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HomeMy WebLinkAboutWQ0030088_Final Permit_20070928September 28, 2007 LINWOOD JONES - VICE PRESIDENT DEUCE INVESTMENTS, INC. POST OFFICE Box 595 SELMA, NORTH CAROLINA 27577 Dear Mr. Jones: Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Coleen H. Sullins Director Division of Water Quality Subject: Permit No. WQ0030088 Majestic Oaks Subdivision High -Rate Infiltration Pender County In accordance with your permit modification request received August 15, 2007, and subsequent additional information received September 12, 2007 and September 18, 2007, we are forwarding herewith Permit No. WQ0030088, dated September 28, 2007, to Deuce Investments, Inc. for the construction and operation of the subject wastewater treatment and high -rate infiltration facilities. This modification includes the removal of seven reclaimed irrigation zones and the replacement with two high -rate infiltration lagoons. This permit shall be effective from the date of issuance until August 31, 2012, shall void Permit No, WQ0030088 issued September 28, 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 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 150B 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 matthew.fleahman@cmail.net. Sincerely, �&oleen H. Sullins NorthCarolina �11�atura!!y Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Telephone: (919) 733-3221 lnternet: www.newaterquality.org Location: 2728 Capital Boulevard Raleigh., NC 27604 Fax 1: (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 Joseph S. Hill, Jr., P.E. —Joseph S. Hill, Jr. Associates, P.C. Edwin E. Andrews III, P.G., LSS -- Edwin Andrews & Associates, P.C. Analee Thornburg, P.G. - Edwin Andrews & Associates, P.C. Technical Assistance and Certification Unit APS Central Files LAU Files NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES 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 Deuce Investments, Inc. Pender County FOR THE construction and,ojaeration of a 59,720 gallon per day (GPD) high -rate infiltration treatment and disposal facility consisting of: a manually cleaned bar screen with 1-inch spacings; a 180 gallon flow splitter box that overflows to the equalization basin; a 24,000 gallon aerated flow equalization basin with two (2) 110 gallon per minute (GPM) pumps and served by one (1) 55 cubic feet per minute (CFM) blower; two (2) 15,000 gallon baffled anoxic basins; two (2) 71,000 gallon aerobic basins served by three (3) 176 CFM 7.5 horsepower (hp) blowers; two (2) clarifiers with two (2) waste sludge pumps and two (2) return sludge pumps; a 13,500 gallon aerated sludge holding basin with two (2) airlift/decant pumps and served by two (2) 27 CFM blowers; two (2) 21 square foot (ft) tertiary filters loaded at 1.0 gallons per minute per square foot (GPM/fe); one (1) 3,150 gallon elearwell with two (2) 315 GPM pumps; one (1) 3,150 gallon mudwell with two (2) 52 GPM pumps; three (3) ultraviolet (UV) disinfection modules each with two (2) lamps; one (1) 3,148 gallon chlorine contact basin; one (1) back-up disinfection tablet chlorinator; an effluent flow measuring device; an effluent monitoring device; a turbidimeter; a permanent onsite auxiliary power source; a effluent pump tank with two (2) 130 GPM pumps; a 300,000 gallon synthetically lined five (5) day upset pond with two (2) 125 GPM upset return pumps; one (1) 15,715 ft' high -rate infiltration basin with a loading rate of 2.228 gpd/fe, one (1) 12,540 fe high -rate infiltration basin with a loading rate of 1.994 gpd/ft2 and 3,060 linear feet of 8-inch perforated PVC groundwater lowering drain; and a groundwater lowering pump station with dual 290 GPM dewatering pumps; and all associated piping, valves and appurtenances to serve 456 bedrooms on 152 lots at the Majestic Oaks Subdivision and a 5,000 GPD flow from the existing shopping center (previously permitted as WQ0018304), with no discharge of wastes to the surface waters, pursuant to the application received August 15, 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 August 31, 2012, shall void Permit No. WQ0030088 issued September 28, 2006, and shall be subject to the following specified conditions and limitations: WQ0030088 Version 1.1 Shell Version 070612 Page 1 of 8 I. SCHEDULES [please review the entire permit for reporting, monitoring, and other on -going activities] I , Upon completion of excavation, the basin shall be inspected by a licensed Geologist to verify that the geologic material present will be capable of receiving the wastewater at the permitted loading rate. The results of this inspection and the required verification shall be signed, sealed and submitted to the Aquifer Protection Section, Land Application Unit, 1636 Mail Service Center, Raleigh, NC 27699-1636. The requested information must be received and acknowledged in writing by the Aquifer Protection Section prior to the operation of the subject facility 2. 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 project is to be completed in phases and partially certified, you shall retain the responsibility to track further construction approved under the same permit, and shall rovide a final certificate of completion once the entire project has been completed. Mail the Certification to the Aquifer Protection Section., Division of Water Quality, 1636 Mail Service Center, Raleigh, NC 27699-1636. 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 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. 4. A waste -level gauge, to monitor waste levels in the five-day upset pond and the high rate infiltration basins shall be installed prior to operation 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. 6. The subject wastewater treatment and disposal facilities shall be connected to an operational publicly owned wastewater collection system within 180 days of its availability to the subject facilities, if the subject wastewater treatment or disposal facilities are in noncompliance with the terms and conditions of this non -discharge permit or the governing statutes or regulations. Prior to the initiation of these connection activities, appropriate approval must be received from this Division. II. PERFORMANCE STANDARDS The high -rate infiltration facilities shall be effectively maintained and operated at all times so that there is no discharge to the surface waters, nor any contravention of groundwater or surface water standards, In the event that the facilities fail to perform satisfactorily, including the creation of nuisance conditions or failure of the high -rate infiltration area to adequately assimilate the wastewater, the Perrnittee shall take immediate corrective actions including those actions that may be required by the Division, such as the construction of additional or replacement wastewater treatment and disposal facilities. 2. The issuance of this permit shall not relieve the Perrnittee of the responsibility for damages to ground or surface waters resulting from the operation of this facility. 3. Effluent limitations shall not exceed those specified in Attachment A. WQ0030088 Version 1.1 Shell Version 070612 Page 2 of 8 4. Application rate(s), whether hydraulic, nutrient, or other pollutant shall not exceed those specified in Attachment B. S. The compliance boundary for the disposal system is specified by rules in 15A NCAC 02L, Groundwater Classifications and Standards. This disposal system was individually permitted on or after December 30, 1983; therefore, the compliance boundary is established at either 250 feet from the waste disposal area, or 50 feet within the property boundary, whichever is closest to the waste 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. 6. 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. 7. In accordance with 15A NCAC 02L A107(d), no wells, other than monitoring wells, shall be constructed within the compliance boundary except as provided by 15A NCAC 02L .0107(g). 8. The review boundary is established around the disposal systems midway between the compliance boundary and the perimeter of the waste disposal area. Any exceedance of standards at the review boundary shall require action in accordance with 15A NCAC 02L .0106. 9. The facilities permitted herein must be constructed according to the following setbacks: a. The setbacks for high -rate infiltration sites shall be as follows (all distances in feet): i. Any habitable residence or place of public assembly under separate ownership: 10011 ii. Any onsite habitable residence or place of public assembly owned by the Permittee to be maintained as part of the project site 5031 iii. Any private or public water supply source: 100 iv. Surface waters: 10021 v. Groundwater lowering ditches: 10011 vi. Surface water diversions: 50 vii. Any well with exception of monitoring wells: 100 viii.Any property line: 501, ix. Top of slope of embankments or cuts of two feet or more in vertical height: 100 x. Any water line from a disposal system: 10 xi. Subsurface groundwater lowering drainage systems: 10021 xii. Any swimming pool: 100 xiii.Public right of way: J0 xiv. Nitrification field: 20 xv. Any building foundation or basement: 15 xvi. Impounded public water supplies: 500 xvii. Public shallow groundwater supply: 500 11— reduced setbacks in accordance with the High Rate Policy 21-- reduced setbacks in accordance with Rule 15A NCAC 02T .0706(b). WQ0030088 Version 1.1. Shell Version 070612 Page 3 of 8 b. The setbacks for treatment and storage units 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 10, 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. 11. A usable green area shall be maintained for wastewater disposal. The green area shall have the capability of accommodating the average daily flow of the facility being served without exceeding the loading rates of the green area. A "green area", as defined in 15A NCAC 02H .0404 (g)(7), is 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. III. OPERATION AND MAINTENANCE REQUIREMENTS l . 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 .0707 including operational functions, maintenance schedules, safety measures, and a spill response plan. 2. Upon classification of the wastewater treatment and high -rate infiltration 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. No type of wastewater other than that from Majestic Oaks Subdivision shall be disposed onto the high -rate infiltration area. 4. 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. 5. No traffic or equipment shall be allowed on the disposal area except while installation occurs or while normal maintenance is being performed. 6. Public access to the disposal sites shall be controlled during active site use. Such controls may include the posting of signs showing the activities being conducted at each site. 7. The residuals generated from these treatment facilities must be disposed / utilized in accordance with 15A NCAC 02T .1100. The Pernittee shall maintain a residual management plan pursuant to 15A NCAC 02T .0708. 8. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited. WQ0030088 Version 1.1 Shell Version 070612 Page 4 of 8 9. Freeboard in the infiltration ponds and 5-day upset pond shall not be less than 2 feet at anytime 10. A waste -level gauge, to monitor waste levels in the 5-day upset pond and the infiltration basins 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 dam elevations. Caution must be taken not to damage the integrity of the liner in the 5-day upset pond when installing the gauge. 11. 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. 12. All wastewater shall be routed to the 5-day holding pond should the limit for fecal coliform (daily maximum concentration of 25 per 100 ml) or turbidity (instantaneous maximum of 10 NTU) 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 5-day holding pond shall be pumped back to the treatment plant for re -treatment or treated in the 5-day pond prior to discharge to the infiltration ponds. IV. MONITORING AND REPORTING REQUIREMENTS 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 parameters) 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. 5. The Permittee tracking the amount of wastewater disposed shall maintain adequate records. These records shall include, but are not necessarily limited to, the following information: a. Date of high -rate infiltration, b. Volume of wastewater infiltrated, c. Loading rates to each infiltration site list in Attachment B, and d. Weather conditions, WQ0030088 Version 1.1 Shell Version 070612 Page 5 of 8 6. Freeboard (i.e., waste level to the lowest elevation on the top of the embanlanent) in the 5-day upset pond and the infiltration basin shall be recorded weekly. Three copies of all monitoring data [as specified in Conditions IV.3. and IV A.] 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.6.1 Form NDAR-2 for every infiltration 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 8. 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. 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 high -rate infiltration area, or infiltration basin breakout. 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 infiltration 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. WQ0030098 Version L1 Shell Version 070612 Page 6 of 8 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 terns 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. 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 1 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 Permittee 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 Pennittee, 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 permitted 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 revoke this permit pursuant to 15A NCAC 02T .0105(e). Permit issued this the 28th day of September 2007 NORTH C LINA ENVIRONMENTAL MANAGEMENT COMMISSION -2�,Coleen H. Sullins, Director Division of Water Quality By Authority of the Environmental Management Commission Permit Number WQ0030088 WQ0030088 Version l A Sheil Version 070612 Page 7 of 8 Permit No. WQ0030088 September 28, 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 guilt within substantial compliance and intent of this permit, the approved plans and specifications, and other supporting materials. Signature Date Registration No. WQ0030088 Version 1.1 Shell Version 070612 Page 8 of 8 ATTACHMENT A - LIMITATIONS AND MONITORING REQUIREMENTS Permit Number: WQ0030088 Version: 1.1 PPI 001 WWTF Effluent EFFLUENT CHARACTERISTICS EFFLUENT LIMITS MONITORING REQUIREMENTS Parameter Description - PCS Code Monthly Average' Weekly Average Daily Maximum` Measurement Frequency Sample Type Phosphorus, Total (as P) - 00665 3 mg/1 Monthly Composite Nitrogen, Ammonia Total (as N) - 00610 4 mg/1 6 mg/l Monthly Composite Nitrogen, Nitrate Total (as N) - 00620 Monthly Composite Nitrogen, Total (as N) - 00600 7 1 mg/1 I Monthly Composite BOD, 5-Da (20 Deg. C) - 00310 10 mg/1 15 j m ll Monthly Composite Solids, Total Su ended - 00530. 5 mg/1 10 mg/1 Monthly Cam osite CoIiform, Fecal MF, M-FC Broth,44.5C - 31616 14' #/100m1 25. #/100ml Monthly Grab H - 00400 6.0 — 9.Oe su 9.0 Su Monthly Grab Chlorine, Total Residual - 50060 5 X week Grab Chloride (as Cl) - 00940 1 3 X year' Grab Carbon, Tot Or anic TOC - 00680 3 X yeard Grab Solids, Total Dissolved - 70295 3 X years Grab Flow, in conduit or thru treatment plant - 50050 59,720 gpd Continuous Recorder Turbidity, HCH Turbidimiter - 00076 1 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. a 3 X year sampling shall be conducted during March, July and November. 'The effluent pH shall not be less than 6.0 standard units nor greater than 9.0 standard units WQ0030088 Version 1.1 Attachment A Page 1 of 4 THIS PAGE BLANK WQ0030088 V ersion 1.1 .,riac}nnent A Pay.. of 4 - ATTACHMENT A LIMITATIONS AND MONITORING REQUIREMENTS PPI 002 and 003 — Groundwater Lowering Dischargese Permit Number: WQ0030088 Version: 1.1 EFFLUENT CHARACTERISTICS EFFLUENT LIMITS MONITORING REQUIREMENTS Parameter Description - PCS Code Monthly Average$ Weekly Average Daily Maximum` Measurement Frequency sample Type Coliform, Fecal NE, M-FC Broth,44.5C - 31616 1 Weekly Grab Carbon, Tot Organic TOC - 00680 3 X ear" Grab Phosphorus, Total (as P) - 00665 Weekly Grab Nitrogen, Total (as N) - 00600 Weekly Grab H - 00400 Weekly Grab Chloride (as Cl) - 00940 3 X years Grab Solids, Total Dissolved - 70295 3 X year" Grab Nitrogen, Nitrate Total (as N) - 00620 Weekl Grab Flow, in conduit or thru treatment plant - 50050 96,000 g d Continuous Recorder Volatile pr anic Compounds GUMS - 78732 Annuae Grab 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 from the pond underdrain system shall be sampled at a points prior to discharge at the location shown in Figure 1. rAnnuaI sampling shall be conducted every November. WQ0030088 Version 1.1 Attachment A Page 3 of 4 THIS PAGE BLANK WQ0030088 'v tn6ion 1.1—aachment A Pag,.. of 4 ATTACHMENT H - APPROVED LAND APPLICATION SITES AND LIMITATIONS PERMITTEE — FACILITY Permit Number: WQ0030088 Versioll: ,... INFILTRATION AREA. INFORMATION APPLICATION LIMITATIONS Field/ Owner County Latitude Longitude Net Dominant Parameter Rate Yearly Units Basin Acreage Soil Series Max 01284 - Application Surface POND 1 Deuce Investments Inc Pender 34'21'46" 77*42'21" .36 Ba meade Irrigation 2.228 GPD/fe 01284 - Application Surface POND 2 Deuce Investments Inc Pender 34°21'52" 77042'18" .29 Goldsboro Irrigation 1.994 GPD/ft2 Total 1 0.65 WQ0030088 Version 1.1 Attachment B Page I of 2 THIS PAGE BLANK WQ0030088 v —sion 1.1 . , dachmcnt B 2 oft NOTF5. NODWEWNGSORFLICESOFPUBUCA55EMBEY CURRENTLY WrrfHN 5o0' Df MY WASTEWATER TREATMENT COMPONENT. • 40'WEL1S OR SURFACE DAMAGE FEATURES (SPRINGS, 'PONDS, LAKES( WITNIM 500 FEET E]CCEPT MILL CREEK (SAARW) AS SHOWN. �' • DWQ COMPHANCE BOUHOARY LOUTED AND ` DIMENSIONED AS SROWH. 1 f DWQ REVIEW BOUNDARY LDTATED EXACTLY HALFWAY r j SMEN WASTE SOURCE MD COMPUANm BWNOARy. CT I —----�,��•;r>zp =yam r /• 1 r �!4'8 ! I ,�S_ PATRigAl.SM7111 Y'-�4•� I �'��' ��` ��,� j L•W:7xR7.96.397G4S]lR/ / 1 E 1 -- --- / ,•� 31EWEY P. WEFR '� l / N9'OSW IBl.PO /i B PR}329i'f)Q./.�)glp�1 1 IKAK LxE 11111— I , ♦ \ t hr• /' I`ryd ! \' OaxAxs.eo 1. '� ! ' f l t PLWISTJIUAPbOC, II,C r^'"-•�_�^tip I POIA�' 3YlR�4WYJI4fii 60006 r, ,`t5 5 ! r ! EPIN:3=46I7D2UIX:0 F nII 1422•P078/ 164 r dl( f i I r `, 1 1 r { KAM, LLC J I I EnWAR�,UP TYLEE I `11 /" lAMP.9 C. M11WR I I 1 i t mur'A63 =p I 1 PJN:3U24&7450.I ] PD0292UG3144lppFlp 1I ; nH w;ro 196 1 i 1 1 I _�Ip s67. PUfia\, : i 1 1 UD7KIKIM)\ PI PARC[LIDHNIIPIERmTshG '-- PARCEL IDD-11RERD HAVE BEL 41SSUEU FOR ALL PARCELS IINrIYN ON THIS PLAT. TAXSUPE VISOR DATI; ARRk 13Y dOORDINATE 6OUPUTATION IUD 10 9 IDO 200 C}gAPIIEO vc=r DIC ASHZEY]TEV4PS;BUUMU lO LO, INC PHP:3Td2.9S26soLm 3]82734Pq L6 gl.i4Y8Y04'SSi'ATGhILh!'f'�UN_7[OMITMA......... RN: 6aD' ow0 PERIMETER 113SS?LAT11ACOMn=kIXSI0Ml iAMNOPLttR =Vr,Y ,,HOWRYER ��•_ FROM WWTP/•ANORMCAROLI14ALICEN96OAITURNEYSHOULDIJIi CONSULIFACONCERNMC 1 CORRECTO WNRR311IP. WIMH AlIA)rA11UNOF P.ASOMONT3, ANY C7'k4ETHUGS \ OR FAMILY BURIAL GROUNDS NOT SHOWN ON RECORDED MAFSOA DEEDS MAng AVA nLP TOTHLSSURYRYOR01Y'g1ER FNl OWNERS ATTHETE41EOPTIC5 ISO • SUR"YANTO1NER711LE Q11EaiTxri$REY4ALFA IIYTTTLEFXAMUJATION.NO RESPONSJIIILSCS' OF ANY NAIIRIS iFASSUVEU Ry7HISSLHYL'YUR FOR ANY L'UNDITIONS WHICH MAY PRESENTLY FXW DUr ARE UNRNOWN,SUCH AS: cFME1E41p.5, ND UR F1,00 AL ORDHNO4 Tl1XiC OIl HAxhRnOUS WASTO A1e47ERlpL, r WE33ANUS, ANDDR PLOUD AREA.GFC. \ ~ I �1 "'"ti:'�:°r a BocrNPRRr r n ` 178LVEYF. WL3R r p f Ed, ]77LU66101-0000 - �/•�- •�••�, i y I DO txx. PO46 POND. TES '' DIISTAVG' ••: .i FOOD LOV .�,• wP/TR SITE < REYLSID7 . I'llICE If SU ACCESS S.45ENeENT 1 OWO REa LVIEW t N I�N%LIAN4D 1 ,I '—� 6`Cr"2 f J. c ._�._._._.—._.fie_ �,.. '� �-�--'` J� .• -.�, i 3 *0 COS! RAGE .POLNDARY ' (� ,. � \! / �i ::; .;•-: r. I i 1�DSYO REVIEW &7UND4Rr-7 / •�,r• �'•63��'•'-r%Y v �Ji '4 .�,fl III .\.\ � '•,a'}P": •.•.•••�' i� �� pN' RAF, / •►i , , •,F. rl' xT 1�tl .1H3xMi.7'(i i3x I POND w—Ne — /! Y • . �• �IIAIC r SOUTHWIND- 201 DUN RO. 140E0 Ir" 17V C(U3iVE QARNRTI, NO 2752D WJAFO MA NO 204,13 919-7"-0140 (FAX) 910-270^-wo (.6'C) C(iN�1[=P,IICC1 • LOM CEVL*LU"REDIT 1T, YIX17 PER DWC ?OPT ON, REY m' • �� �zr+T� l \\ u 1 \ i \\ .� i --re-- Exlsrrap calRwx � _~ BMW AfpNI1OA WELL 46 GAE�j SOIL TYRES wxQ'551 L. 6' Av3 AUTRYVlLLE-•-•' ///�%///��@ppp,'�+ d = BIB - BAYNEADF FO FONESTON-. Bill = 4• OOA • COLpSHORp-•- SHEET' 4 of 4 F- 2-a—y 07 NAMSTIC OAKS REVISED WASTEWATER TREATMENT PLANT SM 15ANCAC"-Q9CH d rTEASAP N�HiP 7(N'SAEL CIOUNTY n OEH (iTh'l`6 NC YLY101 11Y I, c"%„"..11:., DY L7 3 D6.39•w fGc!.S,G£ r•tar 1:..,`�...n Llu.m,.M,R 295 O 1- s v STATE OF NORTH CAROLINA m m$Me WK612 Permit No. OPERATIONAL AGREEMENT This AGREEMENT made pursuant to G.S. 143-215.1 (dl) and entered into this day of September, 2007, by and between the North Carolina Environmental Management Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and Deuce Investments Inc. , a corporation/general partnership registered/licensed to do business in the State of North Carolina, hereinafter known as the DEVELOPER. WITNESSETH: 1. The DEVELOPER is .the owner of the certain lands lying in Pender County, upon which it is erecting and will erect dwelling units and other improvements, said development to be known as Maiestic Oaks 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 Ownership (hereinafter Declaration), pursuant to Chapter 47C of the North Carolina General Statutes. The DEVELOPER has caused to be formed or will cause to be formed at the time of filing of the Declaration, the Majestic Oaks Subdivision Homeowner's 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-construkaing 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: i . 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 small 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 the Division of Water Quality has inspected and approved of the facilities. In order to change the name of the permit holder, the DEVELOPER must request that the permit be reissued to the Association. The request must include a copy of the Association Bylaws and Declaration. The DEVELOPER shall not transfer, convey, assign or otherwise relinquish or release its responsibility for the operation and maintenance of its Disposal System until a permit has been reissued to the DEVELOPER's successor. 4. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System and appurtenances thereto are part of the common elements and shall thereafter be properly maintained and operated in conformity with law and the provisions of the permit for construction, operation, repair, and maintenance of the system and facilities. The Declaration and Bylaws shall identify the entire wastewater treatment, collection and disposal system as a common element, which will receive the highest priority for expenditures by the Association except for Federal, State, and local taxes and insurance. 5. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System will be maintained out of the common expenses. In order to assure that there shall be funds readily available to repair, maintain or construct the Disposal System, beyond the routine operation and maintenance expenses, the Declaration and Association Bylaws shall provide that a fund be created out of the common expenses. Such fund shall be separate from the routine maintenance funds allocated for the facility and shall be part of the yearly budget. 6. In the event the common expense allocation and separate fund are not adequate for the construction, repair, and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for special assessments to cover such necessary costs. There shall be no limit on the amount of such assessments, and the Declaration and Bylaws shall provide that such special assessments can be made as necessary at any time. 7. If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city, town, village, county, water and sewer authorities, or other unit of government shall hereinafter become available to serve the Development, the DEVELOPER shall take such action as is necessary to cause the existing and future wastewater of the Development to be accepted and discharged into said governmental system, and shall convey or transfer as much of the Disposal System and such necessary easements as the governmental unit may require as condition of accepting the Development's wastewater. 8. Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for the Association to enter into voluntary dissolution without having made adequate provision for the continued proper maintenance, repair and operation of its Disposal System, the DEVELOPER shall provide in the Association Bylaws that the Association shall not enter into voluntary dissolution without first having transferred its said system and facilities to some person, corporation or other entity acceptable to and approved by the COMMISSION by the issuance of a permit. 9. The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, 7, and 8 above shall be conditions of any permit issued by the COMMISSION to the DEVELOPER for the construction, maintenance, repair and operation of the Disposal System. 10. A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where the Declaration is filed and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of the Association. IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized representative of the parties hereto on the day and year written as indicated by each of the parties named below: FOR THE ENVIRONMENTAL MANAGEMENT COMMISSION Coleen H. Sullins, Director Division of Water Quality (Date) Deuce Investments Inc. Name of DE OPER B (Signature) Linwood Jones Presi ent Print Name and Title L/N woo 0 7ToNas V tGE PrLe5, iPExT (Date) STATE OF NORTH CAROLINA COUNTY OF Permit No. OPERATIONAL AGREEMENT This AGREEMENT made pursuant to G.S. 143-215.1 (d1) and entered into this day of September, 2007, by and between the North Carolina Environmental Management Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and Deuce Investments, Inc. , a corporation/general partnership registered/licensed to do business in the State of North Carolina, hereinafter known as the DEVELOPER. WITNES S ETH: 1. The DEVELOPER is the owner of the certain lands lying in Pender County, upon which it is erecting and will erect dwelling units and other improvements, said development to be known as Majestic Oaks 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 Ownership (hereinafter Declaration), pursuant to Chapter 47C of the North Carolina General Statutes. The DEVELOPER has caused to be formed or will cause to be formed at the time of filing of the Declaration, the Majestic Oaks Subdivision Homeowner's 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. b. 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: The DEVELOPER shall construct the Disposal Systern 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 the Division of Water Quality has inspected and approved of the facilities. In order to change the name of the permit holder, the DEVELOPER must request that the permit be reissued to the Association. The request must include a copy of the Association Bylaws and Declaration. The DEVELOPER shall not transfer, convey, assign or otherwise relinquish or release its responsibility for the operation and maintenance of its Disposal System until a permit has been reissued to the DEVELOPER'S successor. 4. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System and appurtenances thereto are part of the common elements and shall thereafter be properly maintained and operated in conformity with law and the provisions of the permit for construction, operation, repair, and maintenance of the system and facilities. The Declaration and Bylaws shall identify the entire wastewater treatment, collection and disposal system as a common element, which will receive the highest priority for expenditures by the Association except for Federal, State, and local taxes and insurance. 5. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System will be maintained out of the common expenses. In order to assure that there shall be funds readily available to repair, maintain or construct the Disposal System, beyond the routine operation and maintenance expenses, the Declaration and Association Bylaws shall provide that a fund be created out of the common expenses. Such fund shall be separate from the routine maintenance funds allocated for the facility and shall be part of the yearly budget. 6. In the event the common expense allocation and separate fund are not adequate for the construction, repair, and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for special assessments to cover such necessary costs. There shall be no limit on the amount of such assessments, and the Declaration and Bylaws shall provide that such special assessments can be made as necessary at any time. 7. If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city, town, village, county, water and sewer authorities, or other unit of government shall hereinafter become available to serve the Development, the DEVELOPER shall take such action as is necessary to cause the existing and future wastewater of the Development to be accepted and discharged into said governmental system, and shall convey or transfer as much of the Disposal System and such necessary easements as the governmental unit may require as condition of accepting the Development's wastewater. 8. Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for the Association to enter into voluntary dissolution without having made adequate provision for the continued proper maintenance, repair and operation of its Disposal System, the DEVELOPER shall provide In the Association Bylaws that the Association shall not enter into voluntary dissolution without first having transferred its said system and facilities to some person, corporation or other entity acceptable to and approved by the COMMISSION by the issuance of a permit. 9. The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, 7, and 8 above shall be conditions of any permit issued by the COMMISSION to the DEVELOPER for the construction, maintenance, repair and operation of the Disposal System. 10. A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where the Declaration is filed and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of the Association. IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized representative of the parties hereto on the day and year written as indicated by each of the parties named below: FOR ` IM IRONMENTAL Deuce Investments, Inc. MAN NT C SION Name of DE OPER B oleen H. Sullins, Director (Signature) Division of Water Quality Linwood Jones, Pr%esident Print Name and Title ,?/2 Ylc) 7- (Date) Lwwoo D Tou�S VrCE PR SIDE�li (Date) ��