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HomeMy WebLinkAboutWQ0022711_Final Permit_20070313� _ 1'F Michael F. Lasiey, 6 vernor Q � William G. Ross Jr.. Secretary Cts 37 North Carolina Department of Envirnnmcnr an l Natural Resniirczs Alan W, Klimek, P.E;- Director Division of water Quality March 13, 2007 Mr. Sam Greenwood, County Manager County of Macon 5 West Main Street Franklin, North Carolina 28734 Subject: Macon County Permit Number WQO022711 Reclaimed Water Generation, Distribution and Utilization Conjunctive Use at the Macon County Landfill Project Nos. E-SRG-T-02-0134, E -SRL -T-02-0051 Dear Mr, Greenwood: In accordance with your permit application received May 27, 2003, we are forwarding herewith Permit No. WQ0022711, dated March 13, 2007, to the Macon County for the construction and operation of the subject reclaimed water generation and utilization facility. This permit operates in conjunction with NPDES Permit NC0021547. This permit shall be effective from the date of issuance until March 12, 2012, 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. The Division of Waste Management, Solid Waste Section has issued. Permit 57-03 for the operation of the Macon County Landfill. The Solid Waste Section has approved the modification of Permit 57-03 to allow for spray irrigation of reclaimed wastewater onto certain identified fields in the landfill (see attached letter frons the Solid Waste Section dated October 26, 20O6). This permit shall become void if the Solid Waste Section terminates the spray irrigation modification of Permit 57-03. This permit cannot be altered in any way (with the exception of simple permit renewal) without prior approval from the Solid Waste Section. The conjunctive use permit application and supporting documentation has been evaluated by the Division, and it has been deten-nined that flow equalization at the Town of Franklin wastewater treatment facility is not required to meet the limitations of Section 111.3 in Permit No. WQ0022711. Accordingly, this permit.is issued pursuant to t 5 NCAC 02T. 0105(n), with the inclusion of condition VIA. NorthCarolina ,Naturally North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27099-1611 Phone (9 19) 733-701 i Customer Service Internet7 or;t 512 N. yalishurvSi. Raleivh, NC 1_'7004 FAX (9[9) 7;33-24% I-877-623-6749 An Equal Opportunity/Affirmative Action Employer— 50% Recycledl0% Post Consumer Paper Mr. Sam Greenwood, County Manager March 13, 2007 Page 2 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 thirty (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 (1) set of final approved plans and specifications is to be forwarded to you, one (1) set is being forwarded to your Engineer (A/E)one (1) set retained for the Asheville Regional Office, one (1) set retained for the Construction Inspection Group, and one (1) set retained for the Design Management Unit. A copy of the approved plans and specifications shall be maintained on file by the owner for the life of the project. If you need additional information concerning this matter, please contact Cecil G. Madden, Jr., P.E_ at (919) 715-6203. Sincerely, r � d' an W. Klimek, P.E. Attachment 1: Spray irrigation Map Attachment 2: Letter from the Division of Waste Management, Solid Waste Section dated October 26, 2006 kp:cgm cc: Michael J. Waresak, P.E., McGill Associates, Asheville, NC Macon County Health Department Division of Waste Management, Solid Waste Section (Atte_ Edward Mussler, P.E_) Asheville Regional. Office, Aquifer Protection Section Asheville Regional Office, Solid Water Section (Attn_ James Coffey, P.E) DWQ, Aquifer Protection Program Section, Land Application Unit, Central Files DWQ, Aquifer Protection Program Section, Land Application Unit, LAU Files Daniel Blaisdell, P.E. Mark Hubbard, P.E. Cecil G. Madden, Jr., P.E. Ken Pohlig, P.E. SRG, SEL NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES RALEIGH RECLAIMED WATER GENERATION, DISTRIBUTION AND UTILIZATION 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 Macon County FOR THE construction and operation of a 164,866 gpd reclaimed water generation facility at the Town of Franklin WWTP consisting of an effluent transfer pump station located at the chlorine contact basin consisting of dual 229 gpm, 5 Hp pumps; a 114 ftp traveling bridge filter with a backwash pump station consisting of dual 110 gpm, 2 Hp pumps; a flowmeter; a turbidity meter; associated yard piping; a reclaimed water irrigation pump station consisting of three 1 15 gpm, 15 Hp pumps; approximately 4,000 linear feet of 8 -inch reclaimed water force main; and an irrigation system consisting of 48 fixed 57-gpm sprinkler nozzles with irrigation onto 42.62 acres at the Macon County Landfill, to serve Macon County with no discharge of wastes to the surface waters of the State, pursuant to the application received May 27, 2003, and subsequent additional information received by the 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 March 12, 2012, and shall be subject to the following specified conditions and limitations: I. PERFORMANCE STANDARDS Upon completion of constnlction and prior to operation of this permitted facility, a certification 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. 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 pennit, and shall provide a final certificate of completion once the entire project has been completed. Mail the Certification to the following two addresses: Macon County Permit WQ0022711 March 13, 2007 Division of Water Quality Construction Grants and Loans Section Attn: Cecil G. Madden, Jr., P.E. 1633 Mail Service Center Raleigh, North Carolina 27699-1633 Division of Waste Management Solid Waste Section Inspector Engineer 1646 Mail Service Center Raleigh, NC 27699-1646 2. The following offices shall be notified at least forty-eight (48) hours in advance of operation of the installed facilities so that an in-place inspection can be made. Such notification to the 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. a. Asheville Regional Office/Water Quality Supervisor Telephone number (828) 296-4500, and b. Division of Waste Management Solid Waste Section, Inspection Engineer Telephone number (919) 733-0692 3. 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 irrigation area to adequately assimilate the wastewater, the Permittee shall take immediate corrective actions including those actions that may be required by either the Division of Water Quality or the Division of Waste Management, Solid Waste Section, such as: a. the ternporary or permanent termination of those spray irrigation zones not performing satisfactorily, causing nuisance conditions, or failing to assimilate the wastewater, and b. the construction of additional or replacement wastewater treatment and disposal facilities. 4. The .issuance of this permit shall not relieve the Permittee of the responsibility for damages to groundwater or surface water resulting from the operation of this facility. The residuals generated frorn these treatment facilities must be disposed of in accordance with General Statute 143-215.1 and in a manner approved by the North Carolina Division of Water Quality. 6. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited. Macon County Permit WQ002271 I March 13, 2007 7. The following buffers shall be maintained: a. 100 feet between wetted areas and water supply wells, b. 100 feet between wetted areas and waters classified as SA, C. 25 feet between wetted areas and surface waters not classified as SA, d. 100 feet between wastewater treatment units and wells, C. 50 feet between reclaimed water storage/irrigation ponds and property lines, and f. 50 feet between wastewater treatment units and property lines. Public access to the irrigation sites shall be controlled during active site use. Such controls may include the posting of signs showing the activities being conducted at each site. A sign shall be posted in plain sight showing these activities. 9. This permit shall become void if the Division of Waste Management, Solid Waste Section terminates the spray irrigation modification of Permit 57-03_ This permit in no way alleviates the Permittee from any additional spray irrigation restrictions and/or obligations placed on them by the Solid Waste Section in the form of future pen -nit modifications. 10. This permit cannot be altered in any way (with the exception of simple permit renewal) without prior approvals from the Division of Water Quality and from the Division of Waste Management, Solid Waste Section. 11. All reclaimed water valves, storage facilities, 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. 12. 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. a. 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. b. Identification tape shall be at least three inches wide and have white or black lettering on purple (Le., Pantone 522) field stating "CAUTION: RECLAIMED WATER DO NOT DRINK." [dentification 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. Existing underground distribution systems retrofitted for the purpose of distributing reclaimed water shall be taped or otherwise identified as ill Macon County Permit WQ0022711 March 13, 2007 items a. or b. above. This identification need not extend the entire length of the distribution system but shall be incorporated within 10 feet of crossing any potable water supply line or sanitary sewer line. 13. All reclaimed water valves and outlets shall be of a type, or secured in a manner, that pennits operation by authorized personnel only. 1.4. 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 may be placed in non -lockable underground services boxes clearly labeled as non -potable water. 15. 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. An air gap separation, approved and regularly inspected by the potable water supplier, shall be provided between the potable water and reclaimed water systems where potable water is used to supplement a reclaimed water system. I1. OPERATION AND MAINTENANCE REQUIREMENTS The facilities shall be properly maintained and operated at all times. 2. Upon classification of the wastewater treatment and irrigation 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 SG .0201. The ORC shall visit the facilities in accordance with 15A NCAC 8G .0204 or as specified in this permit and shall comply with all other conditions specified in these rules. The Permittee shall install all appropriate flow measurement devices consistent with approved engineering and scientific practices to ensure accuracy and reliability of influent flow measurement. Flow measurement devices selected shall be capable of measuring flows with a maximum deviation of less than 10 percent from true flow, Macon County Permit WQ0022711 March 13, 2007 accurately calibrated at a minimum of once per year, and maintained to ensure that the accuracy of the measurement is consistent with the accepted capacity of that type of device. Records of flow measurement device calibrations shall be kept on file by the Permittee 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. C. Percent from true flow. 4. A suitable year round vegetative cover over the drip irrigation fields shall be maintained. 5. An agronomic plan shall be developed which maximizes the assimilative capacity of the nutrients in the wastewater through crop growth, crop harvesting, etc. 6. Irrigation shall not be performed during inclement weather or when the ground is in a condition that will cause runoff. 7. 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, unless authorized by an NPDES permit. 8. The application rate shall not exceed a cumulative loading over any twelve ( 12) month period as given by the following table. The instantaneous application rate shall not exceed 1.0 inch per hour. `The minimum annual cumulative loading rate is established to assure a minimum level of irrigation onto the drip irrigation facility. If the annual total rainfall exceeds the 80`, percentile rainfall calculated for Franklin in Macon County (58 inches/year), then this minimum annual cumulative loading rate requirement will be adjusted by the Division. 9. if a spray irrigation field has been modified such that the ground topography has been altered (from borrow operations, for example) compared to the approved Plans, then spray irrigation activities may only be reinstated at the altered field with permit modification because of the altering of the ground topography. Such a permit modification application must be accompanied by a re-evaluation of the soils and groundwater of the altered field. Minimum Maximum Cumulative Cumulative Wetted Loading over any Loading over any Maximum Annual Annually Averaged Acreage 12 month period* 12 month period Irrigation Irrigation (inches/ ear) (inches/ ear) (gallons/year) I (gallons/day) 42.62 1 20 52 60,176,235 1 164,866 `The minimum annual cumulative loading rate is established to assure a minimum level of irrigation onto the drip irrigation facility. If the annual total rainfall exceeds the 80`, percentile rainfall calculated for Franklin in Macon County (58 inches/year), then this minimum annual cumulative loading rate requirement will be adjusted by the Division. 9. if a spray irrigation field has been modified such that the ground topography has been altered (from borrow operations, for example) compared to the approved Plans, then spray irrigation activities may only be reinstated at the altered field with permit modification because of the altering of the ground topography. Such a permit modification application must be accompanied by a re-evaluation of the soils and groundwater of the altered field. Macon Countv Permit WQ0022711 March 1312007 10. No type of wastewater other than that from the Town of Franklin's wastewater treatment plant shall be irrigated at the Macon County Reclaimed Water Spray Irrigation Facility. 11. No traffic or equipment shall be allowed on the disposal area except while installation occurs or while normal maintenance is being performed. 12. All wastewater shall be discharged in strict accordance with the conditions of the facility's existing NPDES permit 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 levels have stabilized below these maximum levels. III. MONITORING AND REPORTING REQUIREMENTS Any monitoring (including groundwater, surface water, soil or plant tissue analyses) deemed necessary by the Division to insure surface and ground water protection will be established and an acceptable sampling reporting schedule shall be followed. 2. WWTP reuse effluent flow shall be continuously monitored and daily flow values shall be reported on Form NDMR-1. Irrigation at the Reclaimed Water Spray Irrigation Facility shall be continuously monitored and daily flow values shall be reported on Forrn NDAR- l . 3. As an indicator of proper operation and maintenance, the facility shall produce an effluent in compliance with the following limitations: Parameter Monthly Average Dail. Instantaneous Maximum BODS (5 -day, 20°C) 10 mg/l 15 ung/l NH3 as N 4 mg/l 6 rng/I TSS 5 mg/1 10 mg/1 Fecal Coliform 14 per 100 ml e 25 per 100 ml Turbidity I 0 NTU a. Monthly averages for all but fecal coliforin 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. C. Daily maximum shall be the maximum value of all samples collected during the reporting period. The effluent from the subject facilities shall be monitored, by the Permittee, at the point prior to discharge to the Reclaimed Water Spray Irrigation Facility for the following parameters (and reported on Form NDMR-1): Macon County Permit WQ002271 l March 13, 2007 Parameter Flow Turbidity BOD5 (5 -day, 20°C) NH3 asN TSS Fecal Coliform Settleable Matter Residual Chlorine NO3 TKN TDS TOC Chloride Sampling Point Reuse EffluentAs Used Effluent Effluent Effluent Effluent Effluent Effluent Effluent Effluent Effluent Effluent Effluent Effluent Sampling .Frequency Recording Continuous *2/Month *2/Month *2/Month *2/Month Daily Daily *2/Month *2/Month **Triannually "Triannually **Triannually Tyne of Sample WWTP Reuse Meter Recording Composite Composite Composite Grab Grab Grab Composite Composite Grab Grab Grab The effluent pH shall not be less than 6.0 standard units nor greater than 9.0 standard units. * 2/Month sampling frequency only during the months of April through October. During the remainder of the year, these parameters shall be monitored monthly. ** Triannually sampling shall be conducted during March, July, and . November. If Groundwater sampling indicates or predicts problems with the compliance with Groundwater Standards, this permit will be modified to include additional and/or more restrictive lin-litations. 4. Adequate records shall. be mainLaIned by the Permittee tracking the amount of wastewater disposed at the Reclaimed Water Spray Irrigation Facility_ These records shall include, but are not necessarily limited to, the following information (and reported on Form NDAR-1): a. date of irrigation, b. volume of wastewater irrigated, C. field irrigated, d. length of time field is irrigated, e. continuous weekly, monthly, and year-to-date hydraulic (inches/acre) loadings for each field, f. weather conditions, and g. maintenance of cover crops. 5. Copies of all monitoring data (as specified in condition Ill 3) on Form NDMR- I and three (3) copies of all operation and disposal records (as specified in condition III 4) on Form NDAR-I shall be submitted monthly on or before the last day of the following month. All information shall be submitted to the following two addresses. Three (3) copies of all forms shall be submitted to the Division of Water Macon County Permit WQ0022711 March 13, 2007 Quality (address below). and one copy of all forms shall be submitted to the Division of Waste Management address below). Division of Water Quality Information processing Center 1617 Mail Service Center Raleigh, North Carolina 27699-1617 Division of Waste Management Solid Waste Section Compliance Hydrogeologist 1646 Mail Service Center Raleigh, NC 27699-1646 6. 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. Visual observations of the spray irrigation site. C. Record of preventative maintenance (changing of filters, adjusting belt tensions, alarm testing, diffuser inspections and cleanings, irrigation pump maintenance, repairing broken drip irrigation lines, etc.). d. Date of calibration of flow measurement device. e. Date and results of power interruption testing on alternate power supply. 7. Noncompliance Notification: The Permittee shall report by telephone to the Asheville Regional Office, telephone number (828) 296-4500, as soon as possible, but in no case more than 24 fours 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. 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. Any failure of a pumping station, sewer line, or treatment facility resulting in a by-pass directly to receiving waters without treatment of all or any portion of the influent to such station or facility. d. Any time that self-monitoring information indicates that the facility has gone out of compliance with its permit limitations. Occurrences outside normal business hours may also 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 Macon County Permit WQ0022711 March 13, 2007 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. IV. GROUNDWATER REQUIREMENTS Prior to beginning waste disposal operations, two (2) monitor wells (named DWQ- MW- I and DWQ-MW-2) shall be installed to monitor groundwater quality_ The wells shall be constructed such that the water level in the well is never above or below the screened (open) portion of the well at any time during the year. The general location and name for each well is marked on Attachment 1. Each monitoring well shall be constructed in accordance with this permit, and approved by the Asheville Regional Office/Aquifer Protection Section and by the Division of Waste Management, Solid Waste Sect ion/Hydrogeo I ogist. 2. All wells that are constructed for purposes of groundwater monitoring shall be constructed in accordance with 15A NCAC 2C .0108 (Standards of Construction for Wells Other than Water Supply) and any other state and local laws and regulations pertaining to well construction. The following offices shall be notified at least forty-eight (48) hours prior -to the construction of any monitoring well so that an inspection can be made of the monitoring well location. Such notification 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. a. Asheville Regional Office/Aquifer Protection Section Supervisor Telephone number (828)2196-4500, and b. Division of Waste Management Solid Waste Section/Hydrogeologist Telephone number (919) 733-0692 4. Within sixty (60) days of completion of all monitoring wells, the permittee shall submit original copies of a scaled site map (scale nob eater than 1 "=200'). The map(s) must include the following information: a. The location and identity of each monitoring well. b. The location of major components of the waste disposal system_ c. The Iocation of property boundaries within 500 feet of the disposal area(s). d. The latitude and longitude of the established horizontal control monument. e. The elevation of the top of the well casing (which shall be known as the "measuring point") relative to a common datum. f. The depth of water below the measuring point at the time the measuring point is established. g. The location of Review and Compliance boundaries. h. The date the map is prepared and/or revised. Macon County Permit WQ002271.1 March 13, 2007 Control monuments shall be installed in such a manner and made of such materials that the monument will not be destroyed due to activities that may take place on the property. The permittee is responsible for the geographic accuracy of any map submitted, however produced. Two original maps and all supporting documentation shall be mailed to the Division of Water Quality (address below),and one ori incl map and.all_sMorting documentation shall be mailed to the Division of Waste Management (address below). Division of Water Quality Aquifer Protection Section 1636 Mail Service Center Raleigh, North Carolina 27699-1636 Division of Waste Management Solid Waste Section Compliance Hydrogeologist 1646 Mail Service Center Raleigh, NC 27699-1646 5. For the initial sampling of the wells, the permittee shall submit a copy of the GW -1 Form (Well Construction Record) with the Compliance Monitoring Form (GW -59) for each well to the addresses listed above. Initial Compliance Monitoring Forms that do not include copies of the GW -1 form may be returned to the permittee without being processed. Failure to submit these forms as required by this permit may result in the initiation of enforcement activities pursuant to NC General Statutes 143-215.6A. 6. Groundwater monitor wells DWQ-MW-1 and DWQ-MW-2 shall be sampled initially after construction of the wells, and thereafter every March, July and November for the following parameters: Water Level" Chloride Total Ammonia (as N) Total Dissolved Solids (TDS) PH Fecal Coliform Nitrate (NO3-N) Total Organic Carbon (TOC) Volatile Organic Carbon (VOC) analysis - Only in November "The measurement of water levels must be made prior to sampling for the remaining parameters. The depth to water in each well shall be measured from the surveyed point on the top of the casing. 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. For Volatile Organic Compounds (VOCs) sampled in November, use only one of the following methods: a. Standard Method 6230D, Practical Quantitation Limit (PQL) at 0.5 ug/L or less K Standard Method 6210, PQL at 0.5 ug/L or less C. EPA Method 8021, Low Concentration, PQL at 0.5 ug/L or less d. EPA Method 8260, Low Concentration, PQL at 0.5 ug/L or less Macon County Permit WQ0022711 March 13, 2007 Another method with prior approval by the Aquifer Protection Section Chief. Any of the referenced methods used for VOCs must at a minimum, include all the constituents listed in Table VIII of Standard Method 6230D. Any method used must provide a PQL of 0.5 ug/L or less, which must be supported by laboratory proficiency studies as required by the DWQ Laboratory Certification Unit. Any constituents detected above the Method Detection Limit (MDL) but below the PQL of 0.5 ug/L must be qualified (estimated) and reported. Any laboratory selected to analyze parameters must be Division of Water Quality (DWQ) certified for those parameters required. The results of the sampling and analysis must be received on Form GW -59 (Groundwater Quality Monitoring. Compliance Report Form) on or before the last working day of the month following the sampling month. Send one copy of all forms to the following two addresses: Division of Water Quality Information processing Center 1617 .Mail Service Center Raleigh, North Carolina 27699-1617 Division of Waste Management Solid Waste Section Compliance Hydrogeologist 1646 Mail Service Center Raleigh, NC 27699-1646 7. The compliance boundary and review boundary for wastewater disposal systems are specified by 15A NCAC 21- For systems utilizing reclaimed water, 15A NCAC 02T .0910(a)(5) specifies that both the compliance boundary and review boundary shall be established at the irrigation area boundaries. An exceedance of groundwater quality standards at or beyond the compliance boundary is subject to immediate remediation action in addition to the penalty provisions under North Carolina General Statute 143-215.6A(a)(1). 8. Any groundwater quality monitoring, as deemed necessary by the Division, shall be provided. V. INSPECTIONS Adequate inspection, maintenance, and cleaning shall be provided by the Permittee to insure proper operation of the subject facilities. 2. 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 three years from the Macon County Permit WQ0022711 March 13, 2007 date of the inspection and shall be made available upon request to the Division or other permitting authority. 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. Vt. GENERAL CONDITIONS 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. This permit is effective only with respect to the nature and volume of wastes described in the application and other supporting data. This permit is not transferable. 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 accompanied by an application fee, 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. 4. This permit is issued pursuant to 15A NCAC 02T. 0105(n) for the construction and operation of a reclaimed water utilization facility without flow equalization. In the event that non-compliance with any permit limitation results from the absence of flow equalization, this permit may be administratively reopened, and a requirement. for the construction of a flow equalization basin may be incorporated into the permit_ 5. 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. 6. The issuance of this permit does not exempt the Permittee from complying with any and all statutes, rules, regulations, or ordinances which may be unposed by other government agencies (local, state, and federal) which have jurisdiction, including but not limited to applicable river buffer rules in 15A NCAC 2B .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 213.0200 and 2H.0500, Macon County Permit WQ002271 1 March 13, 2007 7. A set of approved plans and specifications for the subject project must be retained by the Permittee for the life of the project. 8. The annual administering and compliance fee must be paid by the Permittee within thirty (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 as specified by 15A NCAC 02T .0105(e)(3). 9. The Permittee, at least six (b) mouths prior to the expiration of this permit, shall request its extension. Upon receipt of the request, the Commission 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. 10. This permit in no way negates, precludes, or invalidates the most recent reissuance of NPDES Permit No. NC0021547, and the Permittee shall continue to comply with all conditions provided for therein. It. This permit shall become voidable unless the agreement between Macon County and the Town of Franklin for the transfer of treated wastewater is in frill force and effect. Permit issued this the 13`x' day of March 2007. NORTH CA , OLINA ENVIRONMENTAL MANAGEMENT COMMISSION an W. Klimek, P.E., Dir/ector ivision of Water Quality By Authority of the Environmental Management Commission Permit No. WQ0022711 Macon County Reclaimed Water Generation, Distribution and Utilization Permit WQ0022711 Issued March 13, 2007 Engineer's Certification 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 Macon County Reclaimed Water Spray Irrigation Facility serving the Macon County Landfill area, hereby state that to the best of my abilities, due care and diligence was used in the observation of the following construction: construction of 164,866 gpd reclaimed water generation facility at the Town of Franklin WWTP consisting of an effluent transfer pump station located at the chlorine contact basin consisting of dual 229 gpm, 5 Hp pumps; a 114 ft' traveling bridge filter with a backwash pump station consisting of dual 110 gpm, 2 Hp pumps; a flowmeter; a turbidity meter; associated yard piping; a reclaimed water irrigation pump station consisting of three 115 gpm, 15 Hp pumps; approximately 4,000 linear feet of 8 -inch reclaimed water force main; and an irrigation system consisting of 48 fixed 57-gpm sprinkler nozzles with irrigation onto 42.62 acres at the Macon County Landfill, with no discharge of wastes to the surface waters of the State, and in conformity with the project plan, specifications, and other supporting data subsequently filed and approved by the Department of Environment and Natural Resources. I certify that the construction of the above referenced project was observed to be built within substantial compliance and intent of the approved plans and specifications. Signature: Date: Registration No. Mail this Certification to the: DENR -/DWQ Construction Grants & Loans Section Attn: Ken Pohlig, P.E. 1633 Mail Service Center Raleigh, NC 27699-1633 North Carofina x:er P P1atthew� D'4rtOi ern NCDENR Department of Environment and Natural Resources Mr. Sam K. Greenwood, Manager Macon County Macon County Courthouse Annex 5 West Main Street Franklin. NC 28734 1.;„is€of, of Waste Managernent Solid Waste Section October 26, 2006 michaol F, E-zslcq. Governor William G. Ross A- Secrataiy Re. Modification to the Permit, Spray Irrigation of Wastewater Macon County Municipal Solid Waste Landfill, Permit Number 57-03, Doc ID# RC0547 Dear Mr. Grecnwood: This letter is in response to your request to modify the permit for the referenced landfill to allow the spray irrigation of wastewater from the adjacent Town of Franklin Wastewater Treatment Plant. The plan is to utilize only future Cell 3 for the spray irrigation site and not to use any portions of the active Cells 1 or 2. The portable spray irrigation system will be installed above ground and will be removed prior to use of this area as a landfill. By copy of this letter, the Solid Waste Section (Section) hereby issues the Modification to the Permit to allow the use of the portable spray irrigation system in accordance with the Approved Plan. Please note that from the Section's perspective, Macon County as the landfill owner/operator is responsible for ensuring compliance with 15A NCAC 13B, Section .1600 Requirements for Municipal Solid Waste Landfill Facilities. Under these rules, any increase above background detected in the ground water monitoring wells for the landfill automatically trigger assessment monitoring and, if required, corrective action, If Macon County as owner/operator of the landfill believes that the contamination is from the spray irrigation system, a demonstration will have to be made that a source other than the landfill caused the increase above background or the County will be required to initiate assessment monitoring in accordance with 15A NCAC 13B Rules .16-34-.1638. It is important to note that the use of the spray irrigation system in an area proposed for future landfill disposal could effect the development of that phase. A significant part of the permit application for landfill expansion into Cell 3 will be a site characterization, which will include an assessment of the ground water quality in Cell 3. If the spray irrigation system has impacted '104 Uc: Hing, ,a 7,0, Svmnnanua, €dcrl^ Carolina-, 28T,18 �"�=onE'FAX Mr. Sara Greewood Permit Modification October 26, 2006 Page 2 groundwater in the proposed area, an assessment will be required. It is important to note that the results of this assessment could significantly impact the use of this cell for landfill expansion. If you have any questions, please call Jim Coffey, phone number 828-296-4703 at the Asheville Regional Office. cc. Jim Coffey Jim Patterson Chris Stahl, Macon County Solid Waste Mike Waresak, Mark Cathey, McGill Associates Edward F. Mussler ql Sincerely, CN = Edward F. Mussler III, C = y. US, o = Division of Waste _ Management. OU = Solid Waste section I have reviewed this document and I am approving this document 2006.1026 08:40:57 -04'00' Edward F. Mussler, 111, P.E., Permitting Branch Supervisor Solid Waste Section cc. Jim Coffey Jim Patterson Chris Stahl, Macon County Solid Waste Mike Waresak, Mark Cathey, McGill Associates GROUND WATER MONITORING WELL PROPOSED REUSE fRRIGATION PUMP STATION PROPOSED INSTALL. TRAVELING—\ BRIDGE FILTER PROPOSED 4' DIP FILTER INFLUENT--\ FORCE MAIN PROPOSED EFFLUENT PUMP STATION a /r J df GvrI c4 00 PLAN SCALE: 1'- 20C' C :4' ALUMINUM TRRIGA71ON RPTNG AND CIATED ELECTRIC VALVES ANU FliT1NG5 E INSTALLED ON THE SURFACE. NON -IRRIGATED AREA (TYP.6) MON GUN 3 SPRAY IRRIGATION GUN DETAIL NO�T� TO SCALE �arn�ian c2 13o�.nry = �rrl�u L�`1L"�� Area -. �i� *uooeAr iK PROPOSED GROUNDWATER MONITORING WELL (MW -1) PROPOSED SPRAY IRRIGATION FIELDS \PROPOSED 57 GPM, 105` RADIUS SPRINKLER Hf AD (TYP. 128 ESTIMATED); ACTUAL QUANTITIES AND LOCATIONS BY IRRIGATION SYSTEM SUPPLIER PROPOSED 4' ALUMINUM IRRIGATION PfPE ELECTRIC CONTROL. VALVES AND SENDS, WITH QUICK CONNECTS, INSTALLED ON SURFACE (TYP.-•NOT SHOWN); LOCATIONS TO 8E DETERMINED BY IRRIGATION SYSTEM SUPPLIER � E IRR:GATION SYSTEM SUPPLIER SHALL DESIGN THE SYSTEM LAYOUT AND CONTROL SYSTEM TO PROVIDE APPROXIMATELY 32 ZONES WITH ELECTRICALLY CONTROLLED VALVES tNSTALLED AT EACH ZONE. SUBMIT LAYOUT AND CONTROL PLAN TO ENGINEER FOR APPROVAL 2. CONTRACTOR SHALL FURNISH AND INSTALL 4' ALUWXJM IRRIGATION PIPE FOR SURFACE INSTALLATION. WITH "ICK CONNECTS, INCLUD(NG TEES AND BENDS (ALL WITH QUICK CONNECTS). QUANTITIES AND LOCATIONS TO BE DETERMINED BY IRRIGA ,ON SYSTEM SUPPLIER. 'S. CONTRACTOR SHALL FURNISH AND INSTALL TRIPOD MOUNT ASSEMBLIES, EACH WITH SPRAY IRRIGATION GUN RATED FOR 57 GPM, 44 PSI 105' RADIUS SPRAY. QUANTITY AND LOCATION TO BE DETERk iNFD BY IRRIGATION SYSTEM SUPPLIER. WELL LOCATIONS PER NCDWO COMMENTS REVISED LAYOUT AND STATE REMEW COUMENTS r U pm"w 0 P" I, cz Vow az a rn u dw IT m LF W . N m i W Oi .. C w d m N Z O 4 m V Q V P Z Q w a r w Cn U) Ld J � J LLI Lu Al SHEET h e