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HomeMy WebLinkAboutWQ0008100_Final Permit_19930903,ta to cl ' Carolina o4 Environment, Heath and Natural Resources i • � 1?i%'~•Ins-.f Environmental Management James B. Hunt, Jr., Governor Jonathan B. Howes, Secretary A. Preston; Howard, Jr., P.E., Director September 3, 1993 Mr. Mark Scherrens, Regional Engineering Manager United Parcel Service, Incorporated 5335 Triangle Parkway Suite 500 Norcross, Georgia 30092 Subject: Permit No. WQ0008100 United Parcel Service, Inc. Former UPS Facility, Greensboro NC Groundwater Remediation Guilford County Dear Mr. Scherrens: In accordance with your application received June 29, 1993, we are forwarding herewith Permit No. WQ0008100 dated September 3, 1993, to United Parcel Service, Incorporated for the construction and operation of the subject groundwater remediation system. Please note this permit is limited to 2,880 GPD, with an additional extra 3,000 GPD being discharged into the nearby sewer collection system. All monitoring and precautionary steps must be. takenn to prevent overloading of the subject infiltration ,gallery. This permit shall be effective from the date of issuance until July 31, 1998, 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, F.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and binding. P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-5083 FAX 919-733-9919 An Equal Opportunity Affirmative Action Employer So% recycled/ 10% post -consumer paper 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 919/ 733-5083. Sincerely, A. Pres Howard, Jr., P.E. Director cc: Guilford County Health Department Winston-Salem Regional Office, Water Quality Section Winston-Salem Regional Office, Groundwater Section Jack Floyd, Groundwater Section Law Engineering Facilities Assessment Unit Training and Certification NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES RALEIGH INFILTRATION GALLERY 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 United Parcel Service, Incorporated Guilford County FOR THE construction and operation of a 2,880 GPD groundwater remediation system consisting of a recovery well (6 inch dia. by 50 feet deep) with a 4 GPM pneumatic pump, a 10 GPM capacity oil/water separator, a 15 gallon oil/water separator effluent sump with 7 GPM capacity transfer pump, a 10 GPM capacity turbofill air stripper (SECO level lI unit), a 2 gallon air stripper effluent sump with a 7.5 GPM capacity transfer pump (pump also pumps through filter to gallery, 10 psi required), a Spin -Clean filter system (self cleaning cartridge filter), a flow meter, a nutrient blend system with 25 gallon tank and metering pump (Petroclean process) with monitoring to prevent nitrate and phosphate build-up, a 40 feet by 40 feet by 2.5 feet deep infiltration gallery with six 30 foot infiltration trenches (I inch laterals with 1/4 inch orifices on 2 ft. centers) and observation wells, and all associated piping, valves, controls, and appurtenances to serve United Parcel Service, Incorporated's former UPS facility in Greensboro N.C. with no discharge to the surface waters, pursuant to the application received June 29, 1993, and in conformity with the project plan, specifications, and other supporting data subsequently filed and approved by the Department of Environment, Health and Natural Resources and considered a part of this permit. This permit shall be effective from the date of issuance until July 31, 1998, and shall be subject to the following specified conditions and limitations: I. PERFORMANCE STANDARD 1. 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 and the approved plans and specifications. Mail the Certification to the Permits and Engineering Unit, P.O. Box 29535, Raleigh, NC 27626-0535. 2. The Winston-Salem Regional Office, telephone number 919/ 896-7007 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. 3. 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 a£ the surface waters and ground waters. 4. 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 the construction of additional or replacement treatment or disposal facilities. 5. 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. 6. Any 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. 7. Diversion or bypassing of the untreated groundwater from the treatment facilities is prohibited. H. PERATION 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 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. Once the facility is classified, the Permittee must submit a letter to the Certification Commission which designates the operator in responsible charge within thirty days after the wastewater treatment facilities are 50% complete. 3. 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. 4. All monitoring and precautionary steps must be taken to prevent any overloading of the subject infiltration gallery. As noted this permit is limited to 2,880 GPD, to provide flow for insitu treatinent,' with a proposed extra flow (3,000 GPD) being discharged into the nearby sewer collection system. III. NiONITQRTNG AND REP RTINC" REQUIREMENTS 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 2. Noncompliance Notification: The Permittee shall report by telephone to the Winston-Salem Regional Office, telephone number 919/ 896-7007 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 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 is not in 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. GROUND31ATER REQUIREL4ENTS 1. Monitor wells (MW-1,2,5,6,7,8,9,10, and 11) shall be sampled every February, May, August, and November for the following parameters: NO3 * Total Phosphorus` pH Water Levels EPA Method 602 including MTBE EPA Method 8270 * Shall be sampled prior to system operation and in accordance with the above schedule. The measurement of water level must be made prior to sampling for the remaining parameters. The depth of water in each well shall be measured from the surveyed point on the top of the casing. 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. 2. The groundwater treatment system must achieve at Ieast a 95% treatment efficiency. If the treatment efficiency falls consistently below 95%.then additional treatment facilities may be required. 3. The permittee shall use the BTEX concentrations in the monitoring wells to develop an iso- concentration map for these concentrations. Also water level data should be used to develop a contour map of the groundwater levels. These maps should be developed using the data collected in May and November and submitted along with the other monitoring data collected in those months. 4. The influent and effluent from the treatment system shall be sampled once every two (2) weeks for the first three (3) months and monthly thereafter for the parameters specified below: Benzene Napthalene Toluene 2-Methy1napthalene Ethylbenzene NO3 (effluent only) XyleneMTBE s total phosphorus (effluent only) p 5. The results of the sampling and analysis for the monitoring wells shall be submitted to the Groundwater Section on form GW-59 every March, June, September and December. The results of the influent and effluent analysis shall also be submitted in accordance with this schedule. 6. The Compliance Boundary for the disposal system is specified by regulations in 15 NCAC 2L, Groundwater Classifications and Standards.The Compliance Boundary is established at either (1) 250 feet from the waste disposal area, or (2) 50 feet within the property boundary, whichever is closest to the waste disposal area. An exceedance of Groundwater Quality Standards beyond the Compliance Boundary is subject to penalty provisions applicable under General Statute 143-215.6A(1)a. Also in accordance with 15A 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. Any exceedance of standards at the Review Boundary shall require remediation action on the part of the permittee. 7. All components of the groundwater recovery, treatment and disposal system shall be properly weather -proofed to prevent freezing and failure of the system. 8. The groundwater recovery treatment and disposal system shall be inspected weekly. If it is determined that the system is malfunctioning, all repairs should be made as soon as possible and reported to the Winston-Salem Regional Office. 9. The Winston-Salem Regional Office (telephone number (919) 896-7007) shall be notified at least forty-eight (48) hours prior to the construction of any monitoring well so that an inspection can be made of the monitoring well location. Such notification to the regional groundwater 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. 10. Within sixty (60)days of completion of all monitoring wells, the permittee shall submit two original copies of a scaled topographic map (scale no greater than 1:100) signed and sealed by a professional engineer or a state licensed land surveyor that indicates all of the following information: a. the location and identity of each monitoring well, b. the location of the waste disposal system, C. the location of all property boundaries, d. the latitude and longitude of each monitoring well, e. the relative elevation of the top of the well casing (which shall be known as the "measuring point"), f. and the depth of water below the measuring point at the time the measuring point is established. 4 11. All wells that are constructed for purposes of groundwater monitoring shall be constructed in accordance with 15A NCAC 2C .0108 (Standards of Construction for Wells Other than Water Supply) and any other State and local laws and regulations pertaining to well construction. 12. Upon completion of all well construction activities, a certification must be received from a professional engineer certifying that the monitoring wells are located and constructed in accordance with the Well Construction Standards (15A NCAC 2C) and this permit. This certification should be submitted with copies of the Well Completion Form (GW-1) for each well. Mail this certification and the associated GW-1 forms to the Permits and Compliance Unit, Groundwater Section, P.O. Box 29535, Raleigh, NC, 27626-0535. 13. For the initial sampling of the well as specified elsewhere in the permit, the pernuttee shall submit a copy of the GW-1 form with the Compliance Monitoring Form (GW-59) for that well. Compliance Monitoring Forms that do not include copies of the GW-1 form will be returned to the permittee without being processed. Failure to submit these forms as required by this permit may result in the initiation of enforcement activities pursuant to NC General Statutes 143-215.6. V. INSPE!LTIONS 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 groundwater recovery and treatment facilities to prevent malfunctions and deterioration, operator errors and discharges which may cause or Iead 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. f\ UINILIX, 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. 5 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. The Permittee shall obtain a well construction permit from the Winston-Salem Regional Office prior to construction of the recovery wells. 5. A set of approved plans and specifications for the subject project must be retained by the Permittee for the life of this project. 6. 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. 7. The annual administering and compliance fee must be paid by the Permittee within thirty (30) days after being billed by the Division. Failure to pay the fee accordingly may cause the Division to initiate action to revoke this permit as specified by 15 NCAC 2H .0205 (c)(4). 8. 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. 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. All necessary steps shall be taken to prevent traffic loads from damaging any piping and/or the infiltration gallery's ability to dispose of the treated wastewater, as designed. Permit issued this the 3rd day of September, 1993 NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION A. Preston Wward, Jr., P ., Director '1 Division of &ivironmental Management By Authority of the Environmental Management Commission Permit No. WQ0008100 2 Permit No. WQ0008100 September 3, 1993 i } 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. Signature Date Registration No. r LENS STORAGE COMPANY BUILDING CONNECTION TREATMENT TO POTW UTILITY TRENCH SKID (4" CAST ]IRON) FENCE r/ 14 z 14 4 4 4 4 T-S -..'.'.'.'..:... T-3 ...... ....... ............ T ' ............... ELECTRICAL sYrr�txxyw'.a•ctx+rrr Asir wart rrrat�e��`�artsaaerrarrt 7wots �.. ..................... . ............... UTILITY POLE I... .�.......................................'.'.'.'.'...'.'. H24- ° ) c g o O'.. o ;;;::;:; • a LEGEN° 0 INFILTRATION GALLERY P VED AREA ¢ ♦ RECOVERY WELL m GRAPHIC SCALE Q 00 e0 0 100 ROADWAY PACKAGE SYSTEM BUILDING C 8 0 0 ;.......;.. Cg a_ 1� ..... 1 imh � 100 !k C-� NOTE: ALL. UTILITY ENCHES ARE TO BE c PAVED AREA EXCAVATED 0 18" IN DEPTH. • • ;.:.:. g•; • ... • • • • • .. • .. _ ..... • .. •.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.. ..................... .......................... v IND US TRIAL A VENUE ALL. LOCATIONS ARE APPROXIMATE.I REF: CITY OF GREENSBORO PLANNING DEPARTMENT AERIAL PHOTO SHEETS NO. 613 do 69, DATED MARCH, 1990 ACID FILS 6 4 RATIN-G SCALFZ fOR CLASSIF CATION OF FACILITIES i 1-01 Qh. V -P e �. Name of PIant: .S ilua"� p A �G '� 241rb/ r Owner or Contact Person: N wavi; D Mailing Address: �` i c 5� or _G e, nc ,k t30 ad) 2. County: _GIgI,-Telephone:44�-�1,�2,022 NPDES Permit No. NCdO --- Nondisc. Per. No.W2e jZ S k 68 IssueDate:_ tr' SSI t _Expiration Date: W Existing Faciiit _ 1S D New Facility S Rated By: - I�r4ur�tasm Date: lam.;Z : ,�� _ Reviewed (Train. & :Cerl') Reg. Office %'? Reviewed (Train. '& Cert.) Central Office ORC Grade Plant Class: (circle one) 0 11 111 IV Total Points C POINTS (5) SECONDARY TREATMENT UNITS (a) Carbonaceous Slane 11) Industrial Pretreatment Units and/or (i)Aeration - High purity Oxygen System .... Industrial Pretreatment Program _ Diffused Air System ........... (see definition No. 33) s Mechanical Air System raced, (2) 1 N FLOW OF PLANT IN GPD [!Dating or rpto* .............. (not applicable to non-conlaminaled cooling waters, sludge Separate Sludge Reaeration handling facilities for water purification plants, totally .. (H) Trickling Filter + closed cycle systems (del. No. 11), and facilities consisting only of Item Items High Rate ................ (4) (d) or (4) (d) and (11) 0 — 20.000 y Standard Rate............... .......................... C Packed Tower 20.001 '• 50,0D0 ..................... •.- •: *0 r�oh .t ............... Uil) Biological Aerated Filler or Aerated 50,001 — 100.000 ....................... -- S Biological Filter .............. 100,001 — 25D,000.......................... 4 250 OOi 500 060 . ....... (iv) Aerated Lagoons .. . .................. . ....................... 500,DD1 •-1.000,000 .......................... 8 1,ODD,001 -- 2,000.DDO ..... _ _ . .. ... _ 10 2,000,001 (and up) - rate 1 point sdditianai for each 200.000 gpd capacity up to a maximum of 3p Design Flow (gpd) : - ( D004/— (3) PRELIMINARY UNITS (see definition no. 34 (a)BarSueens...............................: 1 or (b] Mechanical Screens, Static Screens or Comminuting Devices.. . ........ ............. 2 (c) Grit Removal ............................... 1 (a) Mechanical or Aerated Grit Removal .....: - ...: 2 (e) Flow Measuring Device ........................ 1 (Q Instrumented Flow Measurement .. _ .... .... - (g) Preaerai"ron .. . ......................:...... ''�' (b) (h) Influent Flow•Fquafization ... ..:............ O Grease or Oil Separators - Gravlly .......... Mechanical ......... . Dissolved Air Flotation. 8 (D Prechtorinalion ...............................5 (v) Rotaling Biological Contactors .......... (vi) Sand Filters - intermittent biological recirculating biological .... . (vrt S12b1rzalion Lagoons .......... ...... . (vui)Ciariiier .............................. (ix) Single stage system for combined carbonaceous removal of BOD and nitrogenous removal by nitrification (see del. No. 12) (Points for this item have to be in addition to items (5) (a) n through (5) (a) (vai) .. .. .......... (x) Nutrient additions to enhance SOD removal............................... (xi) biological Culture ('Super Bugs') addition to enhance organic compound removal .... . Nitrogenous Slags (s) Aeration - High Purity Oxygen System ..... Diffused Air System ........... Mechanical Air System (fixed, floating, or rotor) ...... ...... Separate Sludge Reaeralion ...... (ii) Trickling Filter - PRIMARY TREATMENT UNITS Stan Rate .gh ... ..... ~' =' : dard Rate .. ....... . (a) Septic Tank (see definition no. 43) ......... ... 2 Packed Tower (b) ImhGH Tank .................................. 5 (c) Primary Clarifiers ...... .. .... •.... . 5 _ (d) Seltling Ponds or Sellling Tanks for Inorganic Nontoxic Materials {sludge handling facilities for water purification plants, sand, gravel, stone, and other mining operations except recceafional activities such as gem or gold mining) ................................. 2. . {sii) Biological Aerated Filter of Aerated . Biological Filler . ................... . (iv) Rotating Biological Conlaclors ............ (v) Sand Filler - intermittent biological ........ recirculating biological ........ (vi) Clarifier ................................ 20 10 8 3 7 5 5 10 10 10 2 3 5 5 8 5 5 20 10 8 3 7 5 5_ 10 10 2 3 5 (6) ''r kl ,ARY OR ADVANCED TREATMENT UNIT (s) Act%vated Carbons Beds - i without carbon regenerafian_._r_r........... 5 with carbon regeneration .................... 15 ,b) Powdered or Granular Activated Carbon Feed - without carbon regeneration ................. 51 (c) with carbon regeneration ................... Air Stripping ................................ . 1 { 5 (d) Denitrificallon Process (separate process) ..... j`$` {e) Electrodiaiysis ............................. 5 (f) Foam Separation ............................. 5 (g} lon Exchange ................................. 5 (h) Land Application of Treated Effluent -(see definition no. 22b) (not applicable for sand, gravel, stone and other similar mining operations) t7 on agriculturally managed sites (See def. No.4)................................... 10 (i) by high rateInliltration an non -agriculturally managed sites (includes rotary distributors and similar Gzed nozzle systems) ........... 4 rri) by subsurface disposal (ncludes low pressure pipe systerrus and gravity systems except at plants consisting of septic tank and nitritica- Gon nines only) ............................ 4 (i) Microscreens.................................. 5 @ phosphorus RemoialbySiobgicai Processes F'See clef_ No. 26) ............................ 20 (k) Polishing Ponds - without aeration ....... 2 evith aeration .......... 5 (1) Post Aerarion - 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 .............................:...... Is Treatment processes for removal of toxic materials other than metal or cyanide _ ........ 15 f SLUDGE TREATMENT (a) Sludge Digestion Tank - Heated ............... 10 Aerobic .............. 5 Unheated ...... ....... 3 (b) Sludge SlabTxalion (chemical or thermal) ... _ .. _ 5 (c) Sludge Drying Beds - Gravity ................ 2 Vacuum Assisted ..... _ . 5 (d) Sludge Elutria6on ............................. 5 (e) Sludge Conditioner (chenvcal or thermaR ...... _ . 5 (f) Sludge Thickener (gravity) ...................... 5 (g) Dissolved Air Flotation Urdt (not applicable to a unit rases as (3) n ....... _ . 8 (h) Sludge Gas Uli(zation (including gas storage) .... 2 Sludge Holding Tank - Aerated ................ 5 Non -aerated ............ 2 G7 Sludge Incinerator - (not including activated carbon regeneration) ..... 10 (k) Vacuum Filler. Centrifuge or Flier Press or other similar dewalering devices ........ ...... . ... 10 (8) SLUDGE DISPOSAL (including incinerated ash) (a) Lagoons ......... .......... »......._ 2 (b) Land AppFcalion (surface and subsurface). (see definition 22a) -where the facility holds the land app_ permit ... 10 -by contr?cling to a land application operator who _ . holds the land application permit ................ 2 - -land application or sludge by a contractor who does not hold the permit for the waslewater treatment facility where the sludge is generated ........ - 10 (c) Landfilled (burial) ................. ..... .... 5 (9) DISINFECTION (a) ChlorinaGan ........ . ........:.........:.. 5 (b) Oechlorsnalbn ......................... . 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) 6). (5) (a) (xi), (6) (a), (6) (b), (7) (b), (7) (e), (9) {a), (9) (b), or 9} ic 5 points each: List: - •- u� ALiiCt� 5. 5 (11) MISCELLANEOUS UNITS - - (a) Holding Ponds, Holding Tanks or Settling Ponds for Organic or Toxic Materials including wastes from mining operations containing nitrogen and/or phosphorous compounds In amounts significantly greater than is common for domestic wastewater ....... 4 (b) Effluent Flow Equalization (not applicable to storage basins which are inherent in land applicalion systems). 2 (c) Stage Discharge (not applicable to storage basins inherent in land appl'icaCwn,systems—_......... .------------- (d) Pumps—_ (e) Stand -lay Power Supply- _ _ 3 (f) Thermal Pollution Control 3 20 TOTAL POINTS CLASSIFICATION ZClass 1 5 - 25 Point s 11 26- 50 Points Class 111 _. _ 51. 65 Points Class IV 56- Up Points Facilities having a rating of one through lour 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 classilication of Class 11. Facilities having treatment processes for the biological removal of phosphorus will be assigned a minimum classification of Class JI1. 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. shad not be subject to rating. APOI-T10NA !. COMMENTS'