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HomeMy WebLinkAboutWQ0022052_Final Permit_20071001OF�E9 Michael F. Easley, Governor O QG William G. Ross Jr., Secretary co r- North Carolina Department of Environment and Natural Resources Coleen H. Sullins Director Division of Water Quality October 1, 2007 Jay Boyce - Trustee Hampstead Pines HOA Inc. P.O. Box 609 Hampstead, North Carolina, 28443 Dear Mr. Boyce: Subject: Permit No. WQ0022052 Hampstead Pines WWTP Non -Conjunctive Wastewater Treatment and Reclaimed Water Utilization System Pender County In accordance with your permit modification request received July 23, 2007, and subsequent additional information received August 21, 2007, we are forwarding herewith Permit No. WQ0022052, dated October 1, 2007, to Hampstead Pines HOA Inc. for the construction and continued operation of the subject wastewater treatment and reclaimed water utilization facilities. This modification includes the addition of 60 mil HDPE liners in the irrigation storage pond and the 5-day holding pond. This permit shall be effective from the date of issuance until June 30, 2008, shall void Permit No. WQ0022052 issued May 1, 2006, and shall be subject to the conditions and limitations as specified therein. Please pay particular attention to the monitoring requirements in this permit. Failure to establish an adequate system for collecting and maintaining the required operational information will result in future compliance problems. Please note that effluent sampling parameters and frequencies have been changed (Attachment A). If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This request must be in the form of a written petition, conforming to Chapter l 50B of the North Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699-6714. Unless such demands are made this permit shall be final and binding. One set of approved plans and specifications is being forwarded to you. If you need additional information concerning this matter, please contact Matthew Fleahman at (919) 715-6173 or mattliew.fleahmgn@ncmail.net. Sincerel , .Coleen H. Sullins ow No Caro' ,N�tura� Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Telephone : (919) 733-3221 Internet: www.newaterquality.orLocation; 2728 Capital Boulevard Raleigh, NC 27604 Fax l: (919) 715-0588 Fax 2: (919) 715-6048 An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper Customer Service: (877) 623-6748 cc: Pender County Health Department Wilmington Regional Office, Aquifer Protection Section David Holsinger, R.V. Buric, 2512 Independence Blvd., Wilmington, NC 28412 Technical Assistance and Certification Unit APS Central Files LAU Files NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES RALEIGH NON -CONJUNCTIVE WASTEWATER. TREATMENT AND RECLAIMED WATER UTILIZATION 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 Hampstead Pines HOA Inc. Pender County FOR THE continued operation of a 23,640 gallons per day (GPD) wastewater treatment and reclaimed water utilization system consisting of influent lift station with dual pumps and high water alarms, a manually cleaned bar screen, a 12,000 gallon flow equalization basin with dual50 gallon per minute (GPM) pumps, a flow splitter box, dual 20,275 gallon coarse bubble diffused aeration basins, two (2) 2,140 gallon clarifiers, a 6,075 gallon aerated sludge holding tank, three (3) 126 cubic foot per minute (CFM) blowers serving the flow equalization, aeration and sludge holding basins, dual bed tertiary filtration units each 14 square feet (ft) with a loading rate of 0.59 GPhW, a 56 CFM tertiary filter blower, a 4,200 gallon clearwell with two (2) 210 GPM backwash pumps, a 4,500 gallon mudwell with two (2) 60 GPM return pumps, tablet chlorination, a 834 gallon chlorine contact chamber, a flow meter, a turbidirneter, a 3,600 gallon effluent dosing tank with dual 180 GPM pumps and high water alarms, a 125,000 gallon lined 5- day upset pond, a 450,000 gallon effluent storage pond with approximately 19 days of storage, approximately 3.8 acres of fenced spray irrigation area consisting of 15 full circle spray heads, 24 half circle spray heads and 1 quarter circle spray head construction of 60 mil HDPE synthetic liners in the 5-day upset pond and the effluent storage pond. to serve the Hampstead Pines Subdivision with no discharge of wastes to the surface waters, pursuant to the application received July 23, 2007, and subsequent additional information received by the Division of Water Quality (Division), and in conformity with the project plan, specifications, and other supporting data subsequently filed and approved by the Department of Environment and Natural Resources and considered a part of this permit. This permit shall be effective from the date of issuance until June 30, 2008, shall void Pen -nit No. WQ0022052 issued May 1, 2006, and shall be subject to the following specified conditions and limitations: WQD022052 Version 1.2 Shell Version 070627 Page 1 of 10 1. SCHEDULES [please review the entire permit for reporting, monitoring, and other on -going activities] Upon completion of construction and prior to operation of this permitted facility, a certification (see attached form) must be received from a professional engineer certifying that the permitted facility has been installed in accordance with this permit, the approved plans and specifications, and other supporting materials including the location of all monitoring wells as applicable. If this proiect is to be completed in phases and partially certified, you shall retain the responsibility to.track_farther construction approved under the same permit, and shall provide a final certificate of completion once the entire proiect has been completed. Mail the Certification to the Aquifer Protection Section, Division of Water Quality, 1636 Mail Service Center, Raleigh, NC 27699-1636. 2. 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 so that an in -place inspection can be made. Such notification to the Aquifer Protection Section regional supervisor shall be made during the normal office hours from 8:00 a.m. until 5:00 p.m. on Monday through Friday, excluding State Holidays. 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 extend the permit for such period of time and under such conditions and limitations as it may deem appropriate, Please note that Rule 15A NCAC 02T .0105(d) requires an updated site map to be submitted with the permit renewal application. The permittee shall submit a copy of the declarations and bylaws that documents compliance with the attached Operational Agreernent in accordance with Rule 15A NCAC 02T .0115. n. PERFORMANCE STANDARDS The reclaimed water utilization facilities shall be effectively maintained and operated at all times so that there is no discharge to the surface waters, nor any contamination of ground waters, which will render them unsatisfactory for normal use. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance conditions or failure of the utilization area to adequately assimilate the wastewater, the Permittee shall take immediate corrective actions including those actions that may be required by the Division of Water Quality (Division), such as the construction of additional or replacement wastewater treatment and disposal facilities. 2. The issuance of this permit shall not relieve the Permittee of the responsibility for damages to ground or surface waters resulting from the operation of this facility. All wells that are 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 state and local laws and regulations pertaining to well construction. 4, Effluent limitations shall not exceed those specified in Attachment A. 5. Application rate(s), whether hydraulic, nutrient, or other pollutant shall not exceed those specified in Attachment B. 6. The COMPLIANCE and REVIEW BOUNDARIES for the reclaimed utilization system are established at the property boundary. Any exceedance of standards at the Compliance or Review Boundary shall require action in accordance with 15A NCAC 02L .0106. 7. The Permittee shall apply for a permit modification prior to any sale or transfer of property that affects a compliance boundary to establish a new compliance boundary. In accordance with 15A NCAC 02L .0107(d), no wells, other than monitoring wells, shall be constructed within the compliance boundary except as provided by 15A NCAC 02L .0107(g). WQ0022052 Version 1.2 Shell Version 070627 Page 2 of 10 9. The facilities permitted herein must be constructed according to the following setbacks: a. The setbacks for reclaimed utilization sites shall be as follows (all distances infect): i. Surface waters not classified SA: 25 ii. Surface waters classified SA: 100 iii. Any well with exception to monitoring wells 100 b. The setbacks for treatment and storage units shall be as follows (all distances in feet): i. Any well with exception of monitoring wells: 100 ii. Any property line: 50 10. The following shall be requirements for the reclaimed water distribution, storage, and utilization facilities: a. All reclaimed water valves, storage facilities, and outlets shall be tagged or labeled to warn the public or employees that the water is not intended for drinking. Where appropriate, such warning shall inform the public or employees to avoid contact with the water. b. All reclaimed water piping, valves, outlets, and other appurtenances shall be color -coded, taped, or otherwise marked to identify the source of the water as being reclaimed water. i. All reclaimed water piping and appurtenances shall be either colored purple (i.e., Pantone 522) and embossed or integrally stamped or marked "CAUTION: RECLAIMED WATER — DO NOT DRINK" or be installed with a purple (i.e., Pantone 522) identification tape or polyethylene vinyl wrap. The warning shall be stamped on opposite sides of the pipe and repeated every three feet or less. ii. Identification tape shall be at least three inches wide and have white or black lettering on purple (i.e., Pantone 522) field stating "CAUTION: RECLAIMED WATER — DO NOT DRINK." Identification tape shall be installed on top of reclaimed water pipelines, fastened at least every 10 feet to each pipe length and run continuously the entire length of the pipe. c. All reclaimed water valves and outlets shall be of a type, or secured in a manner, that permits operation by authorized personnel only. d. Above -ground hose bibs (i.e., spigots or other hand -operated connections) shall not be present. Hose bibs shall be located in locked below -grade vaults that shall be clearly labeled as being of non -potable quality. As an alternative to the use of locked below -grade vaults with standard hose bibs services, hose bibs, which can only be operated by a special tool or connected to a special hose connection, may be placed in non -lockable underground services boxes clearly labeled as non -potable water. 11. The Permittee shall maintain an active cross -connection control program that shall have the following minimum requirements: a. No direct cross -connections shall be allowed between the reclaimed water and potable water systems. b. A reduced pressure principle backflow preventer, an approved air gap separation, or other device approved by the Division of Environmental Health shall be installed at the potable water service connection to the .use area where both reclaimed water and potable water are supplied to a reclaimed water use area, The installation of the reduced pressure principle backflow prevention device shall allow proper testing. c. An air gap separation, approved and regularly inspected by the Perrnittee shall be provided between the potable water and reclaimed water systems where potable water is used to supplement a reclaimed water system. WQ0022052 Version 1.2 Shell Version 070627 Page 3 of 10 12. Reclaimed water distribution lines shall be located 10 feet horizontally from and 18 inches below any water line where practicable, Where these separation distances cannot be met, the piping and integrity testing procedures shall meet water main standards in accordance with 15A NCAC 18C. 13. Reclaimed water distribution lines shall not be less than 100 feet from: a well unless the piping and integrity testing procedures meet water main standards in accordance with 15A NCAC 18C, but no case shall they be less than 25 feet from a private well or 50 feet from a public well. 14. Reclaimed water distribution lines shall meet the separation distances to sewer lines in accordance with Rule .0305 of Subchapter 02T. 15. The Operational Agreement (see attached) between the Permittee and the Environmental Management Commission is incorporated herein by reference and shall be a condition of this permit. Noncompliance with the terms of the Operational Agreement shall subject the Permittee to all sanctions provided by North Carolina General Statutes § 143-215.6A to § 143-215.6C for violation of or failure to act in accordance with the terms and conditions of this permit. 16. The reclaimed water utilization system shall be connected to a rain or moisture sensor that shall indicate when reclaimed water application is not appropriate in accordance with Condition III.4. and U1.5. of this permit. III. OPERATION AND MAINTENANCE REOUTREMENTS 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 pursuant to 15A NCAC 02T .0913 including operational functions, maintenance schedules, safety measures, and a spill response plan. 2. Upon classification of the wastewater treatment and reclaimed utilizaiton facilities by the Water Pollution Control System Operators Certification Commission (WPCSOCC), the Permittee shall designate and employ a certified operator to be in responsible charge (ORC) and one or more certified operator(s) to be back-up ORC(s) of the facilities in accordance with 15A NCAC 08G .0200. The ORC shall visit the facilities in accordance with 15A NCAC 08G .0200 or as specified in this permit and shall comply with all other conditions specified in these rules. 3. A suitable year round vegetative cover shall be maintained such that crop health is optimized, allows for even distribution of effluent, and allows inspection of the reclaimed water utilization system. 4. Adequate measures shall be taken to prevent pending or runoff from the reclaimed water utilization areas. 5. Reclaimed water application shall not be performed during inclement weather or when the ground is in a condition that will cause ponding or runoff. 6. All reclaimed water application equipment must be tested and calibrated at least once per year. Records of the calibration must be maintained for five years. No type of wastewater other than that from Hampstead Pines Subdivision shall be applied to the reclaimed water utilization area(s). 8. An automatically activated standby power source shall be on site and operational at all times capable of powering all essential treatment units. If a generator is employed as an alternate power supply, it shall be tested weekly by interrupting the primary power source. 9. Public access to the reclaimed water utilization sites shall be controlled during active site use. Such controls may include the posting of signs showing the activities being conducted at each site. WQ0022052 Version 1.2 Shell Version 070627 Page 4 of 10 10. The residuals generated from these treatment facilities must be disposed / utilized in accordance with 15A NCAC 02T .1100. The Permittee shall maintain a residual management plan pursuant to 15A NCAC 02T .0914. 11. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited. 12. Freeboard in the effluent storage pond shall not be less than 2 feet at any time. 13. A waste -level gauge, to monitor waste levels in the effluent storage pond, shall be provided. This gauge shall have readily visible permanent markings indicating the 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 daze elevations. 14. A protective vegetative cover shall be established and maintained on all earthen basin embankments (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 basin dikes or embankments. Earthen basin embankment areas shall be kept mowed or otherwise controlled and accessible. 15. All wastewater shall be routed to the five-day holding pond should the limit for fecal coliform (daily maximum concentration of 25 per 100 ml) or turbidity (instantaneous maximum of 10 NTLI) be exceeded, until such time that the problems associated with the treatment capability of the wastewater treatment plant have been corrected. The wastewater in the five-day holding pond shall be pumped back to the treatment plant for re -treatment or treated in the five-day pond prior to discharge to the storage pond. 16. The chlorine tablets used in the disinfection facility shall be of the kind and type specified in the Division approved plans and specifications 117. MONITORING AIN—D REPORTING REQUIRENIENTS 1. Any monitoring (including groundwater, surface water, soil or plant tissue analyses) deemed necessary by the Division to ensure surface and ground water protection will be established and an acceptable sampling reporting schedule shall be followed. 2. All laboratory analyses for effluent, ground waters, or surface waters shall be made by a laboratory certified by the Division for the required parameter(s) under 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 consistent with approved engineering and scientific practices to ensure the accuracy and reliability of flow measurement. Flow measurement devices selected shall be capable of measuring flows with a maximum deviation of less than 10 percent from true flow, accurately calibrated at a minimum of once per year, and maintained to ensure that the accuracy of the measurements is consistent with the accepted capability of that type of device. The Permittee shall keep records of flow measurement device calibration on file for a period of at least three years. At a minimum, data to be included in this documentation shall be: a. Date of flow measurement device calibration, b. Name of person performing calibration, and c. Percent from true flow. 4. The effluent from the subject facilities shall be monitored by the Permittee at the frequency(ies) and location(s) for the parameter(s) specified in Attachment A. WQ0022052 Version 1.2 Shell Version 070627 Page 5 of 10 5. The Permittee tracking the amount of reclaimed water applied shall maintain adequate records. These records shall include, but are not necessarily limited to, the following information: a. Date of reclaimed water application, b. Volume of reclaimed water applied, c. Field irrigated, d. Length of time field is irrigated, c. Continuous weekly, monthly, and year-to-date hydraulic (inches/acre) loadings for each field, f. Continuous monthly and year-to-date loadings for any non -hydraulic parameter specifically, limited in Attachment B for each field, g. Weather conditions, and h. Maintenance of cover crops. 6. Freeboard (i.e., waste level to the lowest elevation on the top of the embankment) in the effluent storage pond shall be recorded weekly. 7. Monitor 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. Two copies of the results of the sampling and analysis must be received on Form GW-59 (Groundwater Quality Monitoring: Compliance Report Form.), along with attached copies of laboratory analyses, by the Division of Water Quality, Information Processing Unit, 1617 Mail Service Center, Raleigh, North Carolina 27699-1617 on or before the last working day of the month following the sampling month. Form GW-59 shall include the number of this permit and the appropriate well identification number. One Form GW-59a certification form shall be provided for each set of sampling results submitted. 9, Three copies of all monitoring data [as specified in Conditions iV.3. and 1VA.] on Form NDMR for each point prior to irrigation (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 utilization area 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 Quality Information Processing Unit 1617 Mail Service Center Raleigh., North Carolina 27699-1617 10. A record shall be maintained of all residuals removed from this facility. This record shall include the name of the hauler, permit authorizing the disposal or a letter from a municipality agreeing to accept the residuals, date the residuals were hauled, and volume of residuals removed. 11. A maintenance log shall be maintained at this facility including but not limited to the following items: a. Visual observations of the plant and plant site. b. Record of preventative maintenance (changing of filters, adjusting belt tensions, alarm testing, diffuser inspections and cleanings, etc.). c. Date of calibration of flow measurement device. d. Date and results of power interruption testing on alternate power supply. WQ0022052 Version 1.2 Shell Version 070627 Page 6 of 10 12. Noncompliance Notification: The Permittee shall report by telephone to the Wilmington Regional Office, telephone number (919) 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. Any occurrence at the wastewater treatment facility which results in the treatment of significant amounts of wastes which are abnormal in quantity or characteristic, such as the dumping of the contents of a sludge digester; the known passage of a slug of hazardous substance through the facility; or any other unusual circumstances including ponding in the reclaimed utilization area or runoff from the reclaimed utilization areas. b. Any process unit failure, due to known or unknown reasons, that render the facility incapable of adequate wastewater treatment such as mechanical or electrical failures of pumps, aerators, compressors, etc. c. Any failure of disposal system resulting in a by-pass directly to receiving waters. d. Any time that self -monitoring information indicates that the facility has gone out of compliance with its permit limitations including, but not limited to, freeboard measurements, effluent limitations, exceedances of groundwater standards, or overloading of any utilization area. For any emergency that requires immediate reporting (e.g., discharges to surface waters, imminent failure of a storage structure, etc.) outside normal business hours must 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 (5) days following first knowledge of the occurrence. This report must outline the actions taken or proposed to be taken to ensure that the problem does not recur. V. INSPECTIONS 1. Adequate inspection and maintenance shall be provided by the Permittee to ensure proper operation of the subject facilities. The Permittee or his designee shall inspect the wastewater treatment and disposal facilities to prevent malfunctions and deterioration, operator errors and discharges which may cause or lead to the release of wastes to the environment, a threat to human health, or a nuisance. The Permittee shall keep an inspection log or summary including at least the date and time of inspection, observations made, and any maintenance; repairs, or corrective actions taken by the Permittee. This log of inspections shall be maintained by the Permittee for a period of five years from the date of the inspection and shall be made available upon request to the Division or other permitting authority. 3. Any duly authorized officer, employee, or representative of the Division may, upon presentation of credentials, enter and inspect any property, premises or place on or related to the disposal site or facility at any reasonable time for the purpose of determining compliance with this permit; may inspect or copy any records that must be maintained under the terms and conditions of this permit, and may obtain samples of groundwater, surface water, or leachate, VI. GENERAL CONDITIONS 1. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to an enforcement action by the Division in accordance with North Carolina General Statute 143- 215.6A to 143-215.6C. WQ0022052 Version 1.2 Shell Version 070627 Page 7 of 10 2. This permit shall become voidable unless the facilities are constructed in accordance with the conditions of this permit, the approved plans and specifications, and other supporting data. 3. This permit is effective only with respect to the nature and volume of wastes described in the application and other supporting data. No variances to applicable rules governing the construction and / or operation of the permitted facilities are granted unless specifically requested and granted in this permit. 4. The issuance of this permit does not exempt the Penmittee from complying with any and all statutes, rules, regulations, or ordinances, which may be imposed by other government agencies (local, state, and federal) that have jurisdiction. 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 the Division's General Permit NCG010000, and any requirements pertaining to wetlands under 15A NCAC 02B .0200 and 02H .0500. 5. In the event there is a desire for the facilities to change ownership, or there is a name change of the Permittee, a formal permit request must be submitted to the Division on official Division forms, documentation from the parties involved, and other supporting materials as may be appropriate. The approval of this request will be considered on its merits and may or may not be approved. The Permittee of record shall remain fully responsible for compliance until a permit is issued to the new owner. 6. The Permittee shall retain a set of approved plans and specifications for the life of the facilities perntted herein. 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. 8. The Permittee must pay the annual fee within 30 days after being billed by the Division. Failure to pay the fee accordingly may cause the Division to initiate action to revolve this permit pursuant to 15A NCAC 02T .0105(e). Permit issued this the I' day of October 2007 NORTH OL1NA ENVIRONMENTAL MANAGEMENT COMMISSION oleen H. Sullins, Director Division of Water Quality By Authority of the Environmental Management Commission Permit Number WQ0022052 WQ0022052 Version 1.2 Shell Version 070627 Page 8 of 10 Permit No. WQ0022052 October 1, 2007 ENGINEER'S CERTIFICATION Partial Final 1, , as a duly registered Professional Engineer in the State of North Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the project, Project Name Location and County for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation of the construction such that the construction was observed to be built within substantial compliance and intent of this permit, the approved plans and specifications, and other supporting materials. Signature Date Registration No. WQ0022052 Version 12 Shell Version 070627 Page 9 of 10 THIS PAGE BLANK WQ0022052 Version 1.2 Shell Version 070627 Page 10 of 10 ATTACHMENT A - EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS I Permit Number: I WQ0022052 001 WWTF Effluent EFFLUENT CHARACTERISTICS EFFL.U1b.NT LINJITS MONITORING REQUIREMENTS Parameter Description - PCS Code Monthly Average' Week1 y Avera a Daily Ma3dmum` Measurement Fre uene Sample Type Nitrogen, Ammonia Total as N) - 00610 4 mg/l 6. 1 Monthly Composite Flow, in conduit or thru treatment plant - 50050 23,640 gpd Continuous Recorder BOD, 5-Day 20 Deg. C - 00310 10 mg/1 15. mg/l Monthly Composite Solids, Total Sus ended - 00530 5 Mg/1 10. mg/l monthly Composite Solids, Total Dissolved - 70295 3 X yeard Grab pH - 00400 6.0 -9.0° su 9` su 5 X week Grab Nitrogen, Nitrate Total (as N) - 00620 Month! Grab Chlorine, Total Residual - 50060 5 X week Grab Chloride (as Cl) - 00940 - Summer 3 X ear' Grab Coliform, Fecal MF, M-FC Broth,44.5C - 31616 14� #/100m1 25. #i100ni1 Monthly Grab Turbidity, HCH Turbidimiter - 00076 10. ntu Continuous Recorder Notes: 'Monthly averages for all but fecal coliform shall be the arithmetic mean of all samples collected during the reporting period. b Monthly average for fecal coliform shall be the geometric mean of all samples collected during the reporting period. 'Daily maximum shall be the maximum value of all samples collected during the reporting period. d 3 X year sampling shall be conducted during March, July and November. `The discharge pH shall not be less than 6.0 standard units nor greater than 9.0 standard units WQ0022052 Version 12 Attachment A Pagel of 2 THIS PAGE BLANK WQ0022052 version 1.2 Attachment A F 2 of 2 ATTACHMENT B - Approved Land Application Sites Permit Number: WQ0022052 Hampstead Pines Homeowners Association Inc Hampstead Pines Subdivision WWTF Net Dominant Hourly Yearly Field/Zone Id Owner Count Latitude Longitude Acreage Soil Series Parameter Avg Max Hampstead Pines Homeowners 01284 -Application Surface 88.07 l Association Inc Pender 34°22'36" 77041'30" 3.82 Forestou Irrigation 0.1 inches inches Total 3.82 WQ0022052 Version 1.2 Attachment B Page 1 of 2 THIS PAGE BLANK WQ0022052 . asion 1.2 attachment B A 2 of 2 ATTACHMENT C - LIMITATIONS AND MONITORING REQUIREMENTS Permit Number: WQ0022052 Monitoring Wells: MW-1, MW-2, and MW-3 C1E ARAC UUSTICS ;- s lT MONITORING REQUIREMENTS Parameter Description - PCS Code Daily Minimum Daily Maximum Units Measurement Fre uency Salta le Type Water level, distance from measurinpoint -' 82546 3 X year Grab H - 00400 6.50 8.50 su 3 X year Grab Coliform, Fecal MF, M-FC I3roth,44.5C - 31616 3 X year Grab Chloride (as CI - 00940 250.00 rttg/l 3 X year Grab Nitrogen, Ammonia Total as - 00610 3 X ypar Grab Nitrogen, Nitrate Total (as N - 00620 10.00 m9/1 3 X year Grab Phosphorus, Total (as P) 00665 3 X year Grab Solids, Total Dissolved - 70295 3 X year Grab 1. 3 X year monitoring shall be conducted in March, July & 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. Monitoring wells shall be reported consistent with the nomenclature and location information provided in this attachment. 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T7Cfi]`l''+:;fm=S: It75 rig hA7lf t�1Yf.1y i\ J r.:.r.-:neaega+7esseras'�ueMmr-> eaairaM http://gis.pender-county.com/ConnectOISWeb/Map/PrintWinndow.htm 9/26/2006 kLan ffU4V4�? STATE OF NORTH CAROLINA COUNTY OF TegdeT Permit No. OPERATIONAL AGREEMENT This AGREEMENT made pursuant to G.S. 143-215.1 (dl) and entered into this 21 y day of .2 fnn3 , by and between the North Carolina Environmental Management Cornrnission, an agency of the State of North Carolina, hereinafter known as the COMMSSION; and _Henderson Farms? LLC _ a corporationtgeneral partnership registered/licensed to do business in the State of North Carolina, hereinafter known as the DEVELOPER. WITNES SETH: The DEVELOPER is the owner of the certain lands lying in Fender County, upon which it is erecting and will erect dwelling units and other improvements, said development to be known as Henderson Farms Subdivision (hereinafter the Development). 2. The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment works, and/or disposal facilities (hereinafter Disposal System) to provide sanitary sewage disposal to serve the Development on said lands. 3. The DEVELOPER has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143- 215.1 to construct, maintain, and operate the Disposal System. 4. The DEVELOPER has created or shall create unit ownership in said dwellings units, other improvements and lands through filing of a Declaration. of Unit G'wni ,r ship (hereinafter Declaration), pursuant to Chapter 47C of the North Carolina General Statutes. 5. The DEVELOPER has caused to be formed or will cause to be formed at the time of filing of the Declaration, the (Qnit Owners' Association)Tienderson Farms HameoHmers Association (hereinafter Association), a non-profit corporation organized and existing under and by the virtue of the laws of the State of North Carolina, for the purpose, among others, of handling the property, affairs and business of the Development; of operating, maintaining, re -constructing and repairing the common elements of the lands and improvements subject to unit ownership, including the Disposal System; and of collecting dues and assessments to provide funds for such operation, maintenance, re -construction and repair. 6. The COMMISSION desires to assure that the Disposal System of the Development is properly constructed, maintained and operated in accordance with law and permit provisions in order to protect the quality of the waters of the State and the public interest therein. NOW, THEREFORE, in consideration of the promises and the benefits to be derived by each of the parties hereto, the COMMISSION and DEVELOPER do hereby mutually agree as follows: 1. The DEVELOPER shall construct the Disposal System in accordance with the permit and plans and specifications hereafter issued and approved by the COMMISSION, and shall thereafter properly operate and maintain such systems and facilities in accordance with applicable permit provisions and law. 2. The DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Association until construction has been completed in accordance with the permit and approved plans, and the staff` of FORM: DEV 10/99 Page 1 of 3 IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorised representative of the parties hereto on the day and year written as indicated by each of the parties named below: FOR O NTAL Henderson Farms, LLC SSION Name of DEVELOPER Director Division of Water Quality 7-/z-1 L(J--? (Date) W. Haddon Allen, III Print Name and Title � a� (Date) FORM: DEV I0I99 Page 3 of 3