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HomeMy WebLinkAboutWQ0007217_Final Permit_19930219State of North Carolina Department of Environment, Health and Natural Resources Division of Environmental Management 512 North Salisbury Street • Raleigh, North Carolina 27604 James B. Hunt, Jr., Governor February 19, 1993 R. D. Nelson, Natural Resources and Environmental Affairs Officer United States Marine Crops Air Station - Cherry Point, N.C. BLDG 198, STOP 1, CODE LN Cherry Point, North Carolina 28533-5000 Dear Mr. Nelson Jonathan B. Howes, Secretary Subject: Permit No. WQ0007217 (Renewal of Permit No. 16206) USMC Air Station - Cherry Point U.S. Naval Aerial Target Facilities at Piney Island (BT-11) Wastewater Spray Irrigation Carteret County In accordance with your application received November 4, 1992, we are forwarding herewith Permit No. WQ0007217, dated February 19, 1993, to the United States Marine Crops Air Station - Cherry Point, N.C. for the continued operation of the subject wastewater collection, treatment and disposal facilities. This permit shall be effective from the date of issuance until January 31, 1998, shall void Permit No. 16206 issued May 16, 1988, 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. 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 form of a written petition, conforming to Chapter 150B of North Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447, Unless such demands are made this permit shall be final and binding. Regional Offices Asheville Fayetteville Mooresville Raleigh Washington Wilmington Winston-Salem 704/251-6208 919/486-1541 704/663-1699 919/5714700 919/946-6481 919/395-3900 9191896-7007 Pollution Prevention Pays F.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-7015 An Equal Opportunity Affirmative Action Employer If you need additional information concerning this matter, please contact Mr. Michael D. Allen at (919) 733-5083. Sincerely, A. Prest Howard, Ir., P.E. Acting Director cc: Carteret County Health Department Wilmington Regional Office, Water Quality Wilmington Regional Office, Groundwater Groundwater Section, Jack Floyd Training and Certification Unit Facilities Assessment Unit, Karen Colby NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES RALEIGH SPRAY IRRIGATION 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 THE United States Marine Crops Air Station - Cherry Point, N.C. Carteret County FOR THE continued operation of 1,750 GPD non -discharge type wastewater treatment and disposal facility consisting of approximately 805 linear feet of 6-inch ductile iron gravity sewer line, a 3,800 gallon twin compartment septic tank, two (2) 265 ft2 recirculating surface sand filters, a recirculation pump tank with dual 75 GPM submersible pumps and high water alarm, a tablet chlorine unit and contact tank, a 64,100 gallon holding tank, a spray irrigation pump tank with dual 140 GPM submersible pumps with high water alarm, approximately 40 linear feet of 4-inch force main, approximately 14,100 linear feet of 6-inch force main, a spray irrigation field consisting of two elevated spray heads with a spray diameter of 200 feet each, with a total application area of 62,832 ft2 to serve the U.S. Naval Aerial Target Facilities at Piney Island (BT-11) with no discharge of wastes to the surface waters, pursuant to the application received November 4, 1992, 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 January 31, 1998, shall void Permit No. 16206 issued May 16, 1988, and shall be subject to the following specified conditions and limitations: I. PERFORMANCE STANDARDS 1. The spray irrigation 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 there 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 absorb the wastewater, the Permittee shall take such immediate corrective action to correct the problem, including actions as may be required by the Division of Environmental Management. 2. The issuance of this permit shall not relieve the Perrnittee of the responsibility for damages to surface or groundwaters resulting from the operation of this facility. 3. 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. 4. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited. 5. The following buffers shall be maintained: a) 400 feet between wetted area and any residence or places of public assembly under separate ownership, b) 150 feet between wetted area and property lines, c) 100 feet between wetted area and wells, d) 100 feet between wetted area and drainageways or surface water bodies, e) 50 feet between wetted area and public right of ways, f) 100 feet between wastewater treatment units and wells, g) 50 feet between wastewater treatment units and property lines. Some of the buffers specified above may not have been included in previous permits for this waste treatment and disposal system. These buffers are not intended to prohibit or prevent modifications, which are required by the Division, to improve performance of the existing treatment facility. These buffers do, however, apply to modifications of the treatment and disposal facilities which are for the purpose of increasing the flow that is tributary to the facility. These buffers do apply to any expansion or modification of the spray irrigation areas and apply in instances in which the sale of property would cause any of the buffers now complied with, for the treatment and disposal facilities, to be violated. The applicant is advised that any modifications to the existing facilities will require a permit modification. II. OPERATION AND MAINTENANCE REQUIREMENTS 1. The facilities shall be properly maintained and operated at all times. 2. Upon classification of the facility by the Certification Commission, the Pemuttee shall employ a certified wastewater treatment plant operator to be in responsible charge (ORC) of the wastewater treatment facilities. The operator must hold a certificate of the type and grade at least equivalent to or greater than the classification assigned to the wastewater treatment facilities by the Certification Commission. The Permittee must also employ a certified back-up operator of the appropriate type and grade to comply with the conditions of Title 15A, Chapter 8A, .0202. The ORC of the facility must visit each Class I facility at least weekly and each Class II, III, and IV facility at least daily, excluding weekends and holidays, and must properly manage and document daily operation and maintenance of the facility and must comply with all other conditions of Title 15A, Chapter 8A, .0202. 3. A suitable vegetative cover shall be maintained. 4. Irrigation shall not be performed during inclement weather or when the ground is in a condition that will cause runoff. 5. Adequate measures shall be taken to prevent wastewater runoff from the spray field. 6. 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. 7. The average annual daily application rate shall not exceed 0.125 inches not to exceed thirty- five (35) minutes per day. 2 8. No type of wastewater other than that from U.S. Naval Aerial Target Facilities at Piney Island (BT-11) shall be sprayed onto the irrigation area. 9. No traffic or equipment shall be allowed on the disposal area except while installation occurs or while normal maintenance is being performed. 10. Public access to the land application sites shall be controlled during active site use. Such controls may include the posting of signs showing the activities being conducted at each site. 11. Routine maintenance on at least a weekly basis must be performed on the sand filter units to keep the surface free of vegetation and organic material. If clogging results in exessive ponding of wastewater, the filter sand must be removed and replaced as necessary. The sand must be maintained at a depth of at least 24 inches. III. MQNITORING AND REPORTINCzREQUIREMENTS 1. Any monitoring (including groundwater, surface water, soil or plant tissue analyses) 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. 2. Adequate records shall be maintained by the Permittee tracking the amount of wastewater disposed. These records shall include, but are not necessarily limited to the following information: 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. 3. The effluent from the subject facilities shall be monitored by the Permittee at the point prior to irrigation every March, July and November for the following parameters: BOD5 TSS Fecal Coliform pH NH3 as N 4. Three copies of all operation and disposal records (as specified in condition III 2) and all effluent monitoring data (as specified in condition I11 3) and any other data as may be required shall be submitted on or before the last day of the following month to the following address: NC Division of Environmental Management Water Quality Section Facility Assessment Unit PO Box 29535 Raleigh, NC 27626-0535 3 S. Noncompliance Notification: The Permittee shall report by telephone to the Wilmington Regional Office, telephone no. (919) 395-3900 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. 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 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. Persons reporting such occurrences by telephone shall also file a written report in letter form within 15 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. GROUN12aATER REQUIREMENTS The Compliance Boundary for the disposal system is specified by regulations in 15 NCAC 2L, Classifications and Water Quality Standards applicable to the groundwater of North Carolina. An exceedance of Groundwater Quality Standards beyond the Compliance Boundary is subject to penalty provisions applicable under General Statute 143-215.6A. The sale of property, by the Permittee, which is within or contiguous to the disposal system site may alter location of the Compliance Boundary. For facilities permitted on or after December 30, 1983, the Compliance Boundary is established at the lesser of 250 feet from the disposal system, or 50 feet within the property boundary. If the title to any property which may affect the location of the Compliance Boundary is changed, the permittee shall notify the Division Director within 14 days. The Director shall then establish a modified Compliance Boundary which will be done as a modification to the Permit. The REVIEW BOUNDARY 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 any substance equals or exceeds the maximum allowable concentration of that substance at the REVIE BOUNDARY, as determined by monitoring, the permittee shall ie ther (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; 9rr, (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. 4 2. Any groundwater quality monitoring, as deemed necessary by the Division, shall be provided. 1. Adequate inspection, maintenance, and cleaning shall be provided by the Permittee to insure proper operation of the subject facilities. 2. The Perzittee 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 date of the inspection and shall be made available upon request to the Division of Environmental Management or other permitting authority. 3. 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. V1. GENERAL CONDITIONS 1. This permit shall become voidable unless the facilities are constructed in accordance with the conditions of this pen -nit, the approved plans, specifications, and other supporting data. 2. This permit is effective only with respect to the nature and volume of wastes described in the application and other supporting data. 3. This permit is not transferable. 1n 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 of Environmental Management 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. Failure to abide by the conditions and limitations contained in this pennit may subject the Permittee to an enforcement action by the Division of Environmental Management in accordance with North Carolina General Statute 143-215.6A to 143-215.6C. 5. The issuance of this permit does not preclude 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) which have jurisdiction. 6. A set of approved plans and specifications for the subject project must be retained by the Permittee for the life of the project. 7. The annual administering and compliance fee must be paid by the Permittee within thirty 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). 5 8. 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. Permit issued this the 19th day of February, 1993 NORTH CAROLINA ENVIRONMENTAL MANAGEMENT CONEVIISSION C �- -- L, - 0"J " - - Lo A. 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No. W; -OOd Z2T IssueDate: Expiration Date: -3 1 -43 Existing Facility LNew Facility Rated By: _ L>e( n �xcl-_— Date: Reviewed (Train. & Cert.) Reg. Office Reviewed (Train. & Cert:) Central Office OR Ko�!7 Grade�G�� Plant Class: (circle one) I i 11 ill IV Total Points ITEM POINTS (5) SECONDARY TREATMENT UNITS (a) Carbonaceous Stage (1) Industrial Pretreatment Units and/or (i)Aerelion - High Purity Oxygen System ... - . 20 Industrial Pretreatment Program Diffused Air System .......... 1 C (see definition No. 33) 4 Mechanical Air System (fixed, (2) DESIGN FLOW OF PLANT IN GPD floating or rotor) .............. 8 (not applicable to non -contaminated cooling waters, sludge Separate Sludge Reaeration V handling facilities for water purification plants, totally (i i) Trickling Filter closed cycle systems (def. No. 11), and facilities High Rate ................... 7 consisting only of Item (4) (d) or Items (4) (d) and (11) (d]], Standard Rate .............. . 5 0 20,000......................... Packed -rower............... 5 20.001 -- 50,000.......................... 50,001 -- 100,000 2 3 (iii) Biological Aerated Filter or Aerated .......................... 100.001 -- 250,000 .......... . ............... 4 Biological Filter ...................... (iv) Aerated Lagoons ..................... 1 G 250.001 -• 500,000.......................... 5 . 500,001--1,000,000 .......................... 8 (v) Rotating Biological Contactors .......... 10 1.000,001 -- 2,000,000 ........................ 10 2,000,001 (and up) - rate 1 point additional for each (v i) Sand Filters- 200,000 gpd capacity up to a intermittent biological . .. 2 maximum of 30 0 recirculating biological .. .. Design Flow (gpd) : (vii) Stabilizction Lagoons ................... 5 (3) PRELIMINARY UNITS (see definition no. 32) (viii)C!arifier .............................. (a) Bar Screens ................................ 1 (ix) Single stage system for combined or carbonaceous removal of BOD and (b) Mechanical Screens, Static Screens or nitrogenous removal by nitrification Comminuting Devices ........... ............. 2 (see def. No. 12) (Points for this item (c) Grit Removal ............................... 1 have to be in addition to items (5) (a) or (i) through (5) (a) (viii) ................. 8 (d) Mechanical or Aerated Grit Removal ........... 2 (x) Nutrient additions to enhance BOD (e) Flow Measuring Device ....................... 1 removal............................... 5 or (I) Instrumented Flow Measurement 2 (xi) Biological Culture ('Super Bugs') addition .............. (g) Preaeration 2 to enhance organic compound removal ..... 5 ................................ (b) Nitrogenous Stage (h) Influent Flow -Equalization 2 (i) Aeration - High Purity Oxygen System ..... 20 ................... (i) Grease or Oil Separators - Gravity .......... 2 Diffused Air System ........... Mechanical Air System (fixed, 10 Mechanical .......... 3 floating, or rotor) ...... ...... 8 Dissolved Air Flotation- 8 Separate Sludge Reaeration ..... 3 U) Prechlorination ......... .......... 5 (i i) Trickling Filter - Nigh Rate ..... - .. 7 (4) PRIMARY TREATMENT UNITS (a) Septic Tank (see definition no. 43) .............. Standard Rate ie ............ Packed Tower 5 5 (b) Imhoff Tank ................................. ............ (iii) Biological Aerated Filter or Aerated (c) Primary Clarifiers ............................ 5 Biological Filler ......................... 10 (d) Settling Ponds or Settling Tanks for Inorganic (iv) Rotating Biological Contactors ......... 10 Non -toxic Materials (sludge handling facilities (v) Sand Filter - for water purification plants, sand, gravel, intermittent biological ........ 2 stone, and other mining operations except recircuialing biological ........ 3 recreational activities such as gem or gold (vi) Clarifier ................................ 5 mining) ...................................... 2 „ATIARY OR ADVANCED TREATMENT UNIT (a) Activated Carbons Beds - without carbon regeneration .................. 5 with carbon regeneration .................... 1 5 (b) Powdered or Granular Activated Carbon Feed - wilhout carbon regeneration ................. 5 with carbon regeneration . . ................. 15 (c) Air Stripping ............................. 5 (d) Denitrificalion Process (separate process) . .. . . 1 0 (e) Electrodialysis .............................. 5 (() Foam Separation ...................... I ...... 5 (9) ]on Exchange ................................ 5 (h) Land Application of Treated Effluent (see definition no. 22b) (not applicable for sand, gravel, stone and other similar mining operations) (i) on agric ollurally managed riles (See def. , No.4)................................... 1 0 (i i) by high rate infiltration on non -agriculturally managed sites (includes rotary distributors and similar fixed nozzle systems) ........... 4 (iii) by subsurface disposal (includes low pressure pipe systems and gravity systems except at plants consisting of septic lanai and nitrifica- tion lines only) ............................. 4 (i) Microscreens.................................. 5 (j) Phosphorus Rerno•ral by Biological Processes (See def. No. 26) ............................ 20 (k) Polishing Ponds without aeration ....... 2 with aeration .......... 5 (1) Post Aeration • cascade .............. 0 diffused or mechanical . .. 5 (m) Reverse Osmosis ............................... 5 (n) Sand or Mixed -Media Filters - low rate ........... 2 high rate .......... 5 (o) Treatment processes for removal of metal or cyanide .................................... 15 (p) Treatment processes for removal of toxic materials other than metal of cyanide ......... 1 5 1 SLUDGE TREATMENT (a) Sludge Digestion Tank - Heated ............... 10 Aerobic ............... 5 Unheated ...... ....... 3 (b) Sludge Slabilizafion (chemical or thermal) .... ... 5 (c) Sludge Drying Beds - Gravity ................. 2 Vacuum Assisted ....... 5 (d) Sludge Eluiria6on ............................. 5 (e) Sludge Conditioner (chemical or thermal) ........ 5 (f) Sludge Thickener (gravity) ...................... 5 (g) Dissolved Air Flotation Unit (not applicable to a unit rates as (3) (i) ......... 8 (h) Sludge Gas Ulilizalion (including gas storage) . .. . 2 (i) Sludge Holding Tank - Aerated ................ 5 Non•aeraled ............ 2 (j} Sludge Incinerator - (not including activated carbon regeneralion) ..... 10 (k) Vacuum Filler, Centrifuge or Filler Press or other similar dewatering devices .................... 10 (8) SLUDGE DISPOSAL (including incinerated ash) (a) Lagoons ........................................ 2 (b) Land Application (surface and subsurface) (see definition 22a) -where the facility holds the land app. permit . .. 10 -by contracting to a land application operator who holds the land application permit ................ 2­ -land application of sludge by a contractor who does not hold the permit for the wastewater treatment facility where the sludge is generated ......... 10 (c) Landfilled (burial) ............................. 5 (9) DISINFECTION (a) Chforinaliort ........................ ..... (b) Dechlorinalion ........................ (c) Ozone .............................. 5 (d) Radiation ........................... 5 (10) CHEMICAL ADDITION SYSTEM (S) (See derin4iun No. 9) (not applicable to chemical additions rated as ilem (3) (j), (5) (a) (xi), (6) (a), (6) (b), (7) (b), (7) (e), (9) (a), (9) (b), or (9) (c) 5 points each: List: (11) MISCELLANEOUS UNITS (a) Holding Ponds, bolding Tanks or Settling Ponds for Organic or Toxic Materials including wastes from opining operations containing nitrogen and/or phosphorous compounds in amounts significantly greater than is common for domestic wastewater ......... (b) Effluent Flow Equalization (not applicable to storage basins which are inherent in land application systems) (c) Stage Discharge (not applicable to storage basins 5 5 5 5 4 N inherent in land application systems ..................................... 5 (d) Pumps.........: ......................... ............ _............................................ ...... © (e) Stand -By Power Supply.................................................................. 3 (f) Thermal Poliulion Conlrol Device ............................................. 3 TOTAL POINTS CLASSIFICATION Class I ........................................................... 5 - 25 Points Class 11........................................................ 26- 5o Points Class III ....................................................... 51- 65 Points Class IV ................. •..................................... 56- Up Points Facilities having a rating of one through four points, inclusive, do not require a certified operator. Classification of at: other facilities requires a comparable grade operator in responsible chance. FaciRies having an activated sludge process will be assigned a minimum classification of Class 11. Fact?ides having treatment processes for the removal of metal or cyanide will be assigned a minimum classilication of Class 11. Facilities having treatment processes for the biological removal of phosphorus will be assigned a minimum classification of Class ill. In -plant processes and related control equipment which are an integral part of industrial production shall not be considered waste treatment. Likewise, discharges of wastewater from residences having a design flow of 1,000 gpd or less, shall not be subject to ratine. ADDITIONAL QOMMFNTSt 1,^1� C Gl /S S-419 ' e, few- s�� 6Z-5