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HomeMy WebLinkAboutWQ0005032_Final Permit_19910716State of North Carolina Department of Environment, Health and Natural Resources Division of Environmental Management 512 North Salisbury Street • Raleigh, North Carolina 27626-0535 James G. Martin, Governor William W. Cobey, Jr., Secretary George T. Everett,Ph.D. Director July 16, 1991 Mr. Ben DeBlois Brunswick Community College Post Office Box 30 Supply, North Carolina 28462 Subject: Permit No. WQ0005032 Brunswick Community College Odell Williamson Auditorium Subsurface Disposal System Brunswick County Dear Mr. DeBlois: In accordance with your application received April 29, 1991, we are forwarding herewith Permit No. WQ0005032, dated July 16, 1991, to Brunswick Community College for the construction and operation of a 7,500 GPD low pressure pipe subsurface wastewater disposal system. This permit shall be effective from the date of issuance until June 30, 1996, 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. One set of approved plans and specifications is being forwarded to you. If you need additional information concerning this matter, please contact Mr. John Seymour at 9191733-5083. C erely, rge T. Everet cc: Brunswick County Health Departm Wilmington Regional Office 4r Groundwater Section Training and Certification Unit Facilities Assessment Unit Pollution Prevention Pays P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-7015 An Equal Opportunity Affirmative Action Employer r - NORTH CAROLINA 1 'r ENVIRONMENTAL MANAGEMENT COMMISSION DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES RALEIGH SUBSURFACE DISPOSAL 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 Brunswick Community College Brunswick County FOR THE construction and operation of a 7,500 GPD subsurface wastewater disposal system consisting of an 8,000 gallon septic tank, a 15,000 gallon pump tank with dual submersible 255 GPM pumps and high water alarms, approximately 300 feet of 6 inch force main, 12,750 square feet of low pressure disposal field using 2,500 linear feet of pressure distribution lines, and associated piping, valves, and appurtenances to serve the Odell Williamson Auditorium with no discharge of wastes to the surface waters, pursuant to the application received April 29, 1991 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 June 30, 1996, and shall be subject to the following specified conditions and limitations: I. PERFORMANCE STANDARDS 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.Q. Box 29535, Raleigh, NC 27626-0535. 2. The Wilmington Regional Office, phone no. 919/ 395-3900, shall be notified at least forty-eight (48) hours in advance of backfilling of the installed facilities so that an in-pIace 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. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance conditions, the Permittee shall take immediate corrective action, including those as may be required by this Division, such as construction of additional or replacement wastewater treatment or disposal facilities. 4. 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. 5. 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. 6. Adequate measures shall be taken to divert stormwater from the disposal area and prevent wastewater runoff from the subsurface disposal field. 7. 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, 8. A usable reserve area shall be maintained for wastewater disposal. The reserve area shall have the capability of accommodating the average daily flow of the facility being served without exceeding the loading rates of the reserve area while meeting all required buffer requirements. 9. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited. 10. 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) 50 feet between disposal area and any stream, lake, river or natural drainageway d) 50 feet between disposal area and property lines e) 10 feet between disposal area and surface water interceptor drains or diversions (upslope) f) 25 feet between disposal area and surface water interceptor drains or diversions (downslope) and groundwater drainage systems. 11. A leakage test shall be performed on the septic tank and dosing tank to insure that any exfiltration occurs at a rate which does not exceed twenty (20) gallons per twenty-four (24) hour per 1,000 gallons of tank capacity. The engineer's certification will serve as proof of compliance with this condition. IL 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 Permittee shall employ a certified waster treatment plant operator to be in responsible charge of the wastewater treatment facilities. The operator must hold a certificate of the type and grade at least equivalent to the classification assigned to the wastewater treatment facilities by the Certification Commission. Once the facility is classified, the Permittee must submit a letter to the Certification Comnussion which designates the operator in responsible charge within thirty days after the wastewater treatment facilities are 50% complete. 3. The application rates to the disposal field shall not exceed 0.6 gallons/ square foot/ day. 2 4. 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. 5. No traffic or equipment shall be allowed on the disposal area except while installation occurs or while normal maintenance is being performed. 6. A suitable cover shall be maintained on the LPP field(s) and the field(s) shall be routinely mowed. The clippings shall be periodically removed to prevent the build-up of thatch. MONITORING AND REPORTING REQUIREMENTS 1. 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. 2. The low pressure lines shall be maintained as necessary (including purging of the lines and pressure testing) in order to ensure that they remain free of obstructing materials and that the pressure head on the laterals remains within the design specifications. The highest and lowest laterals on each subfield shall be checked (and adjusted as necessary) annually to ensure that the pressure heads are within the approved specifications. If adjustments are necessary to the highest and lowest laterals, the remaining laterals in that subfield shall also be checked and adjusted to the approved specifications. Adequate records showing all maintenance shall be maintained by the Permittee. These records should include but are not limited to the following: Ite-ma Inspection Frequency a) Individual dosing pump operation Monthly b) Individual field rotation Monthly c) High water alarms Monthly d) Residual pressure on highest and lowest lateral on each subfield Annually 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. 3. Three copies of all operation and maintenance records (as specified in condition III 2) shall be submitted on or before January 31 of the following year to the following address: NC Division of Environmental Management Water Quality Section Facility Assessment Unit PO Box 29535 Raleigh, NC 27626-0535 4. A record shall be maintained of all residuals removed from this facility. This record shall include the name of the hauler, permit authorizing the disposal or a letter from a municipality agreeing to accept the residuals, date the residuals were hauled, and volume of residuals removed. 3 5. Noncompliance Notification: *P 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 basin or tank; 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 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. GROUNDWATER REQUIREMENTS Any groundwater quality monitoring as deemed necessary by the Division of Environmental Management shall be provided. V. INSPECTIONS Adequate inspection, maintenance, and cleaning shall be provided by the Permittee to insure proper operation of the subject facilities. The Permittee or his designee shall inspect the wastewater treatment and disposal facilities to prevent malfunctions and deterioration, operator errors and discharges which may cause or lead to the release of wastes to the environment, a threat to human health, or a nuisance. The Permittee shall keep an inspection log or summary including at least the date and time of inspection, observations made, and any maintenance, repairs, or corrective actions taken by the Permittee. This log of inspections shall be maintained by the Permittee for a period of 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. 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. ! I VT. GENERAL CONDITIONS 1. 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. 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. In the event there is 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. Prior to any transfer of this land, a notice shall be given to the new owner that gives full details of the materials applied or incorporated at this site. 5. A set of approved plans and specifications for the subject project must be retained by the applicant for the life of the project. 6. The annual administering and compliance fee must be paid by the Pern-attee 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 211.0205 (c)(4). 7. 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 Statute 143-215.6. The subject wastewater treatment and disposal facilities shall be connected to an operational publicly owned wastewater collection system within 180 days of its availability to the subject facilities, if the subject wastewater treatment or disposal facilities are in noncompliance with the terms and conditions of this non -discharge permit or the governing statutes or regulations. Prior to the initiation of these connection activities, appropriate approval must be received from this Division. 9. 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. 5 W 10. 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 16th day of July, 1991 CAROLINA Ueorge T. Everett ijpdctc Division of Enviro ental By Authority of the ;NTAL MANAGEMENT COMMISSION Management Commission L Permit No. WQ0005032 .l�u� 16, 1991 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 project, Project Name Location for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation of the construction such that the construction was observed to be built within substantial compliance and intent of the approved plans and specifications. Signa Date 7 Registration N r.. (A'..� RATING SCALE FOR CLASSIFICATION OF FACILITIES Name of Plant: [�h,,,,,,,,,1,- KL Owner or Contact Person :.-R 11 1.1 �__D Q Mailing Address : County:__ C� wL.C-��:._... Telephone:��}� NPDES Permit No. NC00 Issue Date: Expiration Date: Nondischarge Permit No. Lc)Y 0C)C:5()3 D_ Issue Date: Expiration Date: Rated By: , . G c2C ' Date: Operator in Responsible charge: ITEM (1) Industrial Pretreatment Units and/or Industrial Pretreatment Program (See Definition No. 33) (2) DESIGN FLOW OF PLANT IN GPD (Not applicable to non -contaminated cooling waters, sludge handling facilities for water purification plants, totally closed cycle systems (definition No. 11), and facilities consisting only of item (4)(d) or Items (4) (d) and (11) (d) . °arc u� POINTS 4 0 -- 20,000 ................................9) 20,001 -- 50,o00 .................................2 50,001 1001000 .................................3 100,001 -- 250,000 .................................4 250,001 -- 500,000 .................................5 500,001 -- 1,000,000 .................................8 1,000,001 -- 2,000,000 ......................... .....10 2,000,001 and up -- rate 1 point for each. 200,000 GPD capacity up to a maximum of 30 Design Flow (GPD) : 7,'�� V (3) PRELIMINARY UNITS (See definition No. 32) (a) Bar Screens........................................1 or (b) Mechanical Screens, Static Screens or ComminutingDevices.................................2 or (c) Grit Removal.......................................1 or (d) Mechanical or Aerated Grit Removal.................2 (e) Flow Measuring Device ..............................1 or _ (f) Instrumented Flow Measurement ......................2 (g) Preaeration........................................5 (h) Influent Flow Equalization .........................2 (i) oil or Grease Separators --- Gravity................2 Mechanical.............3 DAF....................8 (4 ) PRIP;ARY TREATMENT UNITS (a) Septic Tank (See definition No. 43)...............0 (b) Imhoff Tank........................................5 (c) Primary Clarifiers.................................5 (d) Settling Ponds or Settling Tanks for Inorganic Nontoxic Materials (sludge handling facilities for grater purification plants, sand, gravel, stone, and other such Mining operations except recreational activities such as gem or gold mining..............2 (5) SECONDARY TREATMENT UNITS (a) Carbonaceous Stage (i) Aeration - High Purity Oxygen System........ 20 Diffused Air System..............10 Mechanical Air System (fixed, floating, or rotor)..............8 Separate Sludge Reaeration ........ 3 (ii) Trickling Filter - High Rate.................7 Standard Rate.............5 Packed Tower..............5 (iii) Biological Aerated Filter or Aerated Biological Filter ..........................10 (iv) Aerated Lagoons .............................10 (v) Rotating Biological Contactors..............10 (vi) Sand Filters - Intermittent Biological ....... 2 Recirculating Biological ...... 3 (vii) Stabilization Lagoons ........................5 (viii) Clarifier....................................5 (ix) Single stage system for combined carbonaceous removal of BOD and nitrogenous removal by nitrification (See definition No. 12) (Points for this system are in addition to items (5)(a)(i) through (5)(a)(viii)...............8 (x) Nutrient Additions To Enhance BOD Removal....5 (xi) Biological,Culture ("Super Bugs") addition to enhance organic compound removal ......... 5 (b) Nitrogenous Stage With Carbon Regeneration................15 (a) Aeration - High Purity Oxygen system........ 20 Diffused Aeration................10 Without Carbon Regeneration..............5 Mechanical Air System (fixed, With Carbon Regeneration................15 floating, or rotor)..............8 Air Stripping......................................5 Separate Sludge Reaeration ........ 3 (ii) Trickling Filter - High Rate.................7 Electrodialysis....................................5 N Standard Rate.............5 Foam Separation....................................5 Packed Tower..............5 Ion Exchange.......................................5 (iii) Biological Aerated Filter of Aerated Land Application of Treated Effluent Biological Filter ..........................10 (See Definition No. 22b) (Not Applicable For (iv) Rotating Biological Contactors..............10 sand, gravel, stone, and other similar mining (v) Sand Falter - Intermittent Biological ........ 2 Recirculating Biological ....... 3 (vi) Clarifier....................................5 Definition No. 4) ...........................10 (6) TERTIARY OR ADVANCE TREATMENT UNITS (a) Activated Carbon Beds -- Without Carbon Regeneration..............5 With Carbon Regeneration................15 (b) Powdered or Granulated Activated Carbon Feed - Without Carbon Regeneration..............5 With Carbon Regeneration................15 (c) Air Stripping......................................5 (d) Denitrification Process (Separate Process) ........ 10 (e) Electrodialysis....................................5 (f) Foam Separation....................................5 (g) Ion 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 Agriculturally Managed Sites (See Definition No. 4) ...........................10 (ii) By High Rate Infiltration On Non - Agriculturally Managed Sites (Includes Rotary Distributors and Similar Purpose Fixed Nozzle Systems)........................4 (iii) By Subsurface Disposal (Includes Low Pressure Pipe Systems and Gravity Systems Except Plants Consisting Of Septic Tank and Nitrification Lines Only).. (i) Microscreens.......................................5 (j) Phosphorus Removal By Biological Process (See Definition 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 Process For Removal Of Metal Or Cyanide.......................................15 (p) Treatment Process For Removal Of Toxic Materials Other Than Metal Or Cyanide ............ 15 (7) SLUDGE TREATMENT (a) Sludge Digestion Tank - Heated....................10 (8) SLUDGE DISPOSAL (Including Incinerated Ash) (a) Lagoons............................................2 (b) Land Application (Surface and Subsurface) (See Definition No. 22a) ..............................10 (c) Landfill (Burial)..................................5 (9) DISINFECTION (a) Chlorination.......................................5 (b) Dechlorination.....................................5 (c) Ozone..............................................5 .(d) Radiation..........................................5 (10) CHEMICAL ADDITION SYSTEM(S) (See Definition No. 9) (Not Applicable to Chemical Additions Rated As Item (3) (J) , (5) (a) (xi) , (6) (a) , (6) (b) , (7) (b) , (7) (e) , (9)(a), (9)(b), or (9)(c) 5 points each. LIST: ...................5 ....................5 ....................5 ....................5 (11) MISCELLANEOUS UNITS (a) Holding Ponds, Holding Tanks, or Settling Ponds For Organic or Toxic Materials (Includes Waste From Mining Operations Containing Nitrogen and/or Phosphorus Compounds in Amounts Significantly Greater Than Is Common in Domestic Wastewater).............4 Aerobic....................5 Unheated...................3 (b) Sludge Stabilization (Chemical or Thermal) ........ 10 (c) Sludge Dying Beds - Gravity.......................2 Vacuum Assisted...............5 (d) Sludge Elutriation.................................5 (e) Sludge Conditioner (Chemical or Thermal) ........... 5 (f) Sludge Thickener (Gravity).........................5 (g) Dissolved Air Flotation Unit (Not Applicable To A Unit Rated As(3)(i))........................8 (h) Sludge Gas Utilization (Including Gas Storage) .. . ..2 (i) Sludge Holding Tank - Aerated......................5 Non-aerated..................2 (j) sludge Incinerator (Not Including Activated Carbon Regeneration) .............................10 (k) Vacuum Filter, Centrifuge, or Press...............10 (8) SLUDGE DISPOSAL (Including Incinerated Ash) (a) Lagoons............................................2 (b) Land Application (Surface and Subsurface) (See Definition No. 22a) ..............................10 (c) Landfill (Burial)..................................5 (9) DISINFECTION (a) Chlorination.......................................5 (b) Dechlorination.....................................5 (c) Ozone..............................................5 .(d) Radiation..........................................5 (10) CHEMICAL ADDITION SYSTEM(S) (See Definition No. 9) (Not Applicable to Chemical Additions Rated As Item (3) (J) , (5) (a) (xi) , (6) (a) , (6) (b) , (7) (b) , (7) (e) , (9)(a), (9)(b), or (9)(c) 5 points each. LIST: ...................5 ....................5 ....................5 ....................5 (11) MISCELLANEOUS UNITS (a) Holding Ponds, Holding Tanks, or Settling Ponds For Organic or Toxic Materials (Includes Waste From Mining Operations Containing Nitrogen and/or Phosphorus Compounds in Amounts Significantly Greater Than Is Common in Domestic Wastewater).............4 (b) Effluent Flow Equalization (Not Applicable To Storage Basins Inherent To Land Application Systems)...............................2 (c) Stage Discharge (Not Applicable To Storage Basins Inherent To Land Application Systems)...... 5 (d) Pumps ............................................. 6 (e) Standby Power Supply...............................3 (f) Thermal Pollution Control Device...................3 TOTAL POINTS p__. CLASSIFICATION Class I .........................5 - 25 Points Class II........................26 - 50 Points Class III........................51 - 65 Points Class IV........................66+ Points Facilities having a rating of one through four points, inclusive, do not require a certified operator. Classification of all other facilities requires a comparable grade operator in responsible charge. Facilities having an activated sludge process will be assigned a minimum classification of Class 11. Facilities having treatment processes for the removal of metal or cyanide will be assigned a minimum classification of Class II. Facilities having treatment processes for the biological removal of phosphorus will be assigned a minimum classification of Class III.