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HomeMy WebLinkAboutWQ0002284_Final Permit_19890823State of North Carolina Department of Environment, Health and Natural Resources Division of Environmental Management 512 North Salisbury Street • Raleigh, North Carolina 27611 James G. Martin, Governor William W. Cobey, Jr., Secretary August 23, 1989 Mr. E. Paul Breaux, Jr., General Partner Kinnakeet Shores Partnership P. O. Box 1630 Kill Devil Hills, North Carolina 27948 R. Paul Wilms Director Subject: Pert No. WQ0002284 Kinnakeet Shores Partnership Kinnakeet Shores Soundside Wastewater Treatment and Disposal Facilities Dare County Dear Mr. Breaux: In accordance with your application received February 26, 1988, we are forwarding herewith Permit No WQ0002284, dated August 23, 1989, to Kinnakeet Shores Partnership for the construction and operation of a 0.220 mgd wastewater treatment and disposal facility. This permit shall be effective from the date of issuance until July 31, 1991, and shall be subject to the conditions and Iimitations as specified therein. Issuance of this permit hereby supersedes Permit No. 15514 issued December 21, 1987 as the permitted facilities will be replaced by facilities included in the subject permit. You must notify the Division, in writing that the subject facilities are complete and a request for Permit No. 15514 to be voided submitted within thirty (30) days of these facilities being abandoned. If any parts, requirements, or limitations contained in this permit are unacceptable to you, 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 fora, of a written petition, conforming to Chapter 150B of North Carolina General Statutes, and fled with the Office of Administrative Hearings, P.O. Box 11666, Raleigh, NC 27604. Unless such demands are made this permit shall be final and binding. Pollution Prevention Pays P.O. Box 27687, Raleigh, Nonh Carolina 27611-7687 Tclephone 919-733-7015 An Equal Opportunity Affirmative Action Employcr One set of approved plans and specifications is being forwarded to you. If you need additional information concerning this matter, please contact Ms. Carolyn McCaskill at 919/ 733-5083. Sincerely,, R. Paul Wilms cc: Dare County Health Department Washington Regional Office Groundwater Section Bissell Associates NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES PERMIT For the discharge of Sewage, Industrial Wastes, or Other Wastes 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 Kinnakeet Shores Partnership Dare County FOR THE operation of existing facilities consisting of approximately 3143 linear feet of 8-inch gravity sewers, 3362 linear feet of 4-inch force main, a 134 GPM wet well pump station equipped with duplex submersible pumps and high water alarms, abandonment of an existing 0.05 mgd extended aeration wastewater treatment facility, and construction and operation of a new 0.220 mgd extended aeration wastewater treatment and disposal facility consisting of a flow splitter box with bar screen, a 55,000 gallon surge tank with 153 gpm duplex surge pumps, dual 110,000 gallon each aeration basins, dual 24,684 gallon secondary clarifiers, a 32,912 gallon aerated sludge holding tank, 468 cfm triplex blowers, a 174 square -feet traveling bridge filter with 120 gpm backwash pumps, 3820 gallon each chlorine contact chambers with gaseous feed chlorinator, an effluent flow recorder and totalizer, a 5000 gallon effluent dosing tank with 80 gpm duplex dosing pumps and high water alarm, four (4) 100-foot diameter each hydraulically driven rotary distributors and all associated valves, nozzles, pipes and appurtenances, and a standby power unit to serve Kinnakeet Shores Soundside with no discharge to the surface waters of this State, pursuant to the application received February 26, 1988 and in conformity with the project plan, specifications, and other supporting data subsequently filed and approved by the Department of Environment, Health, and Natural Resources and considered a part of this permit. This permit shall be effective from the date of issuance until July 31, 1991 and shall be subject to the following specified conditions and limitations: 1. Issuance of this permit is intended to replace the existing permitted facilities included in Permit No. 15514 issued December 21, 1987. The applicant must construct the subject facilities and notify the Washington Regional Office, in writing, that the existing wastewater treatment facility has been abandoned and a request for voiding Permit No. 15514 be submitted to the Division within thirty (30) days of this abandonment. 2. This permit shall become voidable unless the facilities are constructed in accordance with the conditions of this permit, the approved plans, 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. 4. The facilities shall be properly maintained and operated at all times. 5. 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 15 NCAC 2H .0205 (c)(4). 6. This permit is not automatically transferable. In the event the facilities change ownership, or there is a name change of the Permittee, a formal request must be submitted and accompanied by an application fee, documentation from the parties involved, and other supporting materials as may be appropriate. 7. The Permittee shall employ a certified wastewater treatment plant operator to be in responsible charge of the wastewater treatment facilities_ The operator must hold a certificate of the grade at least equivalent to the classification assigned to the wastewater treatment facilities by the Certification Commission. Within thirty days after the wastewater treatment facilities are 50% complete, the Permittee must submit a letter to the Certification. Commission which designates the operator in responsible charge. 8. Upon completion of construction 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. Mail the certification to the Permits and Engineering Unit, P.O. Box 27687, Raleigh, NC 27611-7687. 9. Upon the availability of a municipal or regional sewerage collection system, the subject wastewater treatment facility shall be abandoned and all wastewater discharged into the municipal or regional sewerage system 10. This permit shall become voidable if the soils fail to adequately absorb the wastes and may be rescinded unless the facilities are installed, maintained, and operated in a manner which will protect the assigned water quality standards of the surface waters and ground waters. 11. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance conditions, the Permittee shall take such immediate corrective action as may be required by this Division, including the construction of additional or replacement wastewater treatment or disposal facilities. 12. The Washington Regional Office, telephone no. 919/946-6481 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. 13. Any monitoring deemed necessary by the Division of Environmental Management to insure surface and ground water protection will be established and an acceptable sampling reporting schedule shall be followed. 14. The sludge generated from 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 Environmental Management. 15. The permittee shall submit a sludge disposal plan in accordance with General Statute 143-215.1 and in accordance with permit condition number 15, Permit No. 15514. A sludge disposal plan is required to be submitted and in operation within four (4) months of the date of issuance of this permit. 16. A record shall be maintained of all sludge removed from this facility. The record shall include but is not limited to the date the sludge was hauled, and the volume of sludge removed. 17. Adequate measures shall be taken to divert stormwater runoff and prevent wastewater runoff from the rotary distributor disposal area. 18. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited. 19. The rotary distribution fields shall be raked twice weekly during the months April to October, and once a week during the months November to March. 20. The screenings removed from the wastewater treatment plant shall be properly disposed of in a sanitary landfill. 21. The distribution field(s) shall be kept free of vegetation at all times. There shall be no rotor tillers used on the rotary distribution field(s). Vegetation must be removed from the field(s) manually. 22. The application of chemicals to the distribution field(s) is expressly prohibited. 23. The Permittee, at least six (6) months 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. 24. The Permittee shall provide for the pump station and force main the following items: a. Pump-on/pump-off elevations located so that 2-8 pumping cycles may be achieved per hour in the pump station. b. An air relief valve located at all high points along the force main. c. A screened vent for the wet well. d. Fillets located in the wet well at the intersection of the flooring and sidewalls. e. Three (3) feet of cover (minimum) over the force main or the use of ferrous material where three (3) feet cannot be maintained. f. Sufficient devices which will protect the pump station from vandals. g. Flood protection if the pump station is located below the 100-year flood elevation. 25. The issuance of this permit shall not relieve the Permittee of the responsibility for damages to surface or groundwaters resulting from the operation of this facility. 26. 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. 27. No traffic or equipment shall be allowed on the disposal area except while installation occurs or while normal maintenance is being performed. 28. The permittee 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 beep 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 date of the inspection and shall be made available upon request to the Division of Environmental Management or other permitting authority. 29. Additional reports on the operations of the treatment and disposal facilities shall be submitted to the Washington Regional Office at regular intervals and in such form and detail as may be required by this Division. 30. Chlorine shall be maintained in the chlorinator at all times such that a minimum of 0.5 mg/l of chlorine residual is maintained after 30 minutes of contact time. 31. Any duly authorized officer, employee, or representative of the Division of Environmental Management may, upon presentation of credentials, enter and inspect any property, premises or place on or related to the disposal site and facility at any reasonable time for the purpose of determining compliance with this permit; may inspect or copy any records that must be kept under the terms and conditions of this permit; or may obtain samples of groundwater, surface water, or leachate. 32. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to an enforcement action by the Division of Environmental Management in accordance with North Carolina General Statutes 143-215.6. 33. A set of approved plans and specifications for the subject project must be retained by the Permittee for the life of this project. 34. 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 15 NCAC 2H .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. 3 5. The following buffers shall be maintained: a) 100 feet between disposal area and any public or private water supply including wells b) 100 feet between disposal area and "SA and SB" classified surface waters c) 100 feet between disposal area and any stream, lake, impoundment, marsh, or coastal waters, river or natural drainageway d) 50 feet between disposal area and property lines e) 200 feet between disposal area and surface water interceptor drains or diversions (upslope) f) 200 feet between disposal area and surface water interceptor drains or diversions (downslope) and groundwater drainage systems. g) 200 feet between disposal area and groundwater lowering and surface drainage ditches 36. The effluent from the subject facilities shall be limited and monitored by the permittee at the point prior to discharge to the rotary distributor for the following parameters: Parameter BOD5, 5-day, 20C TSS Fecal Coliform PH NH3 Flow Settleable Matter Residual Chlorine NO3 TDS Total Coliforn s TOC Chlofide Orthophosphate TOx NH4 Discharge Limitation, Location of fraonthly averageaveragel Samt2lin Points 10 mg/l 10 mg/1 1000 #/ 100 nil Influent, Effluent Influent, Effluent Effluent Influent, Effluent Influent, Effluent Influent or Effluent Effluent Effluent Effluent Effluent Effluent Effluent Effluent Effluent Effluent Effluent Measurement Frequency *2/Month *2/Month *2/Month Monthly Monthly Continuous, Recording Daily Daily Monthly Monthly Monthly Monthly Monthly Monthly Monthly Monthly *2/Month sampling frequency only during the months of May through September. During the remainder of the year, these parameters shall be monitored monthly. 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 limitations. Monitoring reports shall be submitted monthly to the Water Quality Supervisor of the Washington Regional Office, P.O. Box 1507, Washington, North Carolina, 27889. Each report shall be due within thirty (30) days following the end of the reporting period. 37. The length of time that the standby power unit is operated shall be monitored and reported in the monthly reports described above. The length of time that the standby power unit is operated due to power outage shall be reported separately from the time that the standby power is operated for the purpose of routine exercising. 3 8. The treatment facility shall be operated such that the treatment facility achieves a minimum of 90 percent removal of BOD5 and Total Suspended Solids and shall meet monthly average effluent limits contained in condition number 36. 39. All treatment units described in this permit including the flow measuring and recording device, and the automatically activated standby power generator shall remain operational at all times. In the event of the failure of any unit or the bypass or overflow of any wastewater, the Permittee shall notify the Division of Environmental Management, Washington Regional Office, within twenty-four (24) hours after the occurrence. 40. Prior to beginning operation of the 220,000 gpd disposal system, five (5) monitor wells, one (1) upgradient and four(4) downgradient, shall be installed to monitor groundwater quality. The location and construction details for these wells must be approved by the Washington Regional Office, from which a well construction permit must be obtained. Note: The monitor well locations approved by the Regional Office may be different from the well locations indicated on the approved plans. 41. Prior to beginning operation of the 220,000 gpd disposal facility, a piezomete.r well shall be installed at the center of the rotary distributor system to monitor water levels. 42. The monitor wells shall be sampled initially after construction (and prior to waste disposal operations) and thereafter every April, July, September, and November for the following parameters: NO3 (10.0) TDS (500.0) Total Coliforms (1/100ml) TOC NH4 PH (6.5-8 standard units) Chloride (250.0) Orthophosphate TOX, in November only Water Level The measurement of water level must be made prior to sampling for the remaining parameters. Water level measurements must be taken at all five (5) monitor wells and the piezometer well on a monthly basis from April through September, as well as in November, and submitted to the Division with the groundwater quality monitoring data. The numbers in parentheses represent the maximum allowable concentration in groundwater for the various constituents as specified in 15 NCAC 2L (Groundwater Classifications and Standards). Unless otherwise noted the units are mg/1(ppm). 43. The analytical methods used for TOX must be capable of detecting the total of all halogenated organic compounds present at a concentration of 5.0 parts per billion (ppb) or greater. In the event that a TOX concentration of 5.0 ppb or greater is detected, any individual halogenated organic "compound (s) present at a concentration at or above the method detection limit (MDL) must be identified and quantified utilizing EPA methods 601, 602, 604, and 611. 44. If TOC concentrations greater than 10 mg/1 are detected in any downgradient monitoring well, additional sampling and analysis must be conducted to identify the individual constituents comprising this TOC concentration. If the TOC concentration as measured in the back ound monitor well exceeds 10 mg/l, this concentration will be taken to represent the naturally occurring TOC concentration. Any exceedances of this naturally occurring TOC concentration in the downgradient wells shall be subject to the additional sampling and analysis as describfxl above. 45. The results of the sampling and analysis shall be sent to the NC Division of Environmental Management on Form GW-59 [Compliance Monitoring Report Form] by the end of the month following the month sampling is required. 46. The Compliance Boundary delineated on the attached site plan for the disposal system is specified by regulations in 15 NCAC 2L, Groundwater Classifications and Standards. An exceedance. of Groundwater Quality Standards beyond the Compliance Boundary is subject to the penalty provisions applicable under General Statute 143-215.6(1)a. The sale of property, by the Permittee, which is within. or contiguous to the disposal system site may alter the location of the Compliance Boundary. If the title to any property wl-ich may affect the location of the Compliance Boundary is changed, the permittee shall notify the Division of Environmental Management Director within 14 days. The Director shall then establish a modified Perimeter of Compliance which will be. done as a modification to the Permit. For facilities permitted on or after December 30, 1983, the compliance boundary is established at the lesser of 250 feet from the edge of the rotary distributors, or 50 feet within the property boundary. The Review Boundary delineated on the attached site map for the disposal system is specified by regulations in 15 NCAC 2L, Groundwater Classifications and Standards. A Review Boundary is established around disposal systems midway between the Compliance Boundary and the perimeter of the waste disposal area. When the concentration of that substance at the Review Boundary, as determined by monitoring, the penrittee shall either (i) demonstrate, through predictive calculations or modeling, that natural site conditions, facility design and operational controls will prevent a violation of standards at the Compliance Boundary; or, (ii) submit a plan for the alteration of existing site conditions, facility design or operational controls that will prevent a violation of standards at the Compliance Boundary, and implement that plan upon its approval by the Director. The measuring points for water levels on all wells shall be surveyed and their elevation referenced to mean sea level. The measurements taken shall be accurate to +/- 0.01 feet. 47. If the groundwater table elevation exceeds 6.5 above mean sea level at the center of the rotary distributor disposal site or if breakout of effluent occurs, either the loading rate must be reduced or site modifications performed by the permittee to prevent additional water table rise or surface breakout. 48. Any additional groundwater quality monitoring, as deemed necessary by the Division, shall be provided. 49. Two (2) weeks prior to system start-up, the Permittee shall notify the Division of Environmental Management, Washington Regional Office, that operation is about to commence. 50. The flow measurement device shall be calibrated annually by a representative of a firm which is routinely engaged in the calibration of flow measurement devices. Records of this calibration, including all information pertinent to the calibration, shall be available during any inspection by the Division staff. 51. A maintenance log shall be maintained at this facility for a minimum of five (5) years, including but not limited to the following items: a. All sampling results b. Visual observations of the plant and plant site c. Record of preventative maintenance (changing of filters, adjusting belt tensions, etc.) d. Date of calibration of flow measurement device e. Date and results of power interruption testing on alternate power supply f. Dates field(s) were raked and arms inspected g. Record of sludge activities as required by condition number 16 52. The design capacity of 220,000 gpd shall not be exceeded. Permit issued this the 23rd day of August,1989 NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION i R. Paul Wilms, Director Division of Environmental Management By Authority of the Environmental Management Commission Permit No. WQ0002284 Eneineer's Certification I, , as a duly registered Professional Engineer in the State of North Carolina, having been authorized to observe (periodically, weekly, full tune) the construction of the project, for the Project Name or Location 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 the approved plans and specifications. Signature Registration No. Date