Loading...
HomeMy WebLinkAboutWQ0037287_Final Permit_20170413Water Resources ENVIRONMENTAL EQUALITY April 13, 2017 MAURICE W. GALLARDA, PE — MANAGING MEMBER PLURIs HAMPSTEAD, LLC 2100 MCKINNEY AVENUE SUITE 1550 DALLAS, TExAs 75201 Dear Mr. Gallarda: ROY COOPER Governor MICHAEL S. REGAN Secretary S. JAY ZIMMERMAN Director Subject: Permit No. WQ0037287 Pluris Hampstead WWTP High -Rate Infiltration System Pender County In accordance with your permit minor modification request received February 11, 2016, and subsequent additional information received August 22, 2016, November 18, 2016 and January 18, 2017, we are forwarding herewith Permit No. WQ0037287 dated April 13, 2017, to Pluris Hampstead, LLC for the continued operation of the subject wastewater treatment and high -rate infiltration facilities. The modifications to the subject permit are as follows: ➢ Because the level spreader and outlet structure associated with the groundwater lowering system effluent storage pond have been removed from the system design, PPI 003 has been removed from Attachment A and the flow monitoring requirement has been removed from PPI 002. ➢ Additionally, the groundwater flow meter has also been removed from the facility description on Page 1 of this new (modified) permit as it is no longer needed and has also been removed from the system design. This permit shall be effective from the date of issuance until March 31, 2020, shall void Permit No. WQ0037287 issued April 29, 2015, 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. Please note the following permit conditions have been removed since the last permit issuance dated April 29,2015: ➢ Old Condition I.I. — This condition has been removed because the NPDES Permit No. NCO089524 was issued October 9, 2015. ➢ Old Condition 1.2. — This condition has been removed because the recorded setback waiver was received January 18, 2017. "— Nothing Compares State of North Carolina I Environmental Quality I Water Resources I Water Quality Permitting I Non -Discharge Permitting 1617 Mail Service Center I Raleigh, North Carolina 27699-1617 919-807-6332 Mr. Maurice W. Gallarda, PE April 13, 2017 Page 2 of 2 ➢ Old Condition 1.3. — This condition has been removed because the engineering certification was received February 11, 2016. ➢ Old Condition I.4. — This condition has been removed because the facility start-up inspection was conducted January 25, 2016. ➢ Old Condition I.5. — This condition has been removed because the .groundwater monitoring wells were installed August 31, 2015. ➢ Old Condition I.6. — This condition has been removed because the site map was received November 18, 2016. ➢ Old Condition I.7. — This condition has been removed because the gauges have been installed. ➢ Old Condition IV. 11. — This condition has been removed because the GW -1 well construction record forms were received November 18, 2016. 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. If you need additional information concerning this permit, please contact David Schlobohm at (919) 807-6384 or david.schlobohm@ncdenr.gov. Sincerely, �S. Jay Zimmerman, P.G., Director Division of Water Resources cc: Pender 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 ENVIRONMENTAL QUALITY RALEIGH HIGH -RATE INFILTRATION SYSTEM PERMIT 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 Pluris Hampstead, LLC Pender County FOR THE operation of a 50,000 gallon per day (GPD) wastewater treatment and high -rate infiltration facility consisting of the: continued operation of a 250,000 GPD wastewater treatment system consisting of: a 5,735 gallon odor control wet well served by a 2 horsepower (hp) Biorem blower unit; two Vulcan rotary drum fine screens with 2 millimeter (mm) openings and a washing press; a 125,000 gallon pre -anoxic / flow equalization basin with two 2.7 hp submersible mixers and three 1,200 gallon per minute (GPM) submersible pumps; two 38,130 gallon pre -aeration tanks with a fine bubble diffuser system, two flow meters, and served by two 3 50 cubic feet per minute (CFM) positive displacement blowers; a 50,604 gallon post -anoxic tank with two 2.7 hp submersible mixers; two 20,198 membrane bioreactor (MBR) tanks with a total of six 0.04 micron (µm) membrane units and served by three 350 CFM positive displacement blowers, three flow meters, and three 257 GPM centrifugal permeate pumps; a 55 gallon alum storage tank with two 0.20 gallon per hour (GPH) chemical metering pumps serving the two 38,130 gallon pre -aeration tanks; a 55 gallon Micro -C storage tank with two 0.33 GPH chemical metering pumps serving the 125,000 gallon pre -anoxic / flow equalization basin and the 50,604 gallon post -anoxic tank; a wash -water lift station with two 128 GPM submersible pumps; a 38,130 gallon aerobic digester with a fine bubble diffuser system and served by the previously mentioned two 350 CFM positive displacement blowers; an automatically activated 400 kilowatt (kW) standby generator; an effluent sampling station; two effluent flow meters; and all associated piping, valves, controls and appurtenances; and the continued operation of a 50,000 GPD high -rate infiltration system consisting of : two 0.13 acre high -rate infiltration basins each with a loading rate of 4.45 gallons per day per square foot (GPD/ft2) and separated by 100 feet of engineered fill that meets the requirements of Session Law 2014-95; a groundwater lowering system with approximately 992 linear feet (LF) of 12 -inch HDPE pipe and approximately 425 LF of 18 - inch HDPE pipe; a 4,13 8,564 gallon groundwater lowering system effluent storage pond; and all associated piping, valves, controls and appurtenances to serve the Pluris Hampstead WWTP, with no discharge of wastes to surface waters, pursuant to the application received February 11, 2016, and subsequent additional information received by the Division of Water Resources, and in conformity with the project plans, specifications, and other supporting data subsequently filed and approved by the Department of Environmental Quality and considered a part of this permit. WQ0037287 Version 1.1 Shell Version 151201 Page 1 of 9 This permit shall be effective from the date of issuance until March 31, 2020, and shall be subject to the following specified conditions and limitations: L SCHEDULES I. 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. LISA NCAC 02T .0105(d), 02T.0106, 02T.0109, 02T.01 15(c)] 2. If the subject wastewater treatment or infiltration 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)] II. 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 infiltration 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 infiltration facilities. [G.S. 143-215.1, 143-213.3(x)] 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, 02L .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. LISA NCAC 02C.0108] 4. Effluent quality shall not exceed the limitations specified in Attachment A. LISA NCAC 02T .0108(b)(1), 02T .0705(b)] 5. Application rates, whether hydraulic, nutrient or other pollutant, shall not exceed those specified in Attachment B. [15A NCAC 02T .0705(m)] 6. This disposal system was individually permitted on or after December 30, 1983; therefore, the compliance boundary is established at either 250 feet from the effluent disposal area, or 50 feet within the property boundary, whichever is closest to the effluent disposal area. An exceedance of groundwater standards at or beyond the compliance boundary is subject to remediation action according to 15A NCAC 02L .0106(d)(2) as well as enforcement actions in accordance with North Carolina General Statute 143-215.6A through 143-215.6C. [15A NCAC 02L .0106(d)(2), 02L .0107(b)] 7. In accordance with 15A NCAC 02L .0108, the review boundary is established midway between the compliance boundary and the effluent disposal area. Any exceedance of groundwater standards at the review boundary shall require action in accordance with 15A NCAC 02L .0106. LISA NCAC 02L .0106, 02L .0108] 8. The Permittee shall apply for a permit modification to establish a new compliance boundary prior to any sale or transfer of properly affecting a compliance boundary. [15A NCAC 02L .0107(c)] WQ0037287 Version 1.1 Shell Version 151201 Page 2 of 9 9. 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(8). [15A NCAC 02L .0107] 10. 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 Pender 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. [ 15A NCAC 02L .0107(f)] 11. The facilities permitted herein shall be constructed according to the following setbacks: a. The setbacks for high -rate infiltration sites permitted under 15A NCAC 02T .0700 shall be as follows (all distances,in feet): i. Any habitable residence or place of public assembly under separate ownership: 400 ii. Any habitable residence or place of public assembly owned by the Permittee: 200 iii. Any private or public water supply source: 100 iv. SA surface waters: 100, v. Non -SA surface waters: 50 ' vi. Groundwater lowering ditches: 50 vii. Surface water diversions: 50 viii. Any well with exception of monitoring wells: 100 ix. Any property line: 2002 x. Top of slope of embankments or cuts of two feet or more in vertical height: 100 xi. Any water line from a disposal system: 10 xii. Subsurface groundwater lowering drainage systems: 50 ' xiii. Any swimming pool: 100 xiv. Public right of way: 50 xv. Nitrification field: 20 xvi. Any building foundation or basement: 15 xvii. Impounded public water supplies: 500 xviii. Public shallow groundwater supply: 500 1 Setbacks to Nan -SA surface waters, groundwater lowering ditches and subsurface groundwater lowering drainage systems have been reduced to 50 feet because the treatment units are designed to meet a Total Nitrogen of 4 mg/L and a Total Phosphorus of 2 mg/L in accordance with 15A NCAC 02T .0706(c). Setbacks to SA surface waters have been reduced to 100 feet in accordance with 15A NCAC 02T .0706(b). z Per a setback waiver to be recorded in the Pender County Register of Deeds, setbacks from the high -rate infiltration areas to any property line. have been reduced for the following: PIN Deed Book / Page Setback Easement 3271-08-8507-0000 1 4636/128 106 feet 94 feet [15A NCAC 02T .0706(a), 02T .0706(b), 02T A706(c)] WQ0037287 Version 1.1 Shell Version 151201 Page 3 of ii b. The setbacks for storage and treatment units permitted under 15A NCAC 02T .0700 shall be as follows (all distances in feet): i. Any habitable residence or place of public assembly under separate ownership: 100 ii. Any private or public water supply source: 100 iii. Surface waters: 50 iv. Any well with exception of monitoring wells: 100 v. Any property line: 50 f ' Per a setback waiver to be recorded in the Pender County Register of Deeds, setbacks from the treatment units to any property line have been reduced for the following: [15A NCAC 02T A706(d)] 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 .0707] 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. Only effluent from the Pluris Hampstead WWTP shall be infiltrated on the sites listed in Attachment B. [G -S, 143-215.1] 4. 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(8)(3)] No automobiles or machinery shall be allowed on the infiltration sites except during equipment installation or while maintenance is being performed. [15A NCAC 02T .0108(b)(1)] 6. Public access to the infiltration sites and wastewater treatment facilities shall be prohibited. [ 15A NCAC 02T .0705(p)] 7. 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 .0708. [15A NCAC 02T .0708, 02T .1100] Diversion or bypassing of untreated or partially treated wastewater from the treatment facilities is prohibited. [15A NCAC 02T .0705(i)] 9. Freeboard in the two high -rate infiltration basins shall not be less than two feet at any time. [15A NCAC 02T .0705(c)] WQ0037287 Version 1.1 Shell Version 151201 Page 4 of 9 PIN Deed Book / Page Setback Easement 3271-08-8507-0000 4636/128 45 feet 5 feet [15A NCAC 02T A706(d)] 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 .0707] 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. Only effluent from the Pluris Hampstead WWTP shall be infiltrated on the sites listed in Attachment B. [G -S, 143-215.1] 4. 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(8)(3)] No automobiles or machinery shall be allowed on the infiltration sites except during equipment installation or while maintenance is being performed. [15A NCAC 02T .0108(b)(1)] 6. Public access to the infiltration sites and wastewater treatment facilities shall be prohibited. [ 15A NCAC 02T .0705(p)] 7. 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 .0708. [15A NCAC 02T .0708, 02T .1100] Diversion or bypassing of untreated or partially treated wastewater from the treatment facilities is prohibited. [15A NCAC 02T .0705(i)] 9. Freeboard in the two high -rate infiltration basins shall not be less than two feet at any time. [15A NCAC 02T .0705(c)] WQ0037287 Version 1.1 Shell Version 151201 Page 4 of 9 10. Gauges to monitor waste levels in the two high -rate infiltration basins and the groundwater lowering system effluent storage pond shall be provided. These gauges 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 A108(b)(1)] 11. 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. [15A NCAC 02T .0108(b)(1)] 12. The two high -rate infiltration basins and the groundwater lowering system effluent storage pond shall be periodically cleaned to remove deposited materials that may impede the infiltration process. Cleaning 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. The Wilmington Regional Office, telephone number (910) 796-7215, shall be notified prior to each cleaning. [15A NCAC 02T .0108(b)(1)] IV. MONITORING AND REPORTING REQUIREMENTS 1. 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. [ 15A NCAC 02T.0 105(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)] WQ0037287 Version 1.1 Shell Version 151201 Page 5 of 9 5. The Permittee shall maintain adequate records tracking the amount of effluent infiltrated. At a minimum, these records shall include the following information for each infiltration site listed in Attachment B: a. Date of infiltration; b. Volume of effluent infiltrated; c. Site infiltrated; d. Loading rates to each infiltration site listed in Attachment B; and e. Weather conditions. [15A NCAC 02T .0108(c)] 6. Freeboard (i.e., waste Ievel to the lowest embankment elevation) in the two high -rate infiltration basins 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 N.S. and IV.6.) on Form NDAR-2 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 [15A NCAC 02T .0105(1)] S. 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. [ 15A NCAC 02T .0108(b)(1)] 9. 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. Visual observations of the plant and plant site; and d. Record of preventative maintenance (e.g., changing of equipment, adjustments, testing, inspections and cleanings, etc.). [I 5A NCAC 02T.0 108(b)(1)] 10. Monitoring wells shall be sampled at the frequencies and for the parameters specified in Attachment C. All mapping, well construction forms, well abandonment forms and monitoring data shall refer to the permit number and the well nomenclature as provided in Attachment C and Figure 1. [15A NCAC 02T .0105(m)] WQ0037287 Version 1.1 Shell Version 151201 Page 6 of 9 11. 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 [I 5A NCAC 02T.0 105(m)] 12. 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. d. Any time self-monitoring indicates the facility has gone out of compliance with its permit limitations. e. Overflow from the groundwater lowering system effluent storage pond f. Effluent breakout from the infiltration basin(s). 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 betaken to ensure the problem does not recur. [15A NCAC 02T .0105(1), 02T .0108(b)(1)] WQ0037287 Version 1.I Shell Version 151201 Page 7 of 9 V. INSPECTIONS I. The Permittee shall provide adequate inspection and maintenance to ensure proper operation of the wastewater treatment and infiltration facilities. [ 15A NCAC 02T .0108(b)] 2. The Permittee or their designee shall inspect the wastewater treatment and infiltration 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. [I5A 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 infiltration 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. 0 105(n). [G.S. 143-21.5.11 4. 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)] 5. 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] 6. 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)] 7. 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 .01056)] WQ0037287 Version 1.1 Shell Version 151201 Page 8 of 9 8. 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.01 10. [ 15A NCAC 02T .0110] 9. 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] 10. The Permittee shall pay the annual fee within 30 days after being billed by the Division. Failure to pay the annual fee accordingly shall be cause for the Division to revoke this permit. [15A NCAC 02T .0105(e)(3)] Permit issued this the 13" day of April 2017 NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION Z'ez�4-17> �ff � S. Jay Zimmerman, P.G., Director 6 Division of Water Resources By Authority of the Environmental Management Commission Permit Number WQ0037287 WQ0037287 Version 1.1 Shell Version 151201 Page 9 of 9 THIS PAGE BLANK ATTACHMENT A — LIMITATIONS AND MONITORING REQUIREMENTS PPI 001— WWTP Effluent Permit Number: WQ0037287 Version: 1.1 EFFLUENT CHARACTERISTICS EFFLUENT LIMITS MONITORING REQUIREMENTS PCS Code Parameter Description Units of Measure Monthly Average Monthly Geometric Mean Daily Minimum Daily Maximum Measurement Frequency Sample Type 00310 BOD, 5 -Day (20'C) mg/L 10 2 x Month Composite 00940 Chloride (as Cl) mg/L 3 x Year Composite 50060 Chlorine, Total Residual mg/L 5 x Week Grab 31616 Coliform, Fecal MF, M -FC Broth, 44.5 °C 4/100 mL 14 2 x Month Grab 50050 Flow, in Conduit or thru Treatment Plant GPD 50,000 Continuous Recorder 00610 Nitrogen, Ammonia Total (as N) mg/L 4 2 x Month Composite 00625 Nitrogen, Kjeldahl, Total (as N) mg/L 2 x Month Composite 00620 Nitrogen, Nitrate Total (as N) mg/L 10 2 x Month Composite 00600 Nitrogen, Total (as N) mg/L 4 2 x Month Composite 00400 pH su 5 x Week Grab 00665 Phosphorus, Total (as P) mg/L 2 2 x Month Composite 70300 Solids, Total Dissolved —180 °C mg/L 3 x Year Composite 00530 Solids, Total Suspended mg/L 15 2 x Month Composite 1. 3 x Year sampling shall be conducted in March, July and November. WQ0037287 Version 1.1 Attachment A Page 1 of 2 ATTACHMENT A — LIMITATIONS AND MONITORING REQUIREMENTS Permit Number: WQ0037287 Version: 1.1 PPI 002 — Groundwater Lowering System Effluent EFFLUENT CHARACTERISTICS EFFLUENT LIMITS MONITORING REQUIREMENTS PCS Code Parameter D Description of Measure Monthly Monthly DailMinimum Average Geometric Mean ay Minimum Daily Maximum Measurement Sample Frequency Type 00940 Chloride (as Cl) mg/L 250 3 x Year Grab 31616 Coliform, Fecal MF, M -FC Broth, 44.5 °C #11100 mL 2 x Month Grab 00610 Nitrogen, Ammonia Total (as N) mg/L 1.5 2 x Month Grab 00620 Nitrogen, Nitrate Total (as N) mg/L 10 2 x Month Grab 00600 Nitrogen, Total (as N) mg/L 2 x Month Grab 00400 pH su 6.5 8.5 5 x Week Grab 00665 Phosphorus, Total (as P) mg/L 2 x Month Grab 70300 Solids, Total Dissolved —180 °C mg/L. 500 3 x Year Grab 1. 3 x Year sampling shall be conducted in March, July and November WQ0037287 Version 1.1 Attachment A Page 2 of 2 ATTACHMENT B - APPROVED LAND APPLICATION SITES AND LIMITATIONS Pluris Hampstead, LLC — Pluris Hampstead WWTP Permit Number: WQ0037287 Version: 1.1 INFILTRATION AREA INFORMATION APPLICATION LIMITATIONS Basin Owner County Latitude Longitude Net Dominant Parameter Rate Units Acreage Soil Series 1 Pluris Hampstead, LLC Pender 34.3432210 -77.771174° 0.13 Murville 01284 — Non -Discharge Application Rate 4.45 GPD/fF 25,000 GPD 2 Pluris Hampstead, LLC Pender 34.342831° -77.7711880 0.13 Foreston 01284 —Non -Discharge Application Rate 4.45 GPD/ft2 25,000 GPD Totals 0.26 WQ0037287 Version 1.1 Attachment B Page 1 of 1 THIS PAGE BLANK ATTACHMENT C — GROUNDWATER MONITORING AND LIMITATIONS Permit Number: WQ0037287 Version: 1.1 Monitoring wells: MW -1, MW -2 and MW -3. GROUNDWATER CHARACTERISTICS GROUNDWATER STANDARDS MONITORING REQUIREMENTS 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 CI) 250 mg/L 3 x Year Grab 1 31616 Coliform, Fecal MF, M -FC Broth, 44.5 °C #1100 mL 3 x Year Grab I 00610 Nitrogen, Ammonia Total (as N) 1.5 mg/L 3 x Year Grab 1 00620 Nitrogen, Nitrate Total (as N) 10 mg/L 3 x Year Grab I 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 1 GWVOC Volatile Compounds (GC/MS) Present: Yes/No Annually Grab 1, 4, 5 82546 Water Level, Distance from measuring point feet 3 x Year Calculated 1, 2, 3 1. 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 measuring 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 6210D, PQL at 0.5 µg/L or less C. EPA Method 8021, Low Concentration, PQL at 0.5 gg/L or less d. EPA Method 8260, Low Concentration, PQL at 0.5 pg/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 µg/L or less that must be supported by laboratory proficiency studies as required by DWR. Any constituents detected above the MDL but below the PQL 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 mg/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. WQ0037287 Version 1.1 Attachment C Page 1 of 1 0 oo n a ___ 7St2 00 J cc IC /rrr/ rr \ •�•\�•• bpw�n<�.ar�E. qiF •�;1 •`•k� l.• l�1 Ift 41 W N J i I Q7 i 1 N Cf //'� u.aonavwn 'F'".w.ecx'F'F.w°«F�rnuFr,sF it CON TRCL I POINT E.I.P. W/ CAP LAT 3. W 32.672 Lp LONG. 77 46 12-60.9 _ 5 � soILUVRBtluEOARY---- pie— �' � / 6aIL MPP 8T160.NEY � /rl9.PLFRYVIYE,W1EbW D r u :icdlFk&SNq M�feYILLEM,xx +�f e�usonw,npNTM6kiPtV.,FlWRE9 '/ RG'-!• xf NTNtot§at00�C4 PPFOFlGdt�rnp.ELT / ! eT MRIE EM4Fl3lAIBR. PC rIG / r/�t %r// _�/r /r?if/ X % J•r_ 3 /// f � , `'�• 4 �`�� / /iii/i i i�� r i,/ � !/r'�i�;�r tz ------------ I N v `� `' `' •'• / iii i SITE MAP -PROJECT AREA \� �'z'' w �� i i - __ a Michael C. Gallant . PE, PA RECORD DRAWING PLURIS HAMPSTEAD, LLC Engfneering/Consulting/Design gs'-Rg'+. 2100MCKINNEYAVE N s SUITE 1550 GALLANTMCOYAHOO.COM DALLAS, TX 75201 Po 507[1038 SURFCITY, NC 28145 �' NOTE: ANYPLAN TNAi DOES NOT BEAR AxC ■ 910.4eetDle , ic. ,�.�`. de 2- ENGINEER'S SEAL, SIONATURP AND DATE 7S A gM FlnNwo-,Eaa PRELNIINARY PLAN AND NOT RELEASED FOR C-INQ CONSTRUCnoN n O 4 END �r C 4 r! J i I Q7 i 1 N Cf //'� u.aonavwn 'F'".w.ecx'F'F.w°«F�rnuFr,sF it CON TRCL I POINT E.I.P. W/ CAP LAT 3. W 32.672 Lp LONG. 77 46 12-60.9 _ 5 � soILUVRBtluEOARY---- pie— �' � / 6aIL MPP 8T160.NEY � /rl9.PLFRYVIYE,W1EbW D r u :icdlFk&SNq M�feYILLEM,xx +�f e�usonw,npNTM6kiPtV.,FlWRE9 '/ RG'-!• xf NTNtot§at00�C4 PPFOFlGdt�rnp.ELT / ! eT MRIE EM4Fl3lAIBR. PC rIG / r/�t %r// _�/r /r?if/ X % J•r_ 3 /// f � , `'�• 4 �`�� / /iii/i i i�� r i,/ � !/r'�i�;�r tz ------------ I N v `� `' `' •'• / iii i SITE MAP -PROJECT AREA \� �'z'' w �� i i - __ a Michael C. Gallant . PE, PA RECORD DRAWING PLURIS HAMPSTEAD, LLC Engfneering/Consulting/Design gs'-Rg'+. 2100MCKINNEYAVE N s SUITE 1550 GALLANTMCOYAHOO.COM DALLAS, TX 75201 Po 507[1038 SURFCITY, NC 28145 �' NOTE: ANYPLAN TNAi DOES NOT BEAR AxC ■ 910.4eetDle , ic. ,�.�`. de 2- ENGINEER'S SEAL, SIONATURP AND DATE 7S A gM FlnNwo-,Eaa PRELNIINARY PLAN AND NOT RELEASED FOR C-INQ CONSTRUCnoN n O n 41o co \ . ' o �\ \I- ' j` a I W 9'43'02"E 481.29' .......... I i _..--.._.._.._.._.._.... .. _f.. __.�..__.- .—_ I._..____.._. � IME' fA5 I i\�i t uY I i MW3MOYED EO T I i I I I OF THE PLANT IVE V ID j i O mm 0 WAFF1 L yyy. i 3 i I Itl I O Ji JEU, ®___ _— __________—_ } m N89'43'02"E 300.00' �� _-- ---- -- I RECORD DRAWING NOT F1.EVATIONSFOIPES. ES ,GRUC 1 P9 __ OF INSTALLED PIPES. WIERS, 3TRVCTURES 1 I f 1 AND OTHER ELEMENTS OIFFEflEtr HLIGHTLYFROM I I I I11 THE DESIGN VALUE. 7HESE DIFFERENCES WERE MINOR JNN0ukE NOFOJNDTOBESUFFIGENi FORTHE 1 I RECORD DRAWING NppEB OUTFALL LINE ADDED,HERE I / -- REO RDDRaWING NOT IJPlVOVSDTO SEOOT OFOCRROWAREA N 1 L.. P I —iz� I i I I r r I � I I C q n ores TABLERELZSED1 .19-14 IP \ r « m� / MONrrMNG WELL DATA I . n�,+r«ruxucvnrma�.maure m w w ,rs er V __ei - MWf aryuxrxoa - ,uz � - TOP OF CASINO EEE. A69r1 u,xourmaxm - °nu WATER LEVE. 10 6 - sar�mwn+[ a a -own r � FT ELOW TOP OF CAGING umnewanxrangr5oryxy ad.no,n.vmr - vu - n - w.AE n MW2 u wf'S..waw _ _ _- ®' TOP PF GASING ELE, 43.59 • mre+e mve, a e,rs 'amort ' a WATER LEVEL 6 F BELOW TOP OF CASINO � -.._ ax. AnLooSnw«i wuu ".."' ru'rrrasr,".y.ra A+1�'•,%�a.,fSraNl'�L irs�saxrel.z, _ _ mum a nrA,x.slox,n+ee MW} N +rvr»2 m w TOP OF CASR 4.37 WATER LEVELSIFT UELOV 70P OF CASINO can -u - •""�' ' 100 h� - war - y,m� wiiHv DATA FROM BIGNED ANO SEALED SURVfy BY rnmiamxxm ru -" "" wamwna a " xsx x y MICHAELUNDERWOOD AND ASSOCIA7ES,PA _ •°"x"«°�m°�"�^+'�^�„'�""'®TMx• ffi � - --- -- AT IE DAEMIAAD PUBLISHED}SITE MAP -PLANT AND HRf BASINS WATER LEVEL9 TAKEN FROM WELL Locs I _ RECON DRAWING mica&8! L.. uana177 PE, PA PLURIS HAMPSTEAD, LLC EngrNenng/CbnsUGng/Design aoFei�os 2100 MCKINNEY AVE SUITE 1550 OALLANTMC*YANOo COM E GALLAS, TX 75201 PO BOX 4034 SURF CITY, NC 28445 ,x 8P0.448.1048 NO7EANYPLAN TNATAO,ES WT BEAR AN C■31- ENGINEERS SEAL, SIGNATUREAND OATEIS A $M FtRM�C--+sae PRELAIBNARYPLANANb NOTRBLEAsim FOR ' A1989 OCN48TRUCTfON '