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HomeMy WebLinkAboutWQ0029475_Final Permit_20150515Z*A* NCDENR North Carolina Department of Environment and Natural Resources Pat McCrory Governor May 15, 2015 Thomas J. Roberts — President Aqua North Carolina, Inc. 202 MacKenan Court Cary, North Carolina 27511 Dear Mr. Roberts: Donald R. van der Vaart Subject: Permit No. WQ0029475 Sterling Farms WWTF Wastewater Irrigation System (Reclaimed Water Standards) Onslow County Secretary In accordance with your permit renewal request received January 22, 2015, we are forwarding herewith Permit No. WQ0029475 dated May 15, 2015, to Aqua North Carolina, Inc. for the continued operation of the subject wastewater treatment and irrigation facilities. This permit shall be effective from the date of issuance until April 30, 2020, and shall be subject to the conditions and limitations as specified therein. Please pay particular attention to the monitoring requirements listed in Attachments A, B and C for they may differ from the previous permit issuance. Failure to establish an adequate system for collecting and maintaining the required operational information shall result in future compliance problems. For your convenience, customized electronic copies of your facility's NDMR and NDAR-1 reporting forms are available for download at: htt-o://portal.ncdenr.org/web/wq/gps/lau/roortin . Please note the following permit conditions are new since the last permit issuance: ➢ Condition IV.10(c) —Regarding record keeping of turbidimeter calibration. Attachment A, footnote #3 -- Regarding requirements for reporting of turbidity. If any parts, requirements or limitations contained in this permit are unacceptable, the Permittee has the right to request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This request shall be in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of Administrative Hearings at 6714 Mail Service Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and binding. Non -Discharge Permitting Unit 1617 Dail Service Center, Raleigh, North Carolina 27699-1617 Phone: 9IM07-64641Internet: httg:llportal.ncdenr.oralwe4MM An Equal Opportunity lAffirmativeAction Employer- Made in part with recycled paper Mr. Roberts May 15, 2015 Page 2 of 2 If you need additional information concerning this permit, please contact Chonticha McDaniel at (919) 807-6337 or chonticha-medaniel@ncdenr.gov. Sincerely, �,,. S. Jay Zimmerman, Director Division of Water Resources cc: Onslow County Health Department (Electronic Copy) Wilmington Regional Office, Water Quality Regional Operations Section (Electronic Copy) Digital Permit Archive (Electronic Copy) Central Files NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES RALEIGH WASTEWATER IRRIGATION SYSTEM PERMIT (RECLAIMED WATER STANDARDS) In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended, and other applicable Laws, Rules and Regulations PERMISSION IS HEREBY GRANTED TO Aqua North Carolina, Inc. Onslow County FOR THE continued operation of a 186,000 gallon per day (GPD) wastewater treatment and irrigation facility consisting of: a headwork flow meter, two Contec fine screens with 2 millimeter (mm) mesh; a 67,000 gallon aerated flow equalization basin with coarse air diffusers and two 770 gallon per minute (GPM) pumps rated at 20 feet of total dynamic head (TDH); a flow splitter box; an influent flow meter; two 23,250 gallon anoxic basins each with a submersible mixer; two 31,645 gallon aeration basins each with fine air diffusers, a 770 GPM transfer pump rated at 21 feet of TDH and a 770 GPM denitrification pump rated at 21 feet of TDH; two membrane tanks each with two membrane cassettes served by two permeate / back -pulse pumps; a 72,000 gallon aerated sludge holding basin with coarse air diffusers, a sludge feed flow meter and an air lift decant line; a menthol storage tank and two chemical feed pumps; a Sodium Hydroxide (NaOH) storage and chemical feed system; a pH monitoring system; an effluent flow meter; two ultraviolet (UV) disinfection units with eight lamps each; a turbidimeter; a 300 kilowatt (KW) auxiliary generator; two 350 cubic feet per minute (CFM) blowers serving the flow equalization basin and sludge holding basin; two 645 CFM blowers serving the aeration basins; two 449 CFM blowers serving the membrane cassettes; a 12.4 million gallon (MG) storage pond with a 530 GPM irrigation pump; a sub - drain within the wetted area; and all associated piping, valves and appurtenances; and continued operation of Phase I - 135,339 GPD rated irrigation system consisting of 17 irrigation zones (i.e., Fields 4 through 8, and Fields 13 through 24) with a total wetted area of 37.22 acres; and all associated piping, valves and appurtenances; and construction and operation of Phase II - 50,943 GPD rated irrigation system consisting of seven irrigation zones (i.e., Fields 1 through 3, and Fields 9 through 12) with a total wetted area of 14.01 acres resulting in a cumulative (Phase I and II) wetted area of 51.23 acres and disposal capacity of 186,282 GPD, which shall be constructed when the Sterling Farms WWTF effluent flow (Attachment A — PPI 001) reaches 80% of 135,000 GPD; and all associated piping, valves and appurtenances; to serve the Sterling Farms WWTF, with no discharge of wastes to surface waters, pursuant to the application received January 22, 2015, and in conformity with the project plans, specifications, and other supporting data subsequently filed and approved by the Department of Environment and Natural Resources and considered a part of this permit. WQ0029475 Version 2.0 Shell Version 150213 Page 1 of 10 This permit shall be effective from the date of issuance until April 30, 2020, and shall be subject to the following specified conditions and limitations: I. SCHEDULES 1. If at any time the Permittee decides to enter an agreement to accept wastewater effluent from Morton Elementary, the Permittee shall submit a permit modification package to the Division requesting permission to add the Morton Elementary effluent source, as well as include a copy of the proposed agreement. [ 15A NCAC 02T A 106] 2. Upon completion of construction and prior to operation of this permitted facility, a certification (attached) shall be submitted from a licensed North Carolina Professional Engineer certifying that the permitted facility has been installed in accordance with this permit, Division approved plans and specifications, and other supporting documentation, including the location of all monitoring wells as applicable. If this _project is to be completed in phasesand partially certified, the Permittee shall retain the responsibility to track further construction approved under the same permit, and shall provide a final certificate of com letp ion once the entire project has been completed, Mail the Certification to the Division of Water Resources, Water Quality Permitting Section, 1617 Mail Service Center, Raleigh, NC 27699-1617. [15A NCAC 02T .0116(a)] 3. The Wilmington Regional Office, telephone number (910) 796-7215, shall be notified at least 48 hours in advance (excluding weekends and holidays) of operation of the installed facilities such that an in -place inspection can be made. Notification to the regional supervisor shall be made from 8:00 a.m. until 5:00 p.m. on Monday through Friday, excluding State Holidays. [15A NCAC 02T .0108(b)(2)] 4. No later than six months prior to the expiration of this permit, the Permittee shall request renewal of this permit on official Division forms. Upon receipt of the request, the Division will review the adequacy of the facilities described therein, and if warranted, will renew the permit for such period of time and under such conditions and limitations as it may deem appropriate. Please note Rule 15A NCAC 02T .0105(d) requires an updated site map to be submitted with the permit renewal application. 5. If the subject wastewater treatment or irrigation facilities are in noncompliance with the terms and conditions of this permit, governing statutes or regulations, the subject facilities shall be connected to an operational publicly owned wastewater collection system within 180 days of its availability. Prior to the initiation of these connection activities, appropriate Division approval shall be received. [15A NCAC 02H ,0404(e)] Il. PERFORMANCE STANDARDS The subject non -discharge facilities shall be effectively maintained and operated at all times so there is no discharge to surface waters, nor any contravention of groundwater or surface water standards. In the event the facilities fail to perform satisfactorily, including the creation of nuisance conditions due to improper operation and maintenance, or failure of the irrigation areas to adequately assimilate the effluent, the Permittee shall take immediate corrective actions including Division required actions, such as the construction of additional or replacement wastewater treatment or irrigation facilities. [G.S. 143-215.1, 143-213.3(a)] 2. This permit shall not relieve the Permittee of their responsibility for damages to groundwater or surface water resulting from the operation of this facility. [15A NCAC 02B .0200, 02I., .0100] 3. All wells constructed for purposes of groundwater monitoring shall be constructed in accordance with 15A NCAC 02C .0108 (Standards of Construction for Wells Other than Water Supply), and any other jurisdictional laws and regulations pertaining to well construction. [15A NCAC 02C .0108] WQ0029475 Version 2.0 Shell Version 150213 Page 2 of 10 4. Effluent quality shall not exceed the limitations specified in Attachment A. [15A NCAC 02T .0108(b)(1)] 5. Application rates, whether hydraulic, nutrient or other pollutant, shall not exceed those specified in Attachment B. [15A NCAC 02T .0505(c) and 02T .0505(n)] 6. The irrigation system shall be connected to a rain or moisture sensor, which shall indicate when effluent application is not appropriate in accordance with Conditions IIIA. and III.5. of this permit. [15A NCAC 02T .0108(b)(1)] 7. A usable green area shall be maintained for effluent disposal. The green area shall have the capability of accommodating the facility's average daily flow without exceeding the green area loading rates. A "green area" is defined as an area suitable for waste disposal, either in its natural state or which has been modified by planting a vegetative cover of grasses or low growing shrubbery. [ 15A NCAC 02H .0404(g)(7)] 8. The compliance and review boundaries are established at the property boundaries. Any exceedance of standards at the compliance or review boundary shall require action in accordance with 15A NCAC 02L .0106. [15A NCAC 02L .0106] 9. The Permittee shall apply for a permit modification to establish a new compliance boundary prior to any sale or transfer of property affecting a compliance boundary. [15A NCAC 02L .0107(c)] 10. In accordance with 15A NCAC 02L .0107(d), no wells, excluding Division approved monitoring wells, shall be constructed within the compliance boundary except as provided for in 15A NCAC 02L .0107(g). [ 15A NCAC 02L .0107] 11. Except as provided for in 15A NCAC 02L .0107(g), the Permittee shall ensure any landowner who is not the Permittee and owns land within the compliance boundary shall execute and file with the Onslow County Register of Deeds an easement running with the land containing the following items: a. A notice of the permit and number or other description as allowed in 15A NCAC 02L .0107(f)(1); b. Prohibits construction and operation of water supply wells within the compliance boundary; and c. Reserves the right of the Permittee or the State to enter the property within the compliance boundary for purposes related to the permit. The Director may terminate the easement when its purpose has been fulfilled or is no longer needed. [I 5A NCAC 02L .0107(f)] 12. The facilities permitted herein, shall be constructed according to the following setbacks: a. The setbacks for reclaimed utilization sites permitted prior to September 1, 2006 shall be as follows (all distances in feet): L Surface waters not classified SA: 25 ii. Surface waters classified SA: 100 iii. Any well with exception of monitoring wells: 100 iv. All groundwater lowering drains/ditches: 25 [15A NCAC 02H .02196), 15A NCAC 02H .0404(g)] b. The setbacks for storage and treatment units permitted prior to September 1, 2006 shall be as follows (all distances in feet): i. Any well with exception of monitoring wells: 100 ii. Any property line: 50 [15A NCAC 02H .02190)] WQ0029475 Version 2.0 Shell Version 150213 Page 3 of 10 III. OPERATION AND MAINTENANCE REQUIREMENTS 1. The facilities shall be properly maintained and operated at all times. The facilities shall be effectively maintained and operated as a non -discharge system to prevent the discharge of any wastewater resulting from the operation of this facility. The Permittee shall maintain an Operation and Maintenance Plan, which at a minimum shall include operational functions, maintenance schedules, safety measures and a spill response plan. [15A NCAC 02T .0507] 2. Upon the Water Pollution Control System Operators Certification Commission's (WPCSOCC) classification of the subject non -discharge facilities, in accordance with 15A NCAC 08G .0200 the Permittee shall designate and employ a certified operator in responsible charge (ORC) and one or more certified operator(s) as back-up ORC(s). The ORC or their back-up shall visit the facilities in accordance with 15A NCAC 08G .0200, and shall comply with all other conditions specified in the previously cited rules. [15A NCAC 02T .0117] 3. A suitable year round vegetative cover shall be maintained at all times, such that crop health is optimized, allows for even distribution of effluent and allows inspection of the irrigation system. [15A NCAC 02T .0108(b)(1)] 4. Adequate measures shall be taken to prevent effluent ponding in or runoff from the irrigation sites listed in Attachment B. [15A NCAC 02T .0108(b)(1)] 5. Irrigation shall not be performed during inclement weather or when the ground is in a condition that will cause ponding or runoff. [15A NCAC 02T .0108(b)(1)] 6. All irrigation equipment shall be tested and calibrated at least once per permit cycle. Calibration records shall be maintained at the facility for a period of no less than five years, and shall be made available to the Division upon request. [15A NCAC 02T .0108(b)(1)] 7. Only effluent from Sterling Farms WWTF shall be irrigated on the sites listed in Attachment B. [G.S. 143-215.1] S. An automatically activated standby power source capable of powering all essential treatment units shall be on site and operational at all times. If a generator is employed as an alternate power supply, it shall be tested weekly by interrupting the primary power source. [ 15A NCAC 02H .0404(g)(3)] 9. No automobiles or machinery shall be allowed on the irrigation sites except during equipment installation or while maintenance is being performed. [15A NCAC 02T ,0108(b)(1)] 10. Public access to the irrigation sites and wastewater treatment facilities shall be prohibited. [15A NCAC 02T .0505(q)] 11. The residuals generated from the wastewater treatment facilities shall be disposed or utilized in accordance with 15A NCAC 02T .1100. The Permittee shall maintain a residual management plan pursuant to 15A NCAC 02T .0508. [15A NCAC 02T .0508] 12. Diversion or bypassing of untreated or partially treated wastewater from the treatment facilities is prohibited. [15A NCAC 02T .05050)] 13. Freeboard in the wet weather storage pond shall not be less than two feet at any time. [I 5A NCAC 02T .0505(d)] 14. A gauge to monitor waste levels in the wet weather storage pond shall be provided. This gauge shall have readily visible permanent markings, at inch or tenth of a foot increments, indicating the following elevations: maximum liquid level at the top of the temporary liquid storage volume; minimum liquid level at the bottom of the temporary liquid storage volume; and the lowest point on top of the dam. [15A NCAC 02T .0108(b)(1)] WQ0029475 Version 2.0 Shell Version 150213 page 4 of 10 15. A protective vegetative cover shall be established and maintained on all earthen embankments (i.e., outside toe of embankment to maximum allowable temporary storage elevation on the inside of the embankment), berms, pipe runs, erosion control areas, and surface water diversions. Trees, shrubs, and other woody vegetation shall not be allowed to grow on the earthen dikes or embankments. Earthen embankment areas shall be kept mowed or otherwise controlled and accessible. 16. Should the limit for fecal coliform (e.g., daily maximum concentration of 25 colonies per 100 ml) or turbidity (e.g., instantaneous maximum of 10 NTU) be exceeded, the treatment train in exceedance shall be taken offline, and all wastewater shall be treated in the remaining properly operating treatment train until the problems associated with the treatment train in exceedance have been corrected. [15ANCAC 02T .0108(b)(1)] 17. All vegetative cover grass clippings shall be removed from the irrigation sites. Grass clippings shall be bagged, baled or using another suitable Division approved method. [ 15A NCAC 02T .0108(b)(1)] IV. MONITORING AND REPORTING REQUIREMENTS Any Division required monitoring (including groundwater, plant tissue, soil and surface water analyses) necessary to ensure groundwater and surface water protection shall be established, and an acceptable sampling reporting schedule shall be followed. [15A NCAC 02T .0108(c)] 2. A Division certified laboratory shall conduct all laboratory analyses for the required effluent, groundwater or surface water parameters. [15A NCAC 02H .0800] 3. Flow through the treatment facility shall be continuously monitored, and daily flow values shall be reported on Form NDMR. The Permittee shall install and maintain an appropriate flow measurement device to ensure the accuracy and reliability of flow measurement consistent with accepted engineering and scientific practices. Selected flow measurement devices shall be capable of measuring flows with a maximum deviation of less than ten percent from true flow; accurately calibrated at a minimum of once per year; and maintained to ensure the accuracy of measurements is consistent with the selected device's accepted capability. The Permittee shall maintain records of flow measurement device calibration on file for a period of at least five years. At a minimum, documentation shall include: a. Date of flow measurement device calibration, b. Name of person performing calibration, and c. Percent from true flow. [I5A NCAC 02T .0105(k)] 4. The Permittee shall monitor the effluent from the subject facilities at the frequencies and locations for the parameters specified in Attachment A. [15A NCAC 02T .0108(c)] The Pennittee shall maintain adequate records tracking the amount of effluent irrigated. At a minimum, these records shall include the following information for each irrigation site listed in Attachment B: a. Date of irrigation; b. Volume of effluent irrigated; c. Site irrigated; d. Length of time site is irrigated; e. Continuous weekly, monthly, and year-to-date hydraulic (inches/acre) loadings; f. Continuous monthly and year-to-date loadings for any non -hydraulic parameter specifically limited in Attachment B; g. Weather conditions; and h. Maintenance of cover crops. [15A NCAC 02T .0108(c)] WQ0029475 Version 2.0 Shell Version 150213 Page 5 of 10 6. Freeboard (i.e., waste level to the lowest embankment elevation) in the wet weather storage pond shall be measured to the nearest inch or tenth of a foot, and recorded weekly_ Weekly freeboard records shall be maintained at the facility for a period of no less than five years, and shall be made available to the Division upon request. [15A NCAC 02T .0108(c)] 7. Three copies of all monitoring data (as specified in Conditions IV.3. and IVA.) on Forth NDMR for each PPI and three copies of all operation and disposal records (as specified in Conditions IV.5. and IV.6.) on Form NDAR-1 for every site in Attachment B shall be submitted on or before the last day of the following month. If no activities occurred during the monitoring month, monitoring reports are still required documenting the absence of the activity. All information shall be submitted to the following address: Division of Water Resources Information Processing Unit 1617 Mail Service Center Raleigh, North Carolina 27699-1617 [I5A NCAC 02T .0105(1)] Pursuant to § 143-215.1C., the Permittee shall provide to its users and the Division of Water Resources an annual report summarizing the performance of the wastewater treatment and irrigation facility and the extent to which the facility has violated this permit, or federal or State laws, regulations, or rules related to the protection of water quality. This report shall be prepared on either a calendar or fiscal year basis and shall be provided no later than 60 days after the end of the calendar or fiscal year. Two copies of the annual report provided to the Permittee's users shall be submitted to: Division of Water Resources Water Quality Permitting Section 1617 Mail Service Center Raleigh, North Carolina 27699-1617 [&S. 143-215.IC] 9. A record shall be maintained of all residuals removed from this facility. This record shall be maintained at the facility for a period of no less than five years, and shall be made available to the Division upon request. At a minimum, this record shall include: a. Name of the residuals hauler; b. Non -Discharge permit number authorizing the residuals disposal, or a letter from a municipality agreeing to accept the residuals; c. Date the residuals were hauled; and d. Volume of residuals removed. [15ANCAC 02T .0108(b)(1)] 10. A maintenance log shall be maintained at this facility. This log shall be maintained at the facility for a period of no less than five years, and shall be made available to the Division upon request. At a minimum, this log shall include: a. Date and results of power interruption testing on alternate power supply; b. Date of calibration of flow measurement device; c. Date of calibration of turbidimeter; d. Visual observations of the plant and plant site; and e. Record of preventative maintenance (e.g., changing of equipment, adjustments, testing, inspections and cleanings, etc.). [15ANCAC 02T .0108(b)(1)] WQ0029475 Version 2.0 Shell Version 150213 Page 6 of 10 11. Monitoring wells shall be sampled after construction and within 3 months prior to initiating non - discharge disposal operations. Monitoring wells shall be sampled thereafter at the frequencies and for the parameters specified in Attachment C. All maping, well construction forms well abandonment forms and monitoring data shall refer to the hermit number and the well nomenclature as_provided in Attachment C and Fi re 1. [15A NCAC 02T .0105(m)] 12. Two copies of the monitoring well sampling and analysis results shall be submitted on a Compliance Monitoring Form (GW-59), along with attached copies of laboratory analyses, on or before the last working day of the month following the sampling month. The Compliance Monitoring Form (GW- 59) shall include this permit number, the appropriate well identification number, and one GW-59a certification form shall be submitted with each set of sampling results. All information shall be submitted to the following address: Division of Water Resources Information Processing Unit 1617 Mail Service Center Raleigh, North Carolina 27699-1617 [15A NCAC 02T .0I05(m)] 13. An annual representative soils analysis (i.e., Standard Soil Fertility Analysis) shall be conducted on each irrigation site listed in Attachment B. These results shall be maintained at the facility for a period of no less than five years, and shall be made available to the Division upon request. At a minimum, the Standard Soil Fertility Analysis shall include the following parameters: Acidity Exchangeable Sodium Percentage Phosphorus Base Saturation (by calculation) Magnesium Potassium Calcium Manganese Sodium Cation Exchange Capacity Percent Humic Matter Zinc Copper pH [15A NCAC 02T .0108(c)] 14. The Permittee shall maintain a record any upset conditions or unit failure that result in the diversion of all wastewater flow through one train. This log shall be maintained at the facility for a period of no less than five years, and shall be made available to the Division upon request. At a minimum, this log shall include: a. Date and time of plant upset/flow diversion; b. Duration of the flow diversion; c. Cause of upset, and measures taken to prevent future recurrence; and d. Actions taken to repair or maintain the affected equipment. 15. Noncompliance Notification: The Permittee shall report by telephone to the Wilmington Regional Office, telephone number (910) 796-7215, as soon as possible, but in no case more than 24 hours, or on the next working day following the occurrence or first knowledge of the occurrence of any of the following: a. Treatment of wastes abnormal in quantity or characteristic, including the known passage of a hazardous substance. b. Any process unit failure (e.g., mechanical, electrical, etc.), due to known or unknown reasons, rendering the facility incapable of adequate wastewater treatment. c. Any facility failure resulting in a by-pass directly to receiving surface waters. WQ0029475 Version 2.0 Shell Version 150213 Page 7 of 10 d. Any time self -monitoring indicates the facility has gone out of compliance with its permit limitations. e. Ponding in or runoff from the irrigation sites. Any emergency requiring immediate reporting (e.g., discharges to surface waters, imminent failure of a storage structure, etc.) outside normal business hours shall be reported to the Division's Emergency Response personnel at telephone number (800) 662-7956, (800) 858-0368, or (919) 733-3300. Persons reporting such occurrences by telephone shall also file a written report in letter form within five days following first knowledge of the occurrence. This report shall outline the actions taken or proposed to be taken to ensure the problem does not recur. [15A NCAC 02T .0105(1), 02T .0108(b)(1)] 1� IM] 9 DCOUIXIM 1. The Permittee shall provide adequate inspection and maintenance to ensure proper operation of the wastewater treatment and irrigation facilities. [15A NCAC 02T .0108(b)] 2. The Permittee or their designee shall inspect the wastewater treatment and irrigation facilities to prevent malfunctions, facility deterioration and operator errors resulting in discharges, which may cause the release of wastes to the environment, a threat to human health or a public nuisance. The Permittee shall maintain an inspection log that includes, at a minimum, the date and time of inspection, observations made, and any maintenance, repairs, or corrective actions taken. The Permittee shall maintain this inspection log for a period of five years from the date of the inspection, and this log shall be made available to the Division upon request. [15A NCAC 02T .0108(b)] 3. Any duly authorized Division representative may, upon presentation of credentials, enter and inspect any property, premises or place on or related to the wastewater treatment and irrigation facilities permitted herein at any reasonable time for the purpose of determining compliance with this permit; may inspect or copy any records required to be maintained under the terms and conditions of this permit, and may collect groundwater, surface water or leachate samples. [G.S. 143-21.5.3(a)(2)] VI. GENERAL CONDITIONS 1. Failure to comply with the conditions and limitations contained herein may subject the Permittee to an enforcement action by the Division in accordance with North Carolina General Statutes 143- 215.6A to 143-215.6C. [G.S. 143-215.6A to 143-215.6C] 2. This permit shall become voidable if the permitted facilities are not constructed in accordance with the conditions of this permit, the Division approved plans and specifications, and other supporting documentation. [15A NCAC 02T .0110] 3. This permit is effective only with respect to the nature and volume of wastes described in the permit application, Division approved plans and specifications, and other supporting documentation. No variances to applicable rules governing the construction or operation of the permitted facilities are granted, unless specifically requested and approved in this permit pursuant to 15A NCAC 02T .0105(n). [G.S. 143-21.5.1] 4. Pursuant to the flow reduction request received December 4, 2009 and approved February 4, 2010, the Division accepts the data -based design flow rate of 86 gallons per day per bedroom (GPD/BR) for the users served by this facility with a minimum of 172 GPD for i and 2 bedroom residences. Regardless of the adjusted daily wastewater design flow rate, at no time shall wastewater flows exceed the limits defined in this permit for the subject facility, or exceed the sewer capacity downstream of any new sewer extension or service connection(s). WQ0029475 Version 2.0 Shell Version 150213 Page 8 of 10 The Permittee shall report the actual (i.e., measured) monthly average amount of wastewater flow contributed per unit (GPD/BR) for the 12 months prior to permit renewal. If any of these actual monthly averages are within 20% of the, the Permittee shall re-evaluate the approved value using the methodology applied to determine the approved flow rate of 86 GPDBR, and submit this information within 18 months of permit renewal. The Division may change the daily wastewater design flow rate for connections to the system at that time, and upon each renewal cycle, pending an evaluation of the submitted flow information. [ 15A NCAC 02T ,0114(f)] The Permittee shall retain the Division's written approval of any authorized adjusted daily design flow rate for the life of the facility, and shall transfer said written approval to any future Permittee. [15A NCAC 02T .0114(f)] 6. The issuance of this permit does not exempt the Permittee from complying with any and all statutes, rules, regulations, or ordinances, which may be imposed by other jurisdictional government agencies (e.g., local, state, and federal). Of particular concern to the Division are applicable river buffer rules in 15A NCAC 02B .0200; erosion and sedimentation control requirements in 15A NCAC Chapter 4 and under General Permit NCG010000; any requirements pertaining to wetlands under 15A NCAC 02B .0200 and 02H .0500; and documentation of compliance with Article 21 Part 6 of Chapter 143 of the General Statutes. [15A NCAC 02T .0105(c)(6)] 7. In the event the permitted facilities change ownership or the Permittee changes their name, a formal permit modification request shall be submitted to the Division. This request shall be made on official Division forms, and shall include appropriate property ownership documentation and other supporting documentation as necessary. The Permittee of record shall remain fully responsible for maintaining and operating the facilities permitted herein until a permit is issued to the new owner. [15A NCAC 02T .0104] 8. The Permittee shall retain a set of Division approved plans and specifications for the life of the facilities permitted herein. [15A NCAC 02T .0108(b)(1)] 9. The Permittee shall maintain this permit until all permitted facilities herein are properly closed or permitted under another permit issued by the appropriate permitting authority. [15A NCAC 02T .01050)] 10. This permit is subject to revocation or unilateral modification upon 60 days notice from the Division Director, in whole or part for the requirements listed in 15A NCAC 02T .0110. [15A NCAC 02T .0110] 11. Unless the Division Director grants a variance, expansion of the permitted facilities contained herein shall not be granted if the Permittee exemplifies any of the criteria in 15A NCAC 02T .0120(b). [15A NCAC 02T .0120] 12. The Permittee shall pay the annual fee within 30 days after being billed by the Division. Failure to pay the annual fee accordingly shall because for the Division to revoke this permit. [15A NCAC 02T .0105(e)(3)] Permit issued this the 15"' day of May 2015 NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION iOfay Wmerman, Director Division of Water Resources By Authority of the Environmental Management Commission Permit Number WQ0029475 WQ0029475 Version 2.0 Shell Version 150213 Page 9 of 10 Permit No. WQ0029475 Aqua North Carolina, Inc. Sterling Farms WWTF ENGINEERING CERTIFICATION ❑ Partial ❑ Final Wastewater Irrigation May 15, 2015 Onslow County In accordance with 15A NCAC 02T .0116, I,__ as a duly registered Professional Engineer in the State of North Carolina, having the Permittee's authorization to ❑ periodically ❑ weekly ❑ fully observe the construction of the permitted facility, hereby state to the best of my abilities that due care and diligence was used in the observation of the construction, such that the facility was built within substantial compliance and intent of this permit, the Division -approved plans and specifications, and other supporting documentation. ❑ Any variation to this permit, the Division -approved plans and specifications, and other supporting documentation has been documented in the attached as -built drawings, and shall serve as the Permittee's minor modification request to amend the permit accordingly. Provide a brief narrative description of any variations: Professional Engineer's Name Engineering Firm Mailing Address City State Zip Telephone E-mail NC PE Seal, Signature & Date THE COMPLETED ENGINEERING CERTIFICATION, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS, SHALL BE SENT TO THE FOLLOWING ADDRESS: NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WATER RESOURCES WATER QUALITY PERMITTING SECTION NON -DISCHARGE PERMITTING UNIT By U.S. Postal Service: 1617 MAIL SERVICE CENTER By Courier/Special Delivery: 512 N. SALISBURY ST. RALEIGH, NORTH CAROLINA 27699-1617 RALEIGH, NORTH CAROLINA 27604 WQ0029475 Version 2.0 Shell Version 150213 Page 10 of 10 ATTACHMENT A — LIMITATIONS AND MONITORING REQUIREMENTS PPI 001 — Phase I WWTF Effluent (Effective until completion and operation of Phase II) Permit Number: WQ0029475 Version: 2.0 EFFLUENT CHARACTERISTICS EFFLUENT LIMITS MONITORING REQUIREMENTS Parameter Description - PCS Cade Monthly Average Mean Monthly Geometric Daily Minimum Daily Maximum Measurement Frequency Sample Type BOD, 5-Day (20 Deg, C) — 00310 10 mg/1 15 mg/1 2 x Month Composite Chloride (as Cl) — 00940 3 x Year Composite Colifonn, Fecal MF, M-FC Broth, 44.5 C — 31616 14 #/100 ml 25 #/100 ml 2 x Month ' Grab Flow, in conduit or thru treatment plant— 50050 135,000 GPD Continuous Recorder Nitrogen, Ammonia Total (as N) — 00610 4 mg/I 6 mg/l 2 x Month Composite Nitrogen, Nitrate Total (as N) — 00620 2 x Month Composite pH-00400 6.0 S.U. 9.0 S.U. 5 x Week Grab Solids, Total Dissolved— 70295 3 x Year i Composite Solids, Total Suspended — 00530 5 mg/I 10 mg/l 2 x Month Composite Turbidity, HCH Turbid'€meter-00076 10 ntu Continuous' Instantaneous 1. 3 x Year sampling shall be conducted during March, July and November. 2. Monthly average for Fecal Coliform shall he a geometric mean. 3. The highest turbidity value (instantaneous reading) of the two treatment trains shall be reported daily. Turbidity value may be reported as 10 mg/1" on weekends provided the alarm did not go off (i.e. no limit exceedance occurs). WQ0029475 Version 2.0 Attachment A Page 1 of 2 PPI 002 — Phases I & II WWTF Effluent (Effective upon completion and operation of Phase II) EFFLUENT CHARACTERISTICS EFFLUENT LIMITS MONITORING REQUIREMENTS Parameter Description -PCS Code Monthly Average Mean Monthly Geometric Daily Minimum Daily Maximum Measurement Frequency Sample Type BOD, 5-Day (20 Deg. C) — 00310 10 mg/l 15 mg/l 2 x Month Composite Chloride (as Cl) -- 00940 3 x Year' Composite Colifonn, Fecal MF, M-FC Broth, 44.5 C-31616 14 #/100 ml 25 #/100 1111 2 x Month' Grab Flow, in conduit or thru treatment plant — 50050 186,000 GPD Continuous Recorder Nitrogen, Ammonia Total (as N) — 00610 4 mg'l 6 mg/l 2 x Month Composite Nitrogen, Nitrate Total (as N) — 00620 2 x Month Composite pH — 00400 6.0 s.u. 9.0 S.U. 5 x Week Grab Solids, Total Dissolved — 70295 3 x Year Composite Solids, Total Suspended — 00530 5 mg/1 10 rng/l 2 x Month Composite Turbidity, HCH Turbidimeter-00076 10 ntu Continuous Instantaneous 1. 3 x Year sampling shall be conducted during March, July and November. 2. Monthly average for Fecal Colifonn shall be a geometric mean. 3. The highest turbidity value (instantaneous reading) of the two treatment trains shall be reported daily. "Turbidity value maybe reported as" 10 mg/1- on weekends provided the alarm did not go off (i.e. no limit exceedance occurs). PPI 003 — Groundwater Lowering Effluent EFFLUENT CHARACTERISTICS EFFLUENT LIMITS MONITORING REQUIREMENTS Parameter Description -PCS Code Monthly Average Monthly Geometric Daily Minimum Daily Maximum Measurement Sample Mean Frequency Type Coliform, Fecal M F, M-FC Broth, 44.5 C — 31616 Monthly Grab Nitrogen, Total (as N) — 00600 Monthly Grab pH — 00400 Monthly Grab 1. Monthly average for Fecal Coliform shall be a geometric mean. WQ0029475 Version 2.0 Attachment A Page 2 of 2 ATTACHMENT B - APPROVED LAND APPLICATION SITES AND LIMITATIONS Permit Number: WQ029475 Version: 2.0 Aqua North Carolina, Inc. -- Sterling Farms WWTF IRRIGATION AREA INFORMATION APPLICATION LIMITATIONS Field Owner County Latitude Longitude Net Acreage Dominant Soil Series parameter Hourly Efate Yearly Max Units 1** Aqua North Carolina, Inc. Onslow 2.33 Norfolk 01284-Application Surface Irrigation 0.1 48.88 inches 2** Aqua North Carolina, Inc. Onslow 1.88 Norfolk 01284-Application Surface Irrigation 0.1 48.88 inches 3** Aqua North Carolina, Inc. Onslow 2.00 Norfolk 01284 - Application Surface Irrigation 0.1 48.88 inches 4* Aqua North Carolina, Inc. Onslow .2.19 Norfolk 01284 - Application Surface Irrigation 0, l 48.88 inches 5* Aqua North Carolina, Inc. Onslow 1.93 Norfolk 01284 - Application Surface Irrigation 0.1 48,88 inches 6* Aqua North Carolina, Inc. Onslow 2.30 Norfolk 01284 - Application Surface Irrigation 0.1 48.88 inches 7* Aqua North Carolina, Inc. Onslow 2.20 Norfolk 01284 - Application Surface Irrigation 0.1 48.88 inches 8* Aqua North Carolina, Inc. Onslow 2.48 Norfolk 01284 - Application Surface Irrigation 0.1 48.88 inches 9** Aqua North Carolina, Inc. 0nslow 2.18 Norfolk 01284 - Application Surface Irrigation 0.1 49.88 inches 10** Aqua North Carolina, Inc. Onslow 1.94 Norfolk 01284-Application Surface Irrigation 0.1 48.88 inches II** Aqua North Carolina, Inc. Onslow 1,85 Norfolk 01284- Application Surface Irrigation 0.1 49.88 inches 12** Aqua North Carolina, Inc. Onslow 1.84 Norfolk 01284 -Application Surface Irrigation 0.1 48.88 inches 13* Aqua North Carolina, Inc. Onslow 2.91 Norfolk 01284-Application Surface Irrigation 0.1 48.88 inches 14* Aqua North Carolina, Inc. Onslow 2.02 Norfolk 01284 - Application Surface Irrigation 0.1 48.88 inches l 5* Aqua North Carolina, Inc. Onslow 1.78 Norfolk 01284 - Application Surface Irrigation 0.1 48.88 inches l 6* Aqua North Carolina, Inc. Onslow 1.97 Norfolk 01284 -Application Surface Irrigation 0.1 48.88 inches 17* Aqua North Carolina, Inc. Onslow 1,76 Norfolk 01284 - Application Surface Irrigation 0.1 48.88 inches 18* Aqua North Carolina, Inc. Onslow 1.96 Norfolk 01284-Application Surface Irrigation 0.1 48.88 inches 19* Aqua North Carolina, Inc. Onslow 1.96 Norfolk 01284-Application Surface Irrigation 0.1 48.88 inches 20* Aqua North Carolina, Inc. Onslow 1.89 Norfolk 01284-Application Surface Irrigation 0.1 48.88 inches 21* Aqua North Carolina, Inc. Onslow 2.01. Norfolk 01284-Application Surface irrigation 0.1 48.89 inches 22* Aqua North Carolina, Inc. Onslow 2.49 Norfolk 01284 - Application Surface Irrigation 0.1 48.88 inches 23* Aqua North Carolina, Inc. Onslow 2.78 Norfolk 01284 - Application Surface Irrigation 0.1 48.88 inches 24* Aqua North Carolina, Inc. Onslow 2.62 Norfolk 01284 - Application Surface Irrigation 0.1 48.88 inches Totals 51.23 * Phase I irrigation fields having a total area of 37.22 acres and a disposal capacity of 135,339 GPD. ** Phase 11 irrigation fields having a total area of 14.01 acres and a disposal capacity of 50,943 GPD for a cumulative Phase I and 11 area of 51.23 acres and disposal capacity of 186,282 GPD, WQ0029475 Version 2.0 Attachment B Page I of 1 THIS PAGE BLANK ATTACHMENT C — GROUNDWATER MONITORING AND LIMITATIONS Monitoring wells: MW-1, MW-2, and MW-3 Permit Number: WQ0029475 Version: 2.0 GROUNDWATER CHARACTERISTICS GROUNDWATER STANDARDS MONITORING REQUIREMEN'rs PCs Code Parameter Description Daily Maximum Frequency Measurement Sample Type Footnotes 00680 Carbon, Tot Organic (TOC) mg/L 3 x Year Grab 1,6 00940 Chloride (as Cl) 250 mg/L 3 x Year Grab I 31616 Coliform, Fecal MF, M-FC Broth, 44.5 °C #/100 mL 3 x Year Grab 1 00610 Nitrogen, Ammonia Total (as N) l .5 mg/L 3 x Year Grab l 00620 Nitrogen, Nitrate Total (as N) 10 mg/L 3 x Year Grab 1 00400 pH 6.5-8.5 su 3 x Year Grab 1,2 00665 Phosphorus, Total (as P) mg/L 3 x Year Grab 1 70300 Solids, Total Dissolved - 180 °C 500 mg/L 3 x Year Grab l GWVOC Volatile Compounds (GC/MS) Present: Yes/No Annually Grab 1, 4, 5 82546 1 Water Level, Distance from measuring point feet 3 x Year Calculated 1, 2, 3 I . 3 x Year monitoring shall be conducted in March, July & November; Annual monitoring shall be conducted every November. 2. The measurement of water levels shall be made prior to purging the wells. The depth to water in each well shall be measured from the surveyed point on the top of the casing. The measurement of pH shall be made after purging and prior to sampling for the remaining parameters. 3. The measuring points (top of well casing) of all monitoring wells shall be surveyed to provide the relative elevation of the treasuring point for each monitoring well. The measuring points (top of casing) of all monitoring wells shall be surveyed relative to a common datum. 4. Volatile Organic Compounds (VOC) - In November only, analyze by one of the following methods: a. Standard Method 6230D. PQL at 0.5 µg/L or less b. Standard Method 621 oD. 11Ql, at 0.5 µg/L or less C. EPA Method 8021, Low Concentration, PQL at 0.5 µg/I, or less d. F;PA Method 8260, Low Concentration, PQL at 0.5 µg/L or less e. Another method with prior approval by the Water Quality Permitting Section Chief Any method used must meet the following qualifications: a. A laboratory must be DWR certified to run any method used. b. The method used must, at a minimum, include all the constituents listed in Table VIII of Standard Method 6230D. C. The method used must provide a PQL of 0.5 lug/L or less that must be supported by laboratory proficiency studies as required by DWR. Any constituents detected above the MDL but below the PQI. of 0.5 µg/L must be qualified (estimated) and reported. 5. If any volatile organic compounds (VOC) are detected as a result of monitoring as provided in Attachment C, then the Wilmington Regional Office supervisor, telephone number (910) 796-7215, must be contacted immediately for further instructions regarding any additional follow-up analyses required. 6. If TOC concentrations greater than 10 ing/L are detected in any downgradient monitoring well, additional sampling and analysis must be conducted to identify the individual constituents comprising this TOC concentration. If the TOC concentration as measured in the background monitor well exceeds 10 mg/L, this concentration will be taken to represent the naturally occurring TOC concentration. Any exceedances of this naturally occurring TOC concentration in the downgradient wells shall be subject to the additional sampling and analysis as described above. 7. Monitoring wells shall be reported consistent with the nomenclature and location information provided in Figure I and this attachment. WQ0029475 Version 2.0 Attachment C Page 1 of 1 �- .. iii •' iI KillNS W.1 • 's Y fi 5 Sk M s c � x ♦ tt -rye { W x 9 �2010 Gaggle , Goot�l Geo IhSig@ U S idglCal Survey Imageiv Daly Feb 28 2006 >� `'3'4"43'i7;23,N 77'1819O"W eley 31 11Eye Pit 3112 �t Figure 3 — Directional Map WQ0029475 Old 30 Road, Jacksonville, NC 28546 Aqua North Carolina, Inc. Latitude: 34.7706° Sterling Farms WWTF Longitude:-77.31330 n r� 4 o' ffi+rn J PhrfyRd w 4 a y Cs !! �nt�� 3 Q a o 2. Jaa�.sanvlle T� o � r. � Co :04tlYtry Club yr�.�- r .. e n -� � SrIrth Rd jC � V 96 o �w v,�o`• �k o°a kit Shsk �'r� 1•°� • " = d �C` CL hard �' f 6� !•7 t`'•� �•9 Q-d 'Q tP dYfOF ` rLdkeAP t� ilf I p a elf l • C o �A 3 Jacksonville �.j90 Or 7lr�asY ��eat N � Cunnmgham C1 6MRS .. 00"Ve10 Fjsi+CA*, Pearson D, 0.100 Rand )AWN Ay 0 ZW NA4TEG ✓ Figure 4 — Topographic Map WQ0029475 Old 30 Road, Jacksonville, NC 28546 Aqua North Carolina, Inc. Latitude: 34.77060 Sterling Farms WWTF Longitude:-77.3133' Yn Z r a I r t R R Y A � �.%""e�e.y. ��L. •srw �•�RIF' � ,r/"? _ � y,'��•�.\:;�, try `�_�•.f e - e E I Zim2 llnLanns. 3-p TopOQnetli- pets eapyllglti O€content awnel. wwri.EcEnllne.Ogm - �