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HomeMy WebLinkAboutWQ0004298_Final Permit_19910322State of North Carolina -Department of Environment, Health and Natural Resources Division of Environmental Management 512 North Salisbury Street • Raleigh, North Carolina 2761 James G. Martin, Governor George T. Everett, Ph.D. William W. Coney, Jr., Secretary Director March 22, 1991 Mr. Darhyl Boone, Town Manager Town of Mars Hill Post Office Box 368 Mars Hill, North Carolina 28754 Subject: Permit No. WQ0004298 Town of Mars Hill Land Application of Sludge Madison County Dear Mr. Boone: In accordance with your application received October 19, 1990, we are forwarding herewith Permit No. WQ0004298, dated March 22, 1990, to the Town of Mars Hill for the operation of a land application of sludge program. This permit shall be effective from the date of issuance until February 28, 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 documents is being forwarded to you. If you need additional information concerning this matter, please contact Mr. Marls Hawes at 9191733-5083. -i--- - -- George T. E cc: Madison County Health Departme t McGill Associates Asheville Regional Office Groundwater Section Training and Certification Pollution Prevention Pays P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone 919-733-7015 An Equal Opportunity Affirmative Action Employer NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES RALEIGH SLUDGE LAND APPLICATION 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 Town of Mars Hill Madison County FOR THE operation of a sludge land application program consisting of the land application of sludge generated by the Town of Mars Hill's wastewater treatment facility to the sites listed in Condition VI -6 with no discharge of wastes to the surface waters, pursuant to the application received October 19, 1990 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 February 28, 1996, and shall be subject to the following specified conditions and limitations: 1. PERFORMANCE STANDARDS 1. The Asheville Regional Office, phone no. (704) 251-6208, and the appropriate local governmental official (county manager/city manager) shall be notified at least twenty-four (24) hours prior to the initial application of the sludge so that an inspection can be made of the application sites and application method. 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. Also the Madison County Manager's office must be notified prior to the initial application so that they will be aware that the operation has commenced. 2. This permit shall become voidable if the soils fail to adequately absorb the wastes and may be rescinded unless the sites are maintained and operated in a manner which will protect the assigned water quality standards of the surface waters and ground waters. 3. The land application program shall be effectively maintained and operated as a non -discharge system to prevent the discharge of any wastes resulting from the operation of this program. 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. In the event that the land application program is not operated satisfactorily, including the creation of nuisance conditions, the Permittee shall cease applying sludge to the sites and take any immediate corrective actions, including the construction of additional or replacement wastewater treatment or disposal facilities. 6. No crops for direct human consumption shall be raised on these sites for a period of 18 months following sludge application. 7. Maximum slope for sludge application shall be 10% for surface application and for slopes from 10-18% application shall be by subsurface injection only. S. The following buffers zones shall be maintained: a) 400 feet from residences under separate ownership for surface application method, however the buffer zone requirement may be reduced to a minimum of 100 feet upon written consent of the owner. b) 200 feet from residences under separate ownership for injection method, however the buffer zone requirement may be reduced to a minimum of 100 feet upon written consent of the owner. c) 100 feet from "SA and SB" classified waters and public surface water supplies for both methods, d) 50 feet from "WS" classified waters and other streams, creeks, lakes, rivers, and surface water drainage ways for injection method. e) 100 feet from "WS" classified waters and other streams, creeks, lakes, rivers and surface water drainage ways for surface application method, f) 100 feet from property lines for both methods, g) 50 feet from public right of ways for surface application methods, h) 25 feet from public right of ways for subsurface disposal methods, i) 10 feet from upslope interceptor drains and surface water diversions for both methods, j) 25 feet from downslope interceptor drains, surface water diversions, groundwater drainage systems and surface drainage ditches for both methods. 9. A copy of this permit shall be kept at the land application site when sludge is being applied during the life of this permit. A spill prevention and control plan shall be kept in all sludge transport and application vehicles. 10. All sludges included in this permit must be stabilized by a process to significantly reduce pathogens (as described in 40 CFR Part 257, Appendix Il) prior to application or incorporation. An evaluation of all sludges as specified in condition II 4 must be conducted as to their ability to demonstrate compliance with this requirement. A copy of this report must be submitted to the Assistant Chief for Operations, Division of Environmental Management, Water Quality Section, Operations Branch, PO Box 27687, Raleigh, NC 27611-7687, within six (6) months of the permit issue date. 11. Specific sludge application area boundaries shall be clearly marked on each site prior to and during sludge application. 12. No sludge at any time shall be stored at any application site. Il. OPERATION AND MAINTENANCE REQUIREMENTS 1. The facilities and disposal sites shall be properly maintained and operated at all times. 2 2. A suitable vegetative cover of Fescue shall be maintained in accordance with the crop management plan approved by this Division. 3. The application rates shall not exceed 4.25 dry tons per acre per year. The application rates shall not exceed 13,612 gallons per acre per application (approximately 1/2 inch per acre per application)_ 4. No sludges other than the following are hereby approved for land application in accordance with this permit: Source County Permit Number Estimated Volume Town of Mars Hill Madison NCO057151 420,000 gal/yr 5. The lifetime heavy metal loadings shall not exceed the following for the corresponding Cation Exchange Capacities (CEC): Parameter CEC < 5 Lead (lbs/acre) 500 Zinc (lbs/acre) 250 Copper (lbs/acre) 1251 Nickel (lbs/acre) 125 Cadmium (lbs/acre) 4.51 t Please be advised that at the proposed loading rate of 4.25 dry tons per acre per year the site life metal loadings for Copper and Cadmium will be reached in approximately 15 years per acre (this is based on continuous yearly applications and the site life may be longer based on management practices such as rotation of application on fields). 6. Upon classification of the facility by the Certification Commission, 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 type and grade at least equivalent to the classification assigned to the wastewater treatment facilities by the Certification Commission. 7. Adequate procedures shall be provided to prevent surface runoff from carrying any disposed or stored sludge material into any surface waters. 8. Animals shall not be grazed on sludge applied land within a 30 -day period following the sludge application. Application sites that are to be used for grazing shall have fencing that will be used to prevent access after each application. 9. Surface applied sludge will be plowed or disced within twenty-four (24) hours after application on lands with no cover crop established. 10. For areas that are prone to flooding or within the 100 -year flood elevation, sludge may be applied only during periods of dry weather. The sludge must be incorporated into the soil within twenty-four (24) hours of application. 11. Appropriate measures must be taken to control public access to the land application sites during active site use and for the 12 -month period following the last sludge application event. Such controls may include the posting of signs indicating the activities being conducted at each site. 12. Adequate provisions shall be taken to prevent wind erosion and surface runoff from conveying pollutants from the sludge application area onto the adjacent property or into the surface waters. 3 III 13. Sludge shall not be applied in inclement weather or until 24 hours following a rainfall event of 1/2 -inch or greater in 24 hours. Any emergency sludge disposal measures must first be approved by the Division of Environmental Management. 14. The site shall be adequately limed to a soil pH of at least 6.5 prior to sludge application. Sludge may be applied to sites with a pH of less than 6.5 provided a sufficient amount of lime is also applied to achieve a final pH of the lime, sludge and soil mixture of at least 6.5. MONITORING AND REPORTINQ REQUIREMENTS 1. Any monitoring (including groundwater, surface water, sludge, soil, or plant tissue analyses) deemed necessary by the Division of Environmental Management to insure protection of the environment will be established and an acceptable sampling and reporting schedule shall be followed. If monitoring data indicates minimal or no concern to the Division, reduction of monitoring requirements may be pursued after two annual reporting periods. 2. Proper records shall be maintained by the Permittee tracking all disposal activities. These records shall include, but are not necessarily limited to the following information: a) source of sludge b) date of sludge application c) location of sludge application (site, field, or zone #j d) method of application e) weather conditions f) soil conditions g) type of crop or crop to be grown on field h) volume of sludge applied in gallons/acre and dry tons/acre i) annual and cumulative totals of dry tons/acre of sludge, annual and cumulative pounds/acre of each heavy metal (which shall include, but not be limited to lead,nickel, cadmium, copper and zinc), annual pounds/acre of plant available nitrogen (PAN), and annual pounds/acre of phosphorus applied to each field. 3. A representative annual soils analysis (Standard Soil Fertility Analysis) shall be conducted of each site receiving sludge in the respective calendar year and the results maintained on file by the Permittee for a minimum of five years. The Standard Soil Fertility Analysis shall include, but is not necessarily limited to, the following parameters: % Base Saturation Magnesium Phosphorus Potassium Lead Zinc pH Manganese Cation Exchange Capacity Sodium Nickel Cadmium Copper Calcium 4. A quarterly sludge analysis and annual Toxicity Characteristics Leaching Procedure (TCLP) analysis shall be conducted by the Permittee and the results maintained on file by the Permittee for a minimum of five years. If land application occurs at a frequency less than quarterly, sludge analysis will be required for each instance of land application. The sludge analysis shall include but is not necessarily limited to the following parameters: El I 5. C % total solids Magnesium Chlorides Sulfate Phosphorus Potassium Lead Zinc Copper Nickel Cadmium Chromium Sodium. Calcium Total Nitrogen Ammonia Nitrogen Nitrate/Nitrite Nitrogen pH Plant Available Nitrogen (by calculation) The TCLP analysis shall include the following parameters: Arsenic Barium Benzene Cadmium Carbon tetrachloride Chlordane Chlorobenzene Chloroform Chromium o -Cresol m -Cresol p -Cresol Cresol 2,4-D 1,4 -Dichlorobenzene 1,2-Dichloroethane 1,1-Dichloroethylene 2,4-Dinitrotoluene Endrin Heptachlor (and its hydroxide) Hexachlorobenzene Hexachloro- 1,3 -butadiene Hexachloroethane Lead Lindane Mercury Methoxychlor Methyl ethyl ketone Nitrobenzene Pentachlorophenol Pyridine Selenium Silver Tetrachloroethylene Toxaphene Trichloroethylene 2,4,5 -Trichlorophenol 2,4,6 -Trichlorophenol 2,4,5 -TP (Silvex) Vinyl chloride Three copies of all monitoring and reporting requirements as specified in conditions 1111, 111 2, 1113 and III 4 shall be submitted annually on or before March 1 of the following year to the following address: NC Division of Environmental Management Water Quality Section Facility Assessment Unit PO Box 27687 Raleigh, NC 27611-7687 Noncompliance Notification: The Permittee shall report by telephone to the Asheville, Regional Office telephone no. (704) 251-6208, 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 with the land application program which results in the land application of significant amounts of wastes which are abnormal in quantity or characteristic. b. Any failure of the land application program resulting in a release of sludge material to receiving waters. 5 e. Any time that self-monitoring information indicates that the facility has gone out of compliance with the conditions and limitations of this permit or the parameters on which the system was designed. d. Any process unit failure, due to known or unknown reasons, that render the facility incapable of adequate sludge treatment. e. Any spillage or discharge from a vehicle or piping system transporting sludge to - the application site. 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 1. Prior to beginning waste disposal operations, three (3) monitor wells, one (1) upgradient and two (2) downgradient, shall be installed to monitor groundwater quality (see attached map). The well(s) 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, If the water table occurs within the bedrock unit, then the monitor wells must be constructed into this unit. The location and construction details for these wells must be approved by the Asheville Regional Office, from which a well construction permit must be obtained. 2. The monitor wells must be sampled initially after construction (and prior to waste disposal operations) and thereafter every February, June, and October for the following parameters: NO3 (10,0) TDS (500.0) TOC pH ( 6.5-8.5 standard units) Ammonia Nitrogen Chlorides (250.0) Water Level Total Coliforms (1/100 ml) Total Suspended Solids Volatile Organic Compounds - In October only (by Method 1 or Method 2 below) Method 1: Method 6230D ( Capillary - Column), "Standard Methods for the Examination of Water and Wastewater", 17th edition, 1989 Method 2: Method 502.2 " Methods for the Determination of Organic Compounds in Drinking Water", United States Environmental Protection Agency - 600/4-88/039 The measurement of water level must be made prior to sampling for the remaining parameters. The measuring points (top of well casing) of all monitoring wells shall be surveyed relative to mean sea level (M.S.L.). The depth of the water in each well shall be measured from the surveyed point on the top of the casing. The water level elevations shall then be determined relative to (M.S.L.). The numbers in parentheses represent the maximum allowable concentrations in groundwater for the various analytical parameters, as specified in 15 NCAC 2L [Groundwater Classifications and Standards]. Unless otherwise noted, the concentrations are given in parts per million. M. 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 background monitor well exceeds 10 mg/i, this concentration will be taken to represent the naturally occurring TOC concentration. Any exeeedances of this naturally occurring TOC concentration in the downgradient wells shall be subject to the additional sampling and analysis as described above. If any volatile organic compounds are detected by method 6230D, or the equivalent method 502.2, then EPA methods 604 and 611 must also be run to detect other organic compounds which may be present. The results of all analysis specified in the monitoring requirements, including 604 and 611 if required, must be submitted simultaneously The results of the sampling and analysis shall be sent to the N.C. Division of Environmental Management on Form GW -59 (Compliance Monitoring Report Form) every March, July, and November. 3. The Compliance Boundary delineated on the attached map 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 143-215.6(1)a. 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 land application site, 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 REVIEW BOUNDARY, as determined by monitoring, the permittee 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. 4. Any groundwater quality monitoring as deemed necessary by the Division of Environmental Management shall be provided. 5. No land application of wastewater shall take place when the seasonal high water table is less than three feet below the surface of the land. 7 V. INSPECTIONS The Permittee or his designee shall inspect the sludge storage, transport, 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 humann 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 by the Division of Environmental Management or other permitting authority. 2. 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 Ieachate. VI. GENERAL CONDITIONS This permit shall become voidable unless the land application activities are carried out in accordance with the conditions of this permit and in the manner approved by this Division. 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 a desire for the facilities to change ownership or 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. This permit shall become voidable unless the agreements between the Permittee and the landowners/lessees are in full force and effect. 6. The following are approved sites for sludge application (see attached map): Site No. Owner/Lessee Application Area (excluding buffers) 1 Larry Cody 14.0 acres 2 Larry Cody 4.8 acres 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. N. 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 revolve this permit as specified by 15 NCAC 2H .0205 (c)(4). 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. 10. A set of approved documents for the subject project must be retained by the applicant for the life of the permit. 11. 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. 12. This permit may be modified, or revoked and reissued to incorporate any conditions, limitations and monitoring requirements the Division of Environmental Management deems necessary in order to adequately protect the environment and public health. 13. The applicant shall delineate all slopes greater than 10% in the field. These areas shall be limited to subsurface injection only. Permit issued this the 22nd day of March, 1991 CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION George T. Ev tt,ire t r Division of E onment agement By Authority of t o mental Management Commission Permit No. WQ0004298 9 (4) (S) (6) 1TEN POINTS (h) Preaerat$on or Equalization . . . . . . . . . 1 (4} Grease or. 011 Sena raLors Gravity . . . . . . . . 7. Land Application (,,re. definition No. i7bj 14echanIcai. . . . . . . 3 Aerated . . . . . . . . 5 (J) Chemical Conditioning . . . . . . . . . . . . . . . 5 PRIMARY fREATMEHT UMTS ( a ) S-tp0c Tank (sce deflnitloza Iln. 44) . . , . . . . 2 (b) Imhoff Tank . . . . . . . . . . . . . 3 (c) Prirr.ary Clarifiers (Including sludge air lifts) . . 5 (d) Settling Poi:ds or Settling Tanks for Inorganic tion - (m) Toxic Materials Involving a Discharge to the Surface 0 waters (sand, gravel, stone, and other mining operations Diffused or Meclianical . . . . $ exeepL recreet.onal activities such as gem or gold (n) Pre -Package Unit for Removal of Oil andiGrease mi ni ng) . . . . . . . . . . . . . . .. 10 SECONDARY TREATMENT UNITS Reverse Oslrasis . . . . . . . . . . . . .. (a) Carbonaceous Stage (p) Sand or Mixed -Media Fitters -- Lox Rate . . . . .. (f) Aeration - High Purity Oxygen Syster, 20 Diffused Air System . . . . . . . . . . 10 (7) Mcchanica` Air SysLksm Irix,<o, f)nating or roLar) It Separate itud9d lteotratlon (a) Sludge Digestion Tank - Heated . . . . . . . . (li) Trickling F(tter. - lligh ,late 7 Standard Rate. . . . . . , 5 V.)0.1'd Irrwrr . . . . . . . Unheated . .. . . . (Iti) Aerated Lzguuns . . . . . , . . . 10 (b) (iv) Rotating Biological CODU CtQrs (biodisc). . . 10 (v) Sand Fillers (intcrmtttent biological) . . . 2 2 (vlSLabili:atlon Cayoon: 5 (vii Clarifier (including 0ud9c sir tirts). . . . S (b) fit erogenous Stege Sludge Conditioner (chemical or theilnat) . . . . . 5 (i) Aeration - ltigb Purlty Oxygen SysLrm. . . 20 Sludge jlsickener . . . . . . . 01rru;ed Atr Systems. 10 (g) Mechanical Air System (fir.ecJ, floating. or rotor)ii 2 Separate Sludge Reaeration:.:.-. • . • 3 S14Idgt: flo]Ol mj rani; -- Aerated (ti) Trickling Filter - High Rate . . . . . 7 Standard Rate . . . . .,. 5 Packed Tower. . . 5 .(III) Rotating Biological Contactors (biodisc) 10 regeneration) . . . . . . . (iv) Sand Filter (intermittent biological). . ... 2 ( j ) (v) Clarifier (including sludge air lifts) , 5 TERTIARY OR AOYANCEO TREATMENT UNITS (a) Activated Carbon 9eds - Without Carbon regeneration S 2 WIth Carbonregeneration. 15 (b) Powdered or Granular Activated Carbon Feed - Without Carbon regeneration . . . 5 With Carbon regeneration. 1n (c) lniounta Stripping . . . . . . . . . . . . . . . . DISINFECTION (d) Chcsiical Additions . . • • • • • . • • • • • • - 5 (e) Denitrification Process (separate process). . . . 10 (f) Electrodialysis . . . . . . • . • • • • • 5 (g) Foam Separation . . . . . . . . . . . . . . . • . 5 5 (h) tun Exchange . . . . . . . . . . . . . . . (d) -2- -3- i ITEM POINTS (I) Land Application (,,re. definition No. i7bj 5 (tot applicable. Foe' rai:illtics under' 10(a) . . . . (.1 ) Mi croscreens . . . . . . . . . . . . . . ... . . . 5 (k) Phosphorus Removal . . . . . . , . . . , . . 20 (1) Polishing Ponds- Without aeration . . . . . . . 2 With ar:ration . . . . . . . . . . 5 (m) Post Aera0 on - Cascade . . . . . 0 Diffused or Meclianical . . . . $ (n) Pre -Package Unit for Removal of Oil andiGrease 30 (o) Reverse Oslrasis . . . . . . . . . . . . .. 5 (p) Sand or Mixed -Media Fitters -- Lox Rate . . . . .. 2 High Rale 5 (7) SLUDGE TREATMENT (a) Sludge Digestion Tank - Heated . . . . . . . . i0 Aerobic . . . . . . S Unheated . .. . . . (b) Sludge Stabilization (chemical or thermal) . . 10 (c) 51udge Drying Beds . . . . . . . . . . . . . . 2 Sludyc ElutrtaLinn �d) e). Sludge Conditioner (chemical or theilnat) . . . . . 5 (f) Sludge jlsickener . . . . . . . 2 (g) Sludge Gas Utilization (including 1.1s atoeagc). 2 (I$I S14Idgt: flo]Ol mj rani; -- Aerated 5 lion -arra led. . 2 (1) Sludge Inclnerator (not Ineiuding ac t Y.i led C3rtion regeneration) . . . . . . . 10 ( j ) vaCuVaT FII ter, CcfI Lr; ruge or F1 I t. r Pres s (Dy SLUDGE DISPOSAL, (inciuding Incinerated ash) (a) Lagoons . . . . . . . . . . . . . . 2 (h) Land Applleatlnn {suri,)CO and sub:urf.tce) (see der., 23.)) . . . . . . . . . . . . 10 (C) Landfllle,! (burial) . . . . . . . . . . . . . . . (9) DISINFECTION Pre1 �a) b) Intermndlate . . . . . . . . . . . . . . . . . 7 (c) Pas t . . . . . . . . . . . . . 3 (d) Dechlorination. . . . . . . . . . . 5 (e) Chlorine or Ozone Generation . . . . . . . .. . 5 (f) Radiation . . . , . . . . . , . . . . . . 3 (10) MISCELLANEOUS UNITS (a) Hqlding Ponds or Holding Tanks for inorganic, Non - toxic Materials with no Discharge to the Surface Waters 2 .(Sludge handling facilities for water purification plants, sand, gravel, crushed stone and other ii.milar operations --sec definition No. 10) (b) Iloldin,� Pond, or, Ikildlrig Tnnks for Organlc or, Toxle Materials with no Discharge to the surface haters 4 (Any pump, valve, or other mechanical control subject to failure creating a potential for bypass or discharge from the holding ponds or tanks will necessitate a minimum classification of Class I requiring a certified operator). -3- i (MISCELLAHE-OUS UNITS CONTINUED) POINTS (c) Hording Pond for Effluent Flow Equalization and/or Stage Discharge . . ,5 {d} Effluent Pumps . . . • . . • . • • 0 (e) !n -Plant Pumps (including air lifts). 2 {f) Stand -icy Power Supply , , , . , . .. . • 3 (9) Thermal Ppllutfon Control Device 3 (h) Treatment Processes for Removal of Metal or Cyanide and uthcr Toxic Materials . . . . , , , JO Total Points i7C) CLASS I F I CAT 1 Ott Class I . . . . . . - 5 -• 25 Points 1 . . . • . • • • • • 26 - 50 Points C1•ss5 111 . . . . . . . . . . . . 51 - 65 Points Class rY . . . . . . . . . . . . . . GG - Up Points Facl;itics haring a rating of one thraugh four points. Inclusive, do not require a Certified operator, Classification of all other facilities rugeires a comparable grade operator in responsible charge, !forth Carolina GN inion of Envirormental Management Checklist of Facility Components To be Used In Detelnning Facility Classification All inf0rmoti0n will be printed: Name of Plant—a mi:,- 0-1 County 1 �y� 0ancr or ConkaCt Pr,rson . � _ (c>4- :isz3, Ila iling Add ressQ.41 1eTP —nn treet or P.O. (lox rfo. Tcwn or`�Ci Ly Zip Permit Number Information COM :ruCtion Status HPOES Permit rro. Please Check: Date Issued Existing Faculty UPgraded Fac iIIty S L Cr, Peo'ml[ NuMLir Faclkity , if Upgraded or Rew F_aciIIty, l;lve: Oatc Isstrecl�G SOT Cample[ion os t0 ! � �� 100X Complr,[fon Oath` Rated by [ egional Office Oat SC� i1 14 Operator in Responsible Charge Grade _ Design Flow of Plant in GPO KIZ 4 ,`Plant Class ITEM POiNT5 (1) PRETREATMENT UNITS (scc definition Ho. 31) 2 (2) DESIGN FLOH OF PLANT 18 GPO (not applicable to non - contaminated cooling waters and non-dfscharging systems 0 -- 20,000 . . . . , . . , .1 . . . . . . • 20,001 -- 50,000 . . . . . . . . . . . . . 2 . . 50,001 -- 100,000 . . . . . . . . . . . . . 3 . . . 100,001 -- 250,000 . . . , . . . . 4 . 250,001 -- So0,000 . . . . . . . . . . 500,001-- 1,000,000 - 1.000,001 -- 2,000,000 . • . . . g 10 2,000,001 (and up) - rate I point additional for each 200,000 GPD capaclty up to a } maxi Mm of O Flow (GPO): 10 � ,( (J) PRELIMELJM INARY UNITS (sec da m t on rlo. 3� (a) Influent Pump. (Including afr lift) . . . . J . . . . . {Is) 11,lr Screen'. . . . . . . . . . . . . . . . I . . . . . . or (r:) Mechanical Sr.rr,e;u:. Stai.ir. '<;rrrn: nr C:�r:rsslnu I)1:v i cc.. • . . . . • . . . . • (d) Grr t rlcusuval . . ur . . . _CU (e) Mechanical or Aerated Grit Removal . . »,..� (f) Flow Measuring Device or . . (9) Instrumented ^- Flow licasvrement . :1 .- Effective +r VIM 1 :rraiE SS9 1t `PROPERTY LINE 1 � r N ___--- --�� t \ ON s1TE�\ rte Ifs�lfi �R r \`. .i — I RESIbENCE� 1 OFF - SITE WELL DRINKING WATER 14 ACRM �\ �t rPOND r 4 49, (37 I ; 0� BUFFER MON J ror� 1,,1&LL �� 1t� 1 It j �� t � 4 � �1� `" � \�---225( � t � ti 1 1 \ \ �� �_ Jam- � � + � ♦ �___-� PaG ill► �\ �,�,`\\ �� �\ ��` �\�\ �\ ' _'` r=------------ _1_�..v.,.• PROP bjf= Z��