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HomeMy WebLinkAboutWQ0006702_Final Permit_19921030State 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 A. Preston Howard, Jr., P.E. William W. Cobey, Jr., Secretary Acting Director October 30,1992 Mr. David R. Brown, General Manager Snow Hill Tape Corp. PO Box 277 Snow Hill, NC 28580-0277 Subject: Permit No. WQ0006702 Snow Hill Tape Corp. Wastewater Spray Irrigation Greene County Dear Mr. Brown: In accordance with your application received July 1,1992, we are forwarding herewith Permit No. WQ0006702, dated October 30, 1992, to Snow Hill Tape Corp. for the continued operation of the subject wastewater spray irrigation system. This permit has been modified to reflect the installation of a sodium hypochlorate feed system instead of a gas chlorination system and renewal of the permit. This permit shall be effective from the date of issuance until September 30, 1997, shall void Permit No. WQ0006702 issued June 28, 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 919/57IA700 919/946-6481 919/395-3900 919/896-7007 Pollution Prevention Pays P.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 Ms. Carolyn McCaskill at 919/ 733-5083. Sinc ely, i A. Preston Hod, Jr. cc: Greene County Health Deparm�ent �e Washington Regional Office, Water Quality Washington Regional Office, Groundwater Groundwater Section, Jack Floyd Training and Certification Unit (no revised rating) Facilities Assessment Unit 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 Snow Hill Tape Corp. Greene County FOR THE continued operation of a 15,000 GPD wastewater treatment and disposal system consisting of a 100 GPM pump station with dual submersible pumps, high water alarm, and approximately 2,800 linear feet of fl- inch force main, two 58,200 gallon aerated lagoons, two 717,700 gallon facultative lagoons, a sodium hypochlorate feed system which replaced the gas chlorination system originally approved, a 350 GPM pump station with dual submersible pumps and approximately 500 linear feet of 8-inch force main, a 5.75 acre spray irrigation field, and all associated appurtenances to serve Snow Hill Tape Corp. with no discharge of wastes to the surface waters, pursuant to the application received July 1, 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 pen -nit shall be effective from the date of issuance until September 30, 1997, shall hereby void Permit No. 15961A1 issued June 28, 1988, and shall be subject to the following specified conditions and limitations: 1. The Washington Regional Office, phone 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. 2. 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 them unsatisfactory for normal use. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance conditions or failure of the irrigation area to adequately absorb the wastewater, the Pennittee shall take such immediate corrective action to correct the problem, including actions as may be required by the Division of Environmental Management. 3 . 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. 4. 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. 5. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited. 6. 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. 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 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 11, 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. 2 7 . The average weekly application rate shall not exceed 1.13 inches per acre per week; and the maximum weekly application rate shall not exceed 1.6 inches per acre per week. 8. No type of wastewater other than that from Snow Hill Tape Corp. 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. M-ANFUM# f a IgNERT111R 511113N 6 Ow ma Orwis1. ►ice 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 TS S Total Colifonms pH NH3 as N Sodium Magnesium Calcium Chlorides COD Sodium Adsorption Ratio by Calculation 4. Three copies of all operation and disposal records (as specified in condition 1112) and all effluent monitoring data (as specified in condition III 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 5. Noncompliance Notification: The Permittee shall report by telephone to the Washington Regional Office, telephone no. 919/946-6481, 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. 1. The four (4) existing monitor wells must be sampled initially after construction and thereafter every March, July, and November for the following parameters: NO3 SO4 pH Chlorides Water Level Total Coliforms COD Total Suspended Solids Xylenes Volatile Organic Compounds - In November 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 to provide relative elevations of the measuring point for each of the monitoring wells. The depth of water in each well shall be measured from the surveyed point on the top of the casing. 4 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 April, August, and December. 4. The Compliance Boundary for the disposal system is specified by regulations in 15A 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 lagoon and spray field, 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 15A NCAC 2L, Groundwater Classifications and Standards. A REYIEW 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. 5. Any additional groundwater quality monitoring, as deemed necessary by the Division, shall be provided. V . INSPECTIONS 1. Adequate inspection, maintenance, and cleaning shall be provided by the Permittee to insure proper operation of the subject facilities. 2. The Permittee or his designee shall inspect the wastewater treatment and disposal facilities to prevent malfunctions and deterioration, operator errors and discharges which may cause or lead to the release of wastes to the environment, a threat to human health, or a nuisance. The Permittee shall keep an inspection log or summary including at least the date and time of inspection, observations made, and any maintenance, repairs, or corrective actions taken by the Permittee. This log of inspections shall be maintained by the Pemlittee 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. k 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. 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 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 permit 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. Prior to any transfer of this land, a notice shall be given to the new owner that gives full details of the materials applied at this site. 7. A set of approved plans and specifications for the subject project must be retained by the Permittee for the life of the project. 8. The annual administering and compliance fee must be paid by the Permittee within thirty days after being billed by the Division. Failure to pay the fee accordingly may cause the Division to initiate action to revoke this permit as specified by 15A NCAC 2H .0205 (c)(4). 9. 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. 10. This permit shall become voidable in the event of failure of the soil 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 groundwaters. 11. Freeboard in the lagoons shall not be less than two feet at any time. 0 12. 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 pints 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. 13. Soil additives and general site development shall be carried out as specified in a report prepared by Dr. A. R. Rubin for this site, Permit issued this the 30th day of October, 1992 CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION A. Preston Howard, r., P.E. A tig Director Division of Environmen ana a ent By Authority of the Environmental Management Commission Permit Number WQ0006702 it 24 it 13 Dim 7ZO'• ;� !mom , , , u'•+° • \:. �''- aoy ;�' 1 �. �,l�� o �� "� rjJ{ A ��:• .% O I J N !I ter, �i}'rj�4 r ,�-}'I� I , • �rr�r (3y m ' •, ��r,.- � l�^ �, r I a ` � ` ��r � f � l , � � � of l �, � I k i ` ' ' 1 ��, � � � ' . � � � ✓1` [ � 4 -- - • - - . � �--- .. -,ti--- � -jig �.�_. �i j� . �_ p : ►. ,- ;�� - - - 1j I 47) ( Y i f _ � fir � • _._� ` �� � 1 �� ! '" - RATING SCALE rOR CLASSIFICATION OF FACILITIES Name of Plant: SrlcuJ Owner or Contact Person: bc.✓Cd 2roLJ ^ _. Mailing Address: P. 0. 277 _ County:_ 4: _ Telephone: 19111 7Y7— �5*72Z NPDES Permit No. NCiDO Nondisc. Per. No. QQ 0006 7o Z. IssueDate: / jece Expiration Date: Existing Facility ✓ New Facility Rated By: 171..L• Mec x'e_s _ Datq Reviewed (Train. & Cert.) Reg. Office Reviewed (Train. & Cert.) Central Office ORG Grade Plant Glass: (circle one) I G III IV Total Points_3�__ ITEM POINTS (1) Industrial Pretreatment Units and/or Industrial Pretreatment Program (see definition No. 33) 4 (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 (del. No. 11), and facilities consisting only of Item (4) (d) or Items (4) (d) and (11) (d)) 0 20.000........................ I. CD 20.001 -- 50,000.......................... 2 50,001 -- 100,000.......................... 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 i point additional for each 200,000 gpd capacity up to a maximum of 30 Design Flow (gpd) : 5 000 (3) PRELIMINARY UNITS (see definition no. 32) (a) Bar Screens ................................ 1 or (b) Mechanical Screens, Static Screens or Comminuting Devices ........................ 2 (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................................ 2 (h) Influent Flow -Equalization ................... 2 (i) Grease or Oil Separators - Gravity .......... 2 Mechanical .......... 3 Dissolved Air Flotation. 8 (I) Prechlorination .............................. 5 (4) PRIMARY TREATMENT UNITS (a) Septic Tank (see definition no. 43) .............. 2 (b) lmholiTank.................................. 5 (c) Primary Clarifiers ... . ...................... 5 (d) Settling Ponds or Settling Tanks for Inorganic Non -toxic Materials (sludge handling facilities for water purification plants, sand, gravel, stone, and other mining operations except recreational activities such as gem or gold mining) ..................................... 2 Cola* iS`�6 1 � (5) SECONDARY TREATMENT UNITS (a) Carbonaceous Stage (i)Aeration - High Purity Oxygen System .... . Diffused Air System ........... Mechanical Air System (fixed, floating or rotor) .............. Separate Sludge Reaeration .... (ii) Trickling Filler High Rate .................. . Standard Rate ............... Packed Tower ............... (ill) Biological Aerated Filter or Aerated Biological Filter ...................... (iv) Aerated Lagoons ........ . ............ . (v) Rotating Biological Contactors ......... - (vi) Sand Filters - intermittent biological ..... recirculating biological .... . (vn) Stabilization Lagoons ................ . . . (viii)CIarilier .............................. (ix) Single stage system for combined carbonaceous removal of BOD and nitrogenous removal by nitrification (see def. No. 12) (Points for this item have to be in addition to items (5) (a) (i) through (5) (a) (viii) ....... .. ..... . (x) Nutrient additions to enhance BOD removal. ............................. (xi) Biological Culture ("Super Bugs") addition to enhance organic compound removal .... . (b) Nitrogenous Stage (i) Aeration - High Purity Oxygen System . _ .. . Diffused Air System ........... Mechanical Air System (fixed, floating, or rotor) ...... ...... Separate Sludge Reaeralion (ii) Trickling Filter - _ High Rate ............. . Standard Rate ........... . Packed Tower............ (iii) Biological Aerated Filler or Aerated Biological Filler .. ..................... . (iv) Rotating Biological Contactors ............ (v) Sand Filter - intermittent biological ....... . recirculating biological ....... . (v i) Clarifier .............................. . . 20 10 7 5 5 10 10 2 3 C> 5 5 5 20 10 10 10 `6)-V�E-ATjAPY O'i ADVANCED TREATMENT UNIT Activated Carbons Beds - (Sp) -CHEMICAL ADDITION SYSTEM{S} (See definition No. 9) (a) w,thovt carbon regeneration ................ . . 5 (not applicable to chemical additions rated as item with carbon regeneration . . .. . ............... is (3) {j}, (5) (a) (xi), (6) (a), (6) (b), (7) (b), (7) {e}, powdered or Granular Activated Carbon Feed - (9) (a), (9) (b), or (9) (c) 5 points each: List: without carbon regeneration ................. 5 5 5 with carbon regeneration ..... ............. 1 5 . . 5 (c) Air Stripping .............................. 5 .. . 5 (d) Denitrificalion Process (separate process) ..... 10 ' . ' ' ' (e) Electrodialysis .............................. 5 (11) MISCELLANEOUS UNITS (0 Foam Separation ............................. 5 (a) Holding Ponds, Molding Tanks or Settling Ponds (g) Ion Exchange ................................ 5 for Organic or Toxic Materials including wastes (h) Land Application of Treated Effluent from mining operations containing nitrogen and/or (see definition no. 22b) (not applicable for phosphorous compounds in amounts significantly sand. gravel, stone and other similar mining greater than is common for domestic wastewater .......... 4 operations) (b) Effluent Flow Equalization (not applicable to storage (i) on agric,rtturally managed sites (See del. basins which are inherent in land application systems). 2 No. 4) ................................... i 0 (ii) by high rate infiltration on non -agriculturally (c) Stage Discharge (not applicable to storage basins inherent in land application systems ..................... ........ 5 managed sites (includes rotary distributors (d) Pumps ........ ....... ......... -.-....------------------- .,......LP and similar fixed nozzle systems) ........... 4 (e) Stand -Sy Power Supply._- . ........................................... .. ... 3 (iii) by subsurface disposal (includes low pressure (I) Thermal Pollution Control Device ............................................. 3 pipe systems and gravity systems except at plants consisting of septic tank and nitrifica- tion lines only) ............................. 4 TOTAL POINTS -Y (i) Microscreens....... ..... .................... 5 Phosphorus Remo,/al by Biological Processes CLASSIFICATION (See def. No. 26) ............................ 2 D (k) Polishing Ponds - without aeration ....... 2 Class I ................. 5 - 25 Points with aeration .......... 5 Class Il............................. ............ 26- 50 Points (1) Post Aeration - cascade .............. 0 Class If1......._........ ._... 51- 65 Points diffused or mechanical ... 5 Class iV................ ..........................._ 66- Up Points (m) Reverse Osmosis ............................... 5 (n) Sand or Mixed -Media Filters - low rate ........... 2 Facilities having a rating of one through four points, inclusive, high rate .......... 5 do not require a certified operator. Classification of all other I Treatment processes for removal of metal or facilities requires a comparable grade operator in responsible cyanide .............................. _ .... _ 15 charge. tp) Treatment processes for removal of toxic materials other than metal or cyanide ......... 15 Facilities having an activated sludge process will be assigned a minimum classification of Class 11. SLUDGE TREATMENT (a) Sludge Digestion Tank - Heated ............... Facilities having treatment processes for the removal of metal 10 Aerobic ............... or cyanide will be assigned a minimum classification of Class 8. 5 Unheated ............. (b) Sludge Stabilization (chemical or thermal) ....... 3 Facilities having treatment processes for the biological removal 5 (c) Sludge Drying Beds - Gravity................. of phosphorus will be assigned a minimum classification of Class 2 111. Vacuum Assisted ....... 5 (d) Sludge Elutrialion ............................. 5 In -plant processes and related control equipment which are an (e) Sludge Conditioner (chemical or thermal) ........ 5 integral part of industrial production shall not be considered waste (1) Sludge Thickener (gravity) ...................... 5 treatment. Likewise, discharges of wastewater from residences (g} Dissolved Air Flotation Unit having a design flow of 1.000 god or less, shall not be subject to (not applicable to a unit rates as (3) (i} ......... 8 rating. (h) Sludge Gas Utilization (including gas storage) .... 2 (i) Sludge Holding Tank - Aerated ................ 5 ADDITIONAL MM NT Non-aeraled ............ r2 (j) Sludge Incinerator - (not including activated carbon regeneration) ..... 10 (k) Vacuum Filter, Centrifuge or Filler Press or other similar dewateiing 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 O (a) Chlorination ............................. (b) Dechborinal'ion ................. . ...... 5 (c) Ozone .............................. 5 (d) Radiation .......................... 5