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HomeMy WebLinkAbout8202_SampsonCoMSWLF_20160629_PTOPhase3Cell9_DIN26349 Facility Permit No: 8202-MSWLF-2000 Permit To Construct & Operate June 29, 2016 DIN 26349 Page 1 of 21 North Carolina Department of Environment Quality Division of Waste Management Pat McCrory Donald R. van der Vaart Governor Secretary 1646 Mail Service Center, Raleigh, North Carolina 27699-1646 Phone/Fax 919-707-8200 Internet: http://www.ncdenr.gov An Equal Opportunity \ Affirmative Action Employer STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT QUALITY DIVISION OF WASTE MANAGEMENT SOLID WASTE SECTION SOLID WASTE MANAGEMENT FACILITY Permit No. 8202-MSWLF-2000 SAMPSON COUNTY DISPOSAL, LLC a wholly owned subsidiary of WASTE INDUSTRIES, INC., of Raleigh, NC is hereby issued a PERMIT TO CONSTRUCT C&D LANDFILL UNIT - CELL 2B PERMIT TO OPERATE MSW LANDFILL UNIT- PHASES 1, 2 & 3, CELLS 1 THROUGH 9 C&D LANDFILL UNIT - CELLS 1 & 2A PERMIT FOR CLOSURE NOT APPLICABLE located on North Carolina State Road 24 approximately 3.8 miles east of the Town of Roseboro, Sampson County, North Carolina, in accordance with Article 9, Chapter 130A, of the General Statutes of North Carolina and all rules promulgated thereunder and subject to the conditions set forth in this permit. The legal description of the site is identified on the deeds recorded for this property listed in Attachment No. 1 of this permit. Edward F. Mussler, III, P.E. Permitting Branch Supervisor Solid Waste Section Facility Permit No: 8202-MSWLF-2000 Permit To Construct & Operate June 29, 2016 DIN 26349 Page 2 of 28 ATTACHMENT 1 GENERAL PERMIT CONDITIONS/INFORMATION Permit to Operate Data Table Permit Status Issuance Date Limited Review Expiration DIN 8202-MSWLF-2000 Active June 29, 2016 June 01, 2021 June 01, 2026 26349 PART I: GENERAL FACILITY 1. This permit is issued by the North Carolina Department of Environment Quality, Division of Waste Management (Division), Solid Waste Section (Section). In accordance with North Carolina Solid Waste Management Rule (Rule) 15A NCAC 13B .0201(d), a solid waste management facility permit shall have two parts: a Permit to Construct and a Permit to Operate. The Permit to Construct (PTC) must be implemented in accordance with Attachment 2 of this permit. The Permit to Operate (PTO) must be implemented in accordance with Attachment 3 of this permit. a. The PTC and PTO shall expire June 01, 2026. b. Pursuant to Rules 15A NCAC 13B .1604(b)(2)(H) or .0534(b)(2)(H), the permittee must commence construction authorized by this PTC within 18 months from the issuance date of this permit. Construction includes, but is not limited to, issuance of construction contracts, mobilization of equipment on site, and related construction activities including installation of sedimentation and erosion control structures. If construction does not begin within 18 months from the issuance date of this permit, then the PTC for the MSWLF and C&DLF units defined in this permit shall expire September 02, 2016. However, the permittee may re-apply for the PTC prior to this expiration date. and the re-application will be subject to the statutes and rules in effect on that date and may be subject to additional fees. c. Pursuant to the NCGS 130A-294(a2) and Rule 15A NCAC 13B .0206(b), this PTC or PTO is subject to a limited review by June 01, 2021. No later than December 03, 2020, the permittee must submit a request to the Section for a permit review. The permit application for a five-year review of a 10-year permit must update pertinent plans to the landfill facility including facility plan, engineering plan, operations plan, closure & post-closure plan, financial assurance cost estimates, environmental media monitoring plans, and any other applicable modification to the plans, which shall be made in accordance with rules in effect at the time of review. 2. The persons to whom this permit is issued (“permittee”) are the owners and operators of the solid waste management facility. Facility Permit No: 8202-MSWLF-2000 Permit To Construct & Operate June 29, 2016 DIN 26349 Page 3 of 28 3. The Permit to Construct and Operate for the MSWLF unit and C&DLF unit dated June 15, 2014 has been registered in the Sampson County Register of Deeds on June 21, 2004; Deed Book 1545, Pages 384-399 (DIN 9938). 4. When this property is sold, leased, conveyed, or transferred in any manner, the deed or other instrument of transfer shall contain in the description section in no smaller type than that used in the body of the deed or instrument, a statement that the property has been used as a sanitary landfill and a reference by book and page to the recordation of the permit. 5. By beginning construction or receiving waste at the facility the permittee shall be considered to have accepted the terms and conditions of this permit. 6. Construction or operation of this solid waste management facility must be in accordance with the Solid Waste Management Rules (Rule), 15A NCAC 13B, Article 9 of the Chapter 130A of the North Carolina General Statutes (NCGS 130A-290, et seq.), the conditions contained in this permit; and the approved plan. Should the approved plan and the rules conflict, the Rules shall take precedence unless specifically addressed by permit condition. Failure to comply may result in compliance action or permit revocation. 7. This permit is issued based on the documents submitted in support of the application for permitting the facility including those identified in the “List of Documents for the Approved Plan” which constitute the approved plan for the facility. Where discrepancies exist, the most recent submittals and the Conditions of Permit shall govern. 8. This permit may be transferred only with the approval of the Section, through the issuance of a new or substantially amended permit in accordance with applicable statutes and rules. In accordance with NCGS 130A-295.2(g) the permittee shall notify the Section thirty (30) days prior to any significant change in the identity or business structure of either the owner or the operator, including but not limited to a proposed transfer of ownership of the facility or a change in the parent company of the owner or operator of the facility. 9. The permittee is responsible for obtaining all permits and approvals necessary for the development of this project including approval from appropriate agencies for a General or Individual NPDES Stormwater Discharge Permit. Issuance of this permit does not remove the permittee’s responsibilities for compliance with any other local, state or federal rule, regulation or statute. Facility Permit No: 8202-MSWLF-2000 Permit To Construct & Operate June 29, 2016 DIN 26349 Page 4 of 28 Properties Approved for the Solid Waste Facility Sampson County NC Register of Deeds Deed Book Page No. Grantor Grantee Tract Description Acreage 1359 630 BFI Waste Systems of North America, Inc. Tract Sampson County Disposal, Inc. Canal Industries Tract 59.23 Canal Industries Tract 2 168.00 B. Williams Tract 5.85 Carlisle Tract 2.00 DuBose-Jones Tract 117.03 Butler Tract No. 1 14.45 Williams/Godwin Tract 7.00 Fisher Tract 110.54 Canal Industries Tract 26.77 Butler Tract No. 2 12.33 Thompkins Tract No. 2 5.00 Spell Tract 5.00 J. Williams Tract 10.00 Canal Industries Tract 1 64.16 Godwin/Williams Tract 3.25 1367 749 Canal Industries, Inc. Sampson County Disposal, Inc. Portion of Williams Tract 315.00 1426 0021 Benjamin R. Warrick Sampson County Disposal, LLC N/A 9.10 Total 934.71 PART II: MUNICIPAL SOLID WASTE LANDFILL (MSWLF) UNIT(S) Permitting History The permit history only lists the permit activities under Permit Number 8202-MSWLF-2000 for Sampson County Disposal, Inc. or Sampson County Disposal, LLC owned by Waste Industries, Inc. since May 30, 2000. Permit Type Date Issued DIN Initial Issuance. Permit to Construct (PTC): MSWLF - Phase 1; CDLF – Phases 2 & 3. April 19, 1999 9926 Initial Issuance for Change of Ownership. Permit to Operate (PTO): MSWLF - Phase 1, Cells 1 & 2; CDLF – Phase 1. September 6, 2000 9927 Permit Modification. PTO: MSWLF – Phase 1, Cells 3 & 4; C&DLF – Phase IIA. October 5, 2001 9931 Permit Modification. PTO: MSWLF - Phase 1, Cells November 18, 2003 9937 Facility Permit No: 8202-MSWLF-2000 Permit To Construct & Operate June 29, 2016 DIN 26349 Page 5 of 28 3A and 5. Permit Substantial Amendment - Change in Franchise. PTO: MSWLF – Phase 1. June 15, 2004 9938 Permit Amendment. PTC: MSWLF Phase 2, Cells 6. August 25, 2005 9940 Permit Modification. PTO: MSWLF - Phase 2, Cell 6. June 1, 2006 9944 Permit Amendment. PTC: MSWLF - Phase 2, Cell 8; PTO: MSWLF – Phase 1 Cells 1 - 5 & Phase 2, Cells 6 & 7. April 8, 2010 10311 Permit Modification. PTC: MSWLF – Phase 2, Cell 8; PTO: MSWLF – Phase 1, Cells 1 - 5 & Phase 2, Cells 6 & 7 and C&DLF Cells 1 & 2A. April 20, 2012 16469 Permit Modification. PTO: MSWLF – Phases 1 & 2 (Cells 1 – 8) and C&DLF Cells 1 & 2A. July 3, 2012 16859 Permit Amendment (10 Year Permit). PTC: MSWLF – Phase 3, Cell 9, C&DLF Cell 2B; PTO: MSWLF – Phases 1 & 2 (Cells 1 through 8) and C&DLF Cells 1 & 2A. March 23, 2015 23820 Permit Modification (10 Year Permit). PTC: C&DLF Cell 2B; PTO: MSWLF – Phases 1, 2 & 3 (Cells 1 through 9) and C&DLF Cells 1 & 2A. June 29, 2016 26349 List of Documents for the Approved Plan The descriptions of historical documents are found in the Permit to Operate issued July 3, 2012, DIN 16859. DOCUMENT ID NO. (DIN) DOCUMENT DESCRIPTION 9938 Leachate Recirculation Demonstration Report, Sampson County Landfill (Permit No. 82-02). Prepared by: G.N. Richardson, & Associates, Inc. (GRA), April 22, 2004. 9944 Notification of Sludge Solidification Operations, Sampson County Landfill (Permit No. 82-02). Prepared by: GRA, February 17, 2005. 9944 Notice of Intend to Closure, Closure Event No. 1, Sampson County Disposal, LLC, (Permit No. 82-02). Prepared by: GRA, January 25, 2006. Proposed to close 18.3 acres and final closure area is 12 acres. 22564 Construction Certification Report, Sampson County Disposal, LLC (Solid Waste Permit No. 82-02), Roseboro, North Carolina. Prepared by: Richardson Smith Gardner & Associates, Inc. (RSG), August 10, 2007. Approximately 12-acre final cover was installed over MSWLF Cells 1 through 4. 16404 Permit Renewal Application, Sampson County Disposal, LLC, Landfill Facility, Facility Permit No: 8202-MSWLF-2000 Permit To Construct & Operate June 29, 2016 DIN 26349 Page 6 of 28 NC Solid Waste Permit No. 82-02. Prepared by: RSG, April 2011. The 30-yr franchise agreement (expire November 21, 2032) and zoning approval letter are included. 17091 Landfill Gas Well Installation/Up-fit, Sampson County C&D and MSW Landfills, Roseboro, North Carolina. Prepared by Smith Gardner, Inc. August 7, 2012. Seven (7) gas wells (GP-1 through GP-7) around C&DLF were installed. 22565 Construction Quality Assurance Report, Ring Cap Construction, Final Cover Event No.2 – “Ring Cap,” NC Solid Waste Permit No. 82-02. Prepared by Smith Gardner, Inc. (S+G). July 2013. Approximately 2.6-acre final cover of the MSWLF was installed. 18979 Evaporation as a Leachate Management Tool Demonstration Request, Sampson County Disposal, LLC, (NC Solid Waste Permit No. 82-02) Roseboro, North Carolina. Prepared by S+G. May 10 2013. 23401 Gravity Groundwater Intercept Cell 9 – Final Report. Sampson County Disposal, LLC. Prepared by S+G. February 3, 2015. Approved on February 19, 2015 (DIN 23682). The MSWLF Phases 3 encompasses three Cells – 9 through 11. 23774 Water Quality Monitoring Plan, Sampson County Disposal, LLC, MSW Landfill Phase 3 and C&D Landfill Cells 2B & 3, Roseboro, North Carolina. Prepared by S+G. November 2013 23775 Landfill Gas Monitoring Plan, Sampson County Disposal, LLC, MSW Landfill Phase 3 and C&D Landfill Cells 2B & 3, Roseboro, North Carolina. Prepared by S+G. November 2013 23822 Permit To Construction Application, Sampson County Disposal, LLC, MSW Landfill Phase 3 and C&D Landfill Cells 2B & 3, Roseboro, North Carolina. Prepared by S+G. Dated November 2013 and revised through February 10, 2015. 26281 Leachate Storage Tank Modification, Sampson County Disposal, LLC (Solid Waste Permit No. 82-02), Roseboro, North Carolina. Prepared by S+G. Dated June 17, 2016. 26348 Construction Quality Assurance Report, Sampson County Disposal, LLC, Permit Area 82-02MSW Landfill, Cell 9 Construction, Roseboro, North Carolina. Prepared by S+G. Dated May 16, 2016 and revised through June 27, 2016. PART III: CONSTRUCTION AND DEMOLITION DEBRIS LANDFILL (C&DLF) UNIT(S) Permitting History Permit Type Date Issued DIN Permit issued under the Permit Number 8202-CDLF-1996 SAMPSON COUNTY C&DLF Original issuance. Permit to Construct (PTC): C&DLF- Phase 1. March 8, 1996, 9921 Facility Permit No: 8202-MSWLF-2000 Permit To Construct & Operate June 29, 2016 DIN 26349 Page 7 of 28 Original issuance. Permit to Operate (PTO): C&DLF – Phase 1. September 10, 1996 9921 Permit Amendment. PTC: C&DLF – Phase 1. September 25, 1996 9921 On April 19, 1999 the permit for C&DLF unit has been incorporated into the permit for MSWLF unit; the permitting history of the C&DLF unit is same as that of the MSWLF unit which is described in Part II of Attachment 1. List of Documents for the Approved Plan DIN DOCUMENT DESCRIPTION 22338 Construction Plan Application for a Construction and Demolition Debris Landfill, Sampson County Disposal, Inc., Northern Expansion Area. Prepared by S&ME, Inc. December 1995 and revised through January 1996. - Request for Modification to Permit No. 82-02. Prepared by S&ME, Inc. September 25, 1996. - Field Density Test Report. Prepared by: S&ME Inc. August 30, 1996. - As-Built Survey. Prepared by: Derward W. Baker and Associates. August 30, 1996. - Sampson County C&D Landfill, Phase IIA. Construction Quality Assurance (CQA) & Application for a Permit to Operate a C&D Landfill. Prepared by: ESP Associates, P.A. September 2000. - Permit Area 82-02 C&D Landfill- Cell IIA Repair Certification, Sampson County, NC. Prepared by: GNA, January 17, 2001. 5050 Transition Application. Prepared by: RSG, June 30, 2008. The document is submitted in compliance with Rule 15A NCAC 13B .0547. Since 2009 the approved documents associated with the CDLF unit can be found in the “List of Documents of Approved Plan” for MSWLF unit. PART IV: INDUSTRIAL LANDFILL UNIT(S) Not Applicable. PART V: LAND CLEARING AND INERT DEBRIS LANDFILL UNIT(S) Not Applicable. PART VI: TRANSFER STATION/TREATMENT & PROCESSING UNIT(S) Not Applicable. PART VII: MISCELLANEOUS SOLID WASTE MANAGEMENT UNIT (S) Not Applicable. - End of Section – Facility Permit No: 8202-MSWLF-2000 Permit To Construct & Operate June 29, 2016 DIN 26349 Page 8 of 28 ATTACHMENT 2 CONDITIONS OF PERMIT TO CONSTRUCT PART I: MUNICIPAL SOLID WASTE LANDFILL UNIT CONSTRUCTION CONDITIONS 1. This permit approves the Facility Plan (DIN 23822) that defines the comprehensive development of the MSWLF unit encompassing 206.2-acre waste footprint and consisting of four (4)-phased developments – Phases 1 through 4 with total gross capacity of 55,097,069 cubic yards (CY), which is measured from the top of the protective cover to the top of final cover as shown on the Drawing No. S3 (DIN 23822). This MSWLF unit has approved total gross capacity of 56,600,000 CY (DIN10311). 2. Cells 10 & 11 of the MSWLF unit - Phase 3, as shown on Drawing Nos. X1, X2, & P1, are approved as suitable for development. Pursuant to NCGS 130A-295.8 (b)(3), the permittee must submit the Section a permit modification to the approved Permit to Construct (PTC) Application (DIN 23822) for review and approval in accordance with Rules 15A NCAC 13B .0201(g) & .0206(b) before construction activities commence. 3. Pursuant to Rule 15A NCAC 13B .1617(c), the permittee must prepare and provide updated plans in the PTC Application for the MSWLF unit – Phase 3, Cells 10 & 11 including the demonstration that the vertical separation requirement set forth in Rule 15A NCAC 13B 1623(b) is achieved at each new landfill cell. The following table summarizes the dimensions and details for the MSWLF unit – Phase 3, Cells 10 and 11: MSWLF - Phase 3 Waste Footprint (acreage) Gross Capacity (CY) Cell 10 23.1 6,064,714 Cell 11 22.6 6,120,223 PART II: CONSTRUCTION AND DEMOLITION SOLID WASTE LANDFILL UNIT CONSTRUCTION CONDITIONS 4. This permit approves the Facility Plan (DIN 23822) that defines the comprehensive development of the C&DLF unit encompassing a 35.1-acre waste footprint and consisting of three (3)-phases of development – Cells 1 through 3 with a total gross capacity of 2,180,681 CY, which is measured from the elevation of initial of waste placement through the top of final cover as shown on the Drawing No. S3 (DIN 23822). 5. Pursuant to the Rule 15A NCAC 13B .0201 (d)(1), this permit approves a subsequent lateral expansion of Cell 2B of the C&DLF unit as shown on Drawing Nos. X3 & P2 in the approved Facility and Engineering Plans (DIN23822). Construction of Cell 2B shall only be in accordance with the approved plans and drawings listed in Parts II and III of Attachment 1 of this permit and the requirements stipulated in Rules 15A NCAC 13B Facility Permit No: 8202-MSWLF-2000 Permit To Construct & Operate June 29, 2016 DIN 26349 Page 9 of 28 .0531 through .0574. The following table summarizes the dimensions and details for the C&DLF unit – Cells 2B: Phase Waste Footprint (acreage) Gross Capacity (CY) Cell 2B 4.5 314,286 6. The Cells 3A & 3B of the C&DLF unit as shown on Drawing Nos. X3 & P2 are approved suitable for development. Pursuant to NCGS 130A-295.8 (b)(3), the permittee must submit the Section a permit modification to the approved Permit to Construct (PTC) Application (DIN 23822) for review and approval in accordance with Rules 15A NCAC 13B .0201(g) & .0206(b) before construction activities commence. The following table summarizes the dimensions and details for the C&DLF unit – Cells 3A and 3B: C&DLF Waste Footprint (acreage) Gross Capacity (CY) Cell 3A 5.1 317,265 Cell 3B 6.1 494,948 PART III: GENERAL FACILITY CONSTRUCTION CONDITIONS 8. The permittee must conduct a preconstruction meeting at the landfill facility prior to initiating construction of any phase/cell/sub-cell of the landfill units and must notify the Section at least 10 days prior to the meeting. 9. Pursuant to the Rules 15A NCAC 13B .0542(i)(2) or .1626(5), open burning solid waste without prior approval is prohibited at this landfill facility. 10. This facility shall conform to the specific conditions set forth in this permit and the provisions of Rules 15A NCAC 13B .0534(b)(2) or .1604(b)(2). EROSION AND SEDIMENTATION CONTROL REQUIREMENTS 11. All required sedimentation and erosion control measures must be installed and operable to mitigate excessive on-site erosion and to prevent silt from leaving the area of the landfill units during the service life of the facility. 12. All earth disturbing activities must be conducted in accordance with the approved Erosion and Sediment Control Plan, the Sedimentation Pollution Control Act of 1973 (15 NCAC 4), and consistent with any other local, state or federal requirements. 13. Facility construction, operations or practices must not cause or result in a discharge of pollution, dredged material, and/or fill material into waters of the state in violation of the requirements under Sections 401 and 404 of the Clean Water Act, as amended. Facility Permit No: 8202-MSWLF-2000 Permit To Construct & Operate June 29, 2016 DIN 26349 Page 10 of 28 14. Modifications to the approved sedimentation and erosion control activities require approval by the North Carolina Land Quality Section. The Section must be notified of any sedimentation and erosion control plan modifications. GEOLOGIC, GROUND WATER AND MONITORING REQUIREMENTS 15. Prior to construction of the sub-cells or cell(s) within the phase, all piezometers, borings, and groundwater monitoring wells within the footprint must be properly abandoned in accordance with 15A NCAC 2C .0113 (b)(1), entitled “Abandonment of Wells.” 16. In areas where soil is to be undercut, abandoned piezometers, monitoring wells and borings must not be grouted to pre-grade land surface, but to the proposed base grade surface to prevent having to cut excess grout and possibly damage the wells. 17. A Licensed Geologist must report any pertinent geological feature(s) exposed during phase or cell excavation. Prior to placing any landfill liner, the geologist must submit to the Section Hydrogeologist a written report that includes an accurate description of the exposed geological feature(s) and effect of the geological feature(s) on the design, construction, and operation of the cell, phase, or unit. 18. A Licensed Geologist must supervise installation of groundwater monitoring wells and surface water sampling stations. 19. Any modification to the approved water quality monitoring, sampling, and analysis plan must be submitted to the Section Hydrogeologist for review. 20. Within 30 days of completed construction of each new groundwater monitoring well or landfill gas monitoring well, a well construction record (GW-1 form), typical well schematic, boring log, field log and notes, and description of well development activities must be submitted to the Section. 21. The permittee must provide a plan sheet-sized, scaled topographical map, showing the location and identification of new, existing, and abandoned wells and piezometers after installation of groundwater monitoring wells. 22. Within thirty (30) days of the completed permanent abandonment of a ground-water monitoring well, the well abandonment record (GW-30 form) and any additional information included in the abandonment record) must be submitted to the Section. The well abandonment records must be submitted to the Solid Waste Section in accordance with 15A NCAC 2C .0114(b) and be certified by a Licensed Geologist Facility Permit No: 8202-MSWLF-2000 Permit To Construct & Operate June 29, 2016 DIN 26349 Page 11 of 28 23. All forms, reports, maps, plans, and data submitted to the Section must include an electronic (pdf) copy. PRE-OPERATIONAL CONDITIONS 24. The following conditions must be met prior to receiving wastes at the newly constructed phases, cells, or sub-cells of any landfill unit: a. The permittee must obtain a Permit to Operate from the Section for operating the constructed phases, cells or sub-cells of the landfill unit in accordance with 15A NCAC 13B .0201(d). b. Site preparation, final landfill base grading, and vertical separation requirements have been performed in accordance with Rules 15 NCAC 13B .0540 or .1624, and the approved plans. i) A written Construction Quality Assurance (CQA) report including: A certification by a professional engineer registered in the State of North Carolina. ii) As-built drawings demonstrate that the landfill base line system was built in accordance with Rules 15 NCAC 13B .0540 or .1624. iii) The approved CQA plan (DIN 23822), and the conditions of the permit must be submitted to the Section for review and approval. c. The permittee must contact the appropriate regional Solid Waste Management Specialist to determine whether the Section chooses to hold a pre-operative meeting including a site inspection with key landfill personnel and the Section’s representatives for the purpose of demonstrating that the facility construction is consistent with approved plans and specifications. d. New groundwater monitoring wells, and landfill gas monitoring wells shall be installed, and surface water sampling locations shall be established. A baseline sampling event for background water quality shall be performed in accordance with Rules 15A NCAC 13B. 0544 or .1633, and approved water quality monitoring plan. Well construction records and sampling results shall be submitted to the Section Hydrogeologist for review and approval prior to issuing the Permit to Operate. e. The permittee shall completely implement and install site access, security, signs, and safety requirements in accordance with Rules 15A NCAC 13B. 0542 or .1626. Facility Permit No: 8202-MSWLF-2000 Permit To Construct & Operate June 29, 2016 DIN 26349 Page 12 of 28 f. The edge of the waste footprint must be identified with permanent physical markers. g. Documentation of financial assurance mechanisms must be submitted to the Section. The financial assurance amount must include closure and post-closure costs including the new phase, cell, or sub-cell to receive the Permit to Operate in accordance with NCGS 130A-295.2, Rules 15A NCAC 13B .0546, .0547 (2), and .1628. PART IV: INDUSTRIAL LANDFILL UNIT(S) Not Applicable. PART V: LAND CLEARING AND INERT DEBRIS LANDFILL UNIT(S) Not Applicable. PART VI: TRANSFER STATION/TREATMENT & PROCESSING UNIT(S) Not Applicable. PART VII: MISCELLANEOUS SOLID WASTE MANAGEMENT UNIT (S) Not Applicable. - End of Section- ATTACHMENT 3 CONDITIONS OF PERMIT TO OPERATE PART I: GENERAL FACILITY OPERATION CONDITIONS 1. The permittee must not knowingly dispose of solid wastes including municipal solid waste (MSW) and construction or demolition (C&D) solid waste that is generated within the boundaries of a unit of local government that by ordinance: a. Prohibits generators or collectors of solid waste from disposing of that type or form of solid waste. b. Requires generators or collectors of solid waste to recycle that type or form of solid waste. 2. This facility is permitted to receive non-hazardous solid waste, as defined in NCGS 130- 290 (a) (35) that is: a. Generated within the State of North Carolina and consistent with the local government waste management plan and the Resolution Granting Approval of as Amended Sanitary Landfill Franchise (the 30-yr franchise agreement) approved by the Board of Commissioners of Sampson County on November 21, 2002 Facility Permit No: 8202-MSWLF-2000 Permit To Construct & Operate June 29, 2016 DIN 26349 Page 13 of 28 (DIN15162). The facility is not permitted to receive solid waste from transfer stations that accept solid waste generated outside the State of North Carolina. b. MSW waste, including C&D waste as defined in NCGS 130-290 (a)(18a) and (4), except where prohibited by the franchise agreement, NCGS Article 9 of Chapter 130A, and the rules adopted by the Commission for Health Services. c. The approved waste disposal rate is 5,000 tons per day or approximately 1,825,000 tons per year based on 365 operating days per year with a maximum variance in accordance with the approved facility plan (DIN 23822), franchise agreement, and NCGS 130A-294(b1)(1). 3. The facility operator must complete an approved operator training course in compliance with NCGS 130A-309.25. a. A responsible individual certified in landfill operations must be on-site during all operating hours of the facility at all times while open for public use. b. All pertinent landfill-operating personnel must receive training and supervision necessary to properly operate the landfill units in accordance with NCGS 130A- 309.25 and addressed by memorandum dated November 29, 2000. 4. The permittee must actively employ a training and screening program at the facility prepared in accordance with applicable Rules, NCGS 130A-295.6(g), and the approved Operations Manual (DIN 23822) for detecting and preventing the disposal of excluded or unauthorized wastes. At a minimum, the program must include: a. Random inspections of incoming loads or other comparable procedures. b. Records of any inspections. c. Training of personnel to recognize hazardous, liquid, and other excluded waste types. d. Development of a contingency plan to properly manage any identified hazardous, liquid, or other excluded or unauthorized wastes. The plan must address identification, removal, storage and final disposition of these wastes. 5. Closure and post-closure activities for any landfill unit at this facility must be conducted in accordance with the approved Closure and Post-Closure Plans (DIN 23822) and applicable Rules 15A NCAC 13B .0543 or .1627 & .1629. Facility Permit No: 8202-MSWLF-2000 Permit To Construct & Operate June 29, 2016 DIN 26349 Page 14 of 28 6. Modification of the approved closure plan to construct an alternative cap system is allowed by Rules 15A NCAC 13B .0543 or .1627; however, the modified closure plan must be submitted for approval at least ninety (90) days prior to closure or partial closure of any landfill unit. The plan must include all steps and measures necessary to close and maintain the landfill unit in accordance with all rules in effect at that time. At a minimum, the plan must address the following: a. Design of a final cover system in accordance with Rules 15 NCAC 13B .0543, .1627, or the solid waste management rules in effect at the time of closure. b. Construction and maintenance/operation of the final cover system and erosion control structures. c. Surface water, ground water, and explosive gas monitoring. 7. Financial assurance as required by NCGS 130A-295.2 must be continuously maintained for the duration of the facility. Permittee must annually update and adjust closure and post-closure cost estimates and costs for potential assessment and corrective action at the landfill facility for inflation according to Rules 15A NCAC 13B .0546, .0547 (2), and .1628. 8. All sedimentation and erosion control activities must be conducted in accordance with the Sedimentation Control Act NCGS 113A-50, et seq. and rules promulgated under 15A NCAC 4. All required sedimentation and erosion control measures must be installed and operable to mitigate excessive on-site erosion and to prevent silt from leaving the area of the landfill unit during the service life of the facility. 9. The permittee must well maintain permanent physical markers that accurately identify the edge of the approved waste footprint for all active, inactive, and closed disposal units at the landfill facility. ENVIRONMENTAL MEDIA MONITORING AND REPORTING REQUIREMENTS General Conditions 10. Groundwater, surface water, landfill gas, and gravity groundwater intercept system (GGI System) monitoring locations must be established and monitored as identified in the approved plans (DIN 23774 and 23775). 11. The permittee must implement the following permit conditions: a. The permittee must obtain approval from the Section for the design, installation, and abandonment of any groundwater or landfill gas monitoring well. Facility Permit No: 8202-MSWLF-2000 Permit To Construct & Operate June 29, 2016 DIN 26349 Page 15 of 28 b. Each groundwater and landfill gas monitoring well must be surveyed in accordance with Rules 15A NCAC 13B .0544(b)(1)(F) or .1632 (d)(1). c. Each groundwater and landfill gas monitoring well must have an identification plate permanently attached to the well, in accordance with 15A NCAC 2C .0108(o). d. The permittee must maintain the following documentations in the facility operating record in accordance with Rules 15A NCAC 13B .0542 (n) or .1626(10): i) The report for each monitoring event of the GGI System, groundwater, and surface water, and landfill gas and pertinent analytical data. ii) Documents of well completion, development details, repair, abandonment, and all other pertinent activities associated with each groundwater and landfill gas monitoring well and GGI System monitoring location. e. A readily accessible, unobstructed path must be maintained so that groundwater and landfill gas monitoring wells, GGI System monitoring points, and surface water sampling locations are accessible using four-wheel drive vehicles. Water Quality Monitoring and Reporting Conditions 12. Groundwater and surface water monitoring at this landfill facility must be conducted in compliance with Rules15A NCAC 13B .0544 through 0545, .1630 through .1637, .0602, and the approved monitoring plan (DIN 23774). Any proposed modification to an approved plan must be submitted to the Section and approved prior to implementation. 13. Groundwater quality is subject to 15A NCAC 2L – Groundwater Classifications Standards and the Groundwater Protection Standards (GPS) established under Rules 15A NCAC 13B .0545(b) and .1634(i). Surface water is subject to 15A NCAC 2B – Surface Water and Wetlands Standards. 14. Unless otherwise specified by the Section, GGI System monitoring ports, surface water locations, and groundwater monitoring wells must be sampled at least semi-annually in accordance with applicable Rules, the approved monitoring plans (DIN 23774), and the current policies and guidelines of the Section in effect at the time of sampling. 15. Monitoring reports of the analytical results for groundwater, surface water and GGI System monitoring events must be submitted to the Section within 120 days of the sample collection date. Analytical laboratory data must be submitted in electronic format (pdf) Facility Permit No: 8202-MSWLF-2000 Permit To Construct & Operate June 29, 2016 DIN 26349 Page 16 of 28 and in a spreadsheet format in an Electronic Data Deliverable (EDD) Template. All monitoring reports must contain: a. A potentiometric surface map for the current sampling event. b. Analytical laboratory reports and summary tables. c. A completed Solid Waste Environmental Monitoring Data Form. d. Laboratory data submitted in accordance with the EDD Template. 16. The permittee must implement the following permit conditions: a. For MSWLF Unit. The four independent samples which comprise the initial baseline sampling event must be collected from each new installed groundwater monitoring well in accordance with 15A NCAC 13B. 1633(b). b. For C&DLF Unit. A baseline sampling event for background water quality shall be completely performed from each new installed groundwater monitoring well in accordance with 15A NCAC 13B. 0544(b)(1)(D). c. The report including analytical data must meet the requirements stated in the Permit Condition No. 21 of Part I, Attachment 3 and be submitted to the Section for review. Landfill Gas Monitoring, Management, and Reporting Conditions 17. A landfill gas monitoring event must include monitoring for all explosive gases, including hydrogen sulfide and must be conducted at the facility including interior monitoring of on-site buildings in accordance with the approved landfill gas monitoring plan (DIN 23775) and Rules 15A NCAC 13B .0544(d) and .1626 (4). Any proposed modification to an approved plan must be submitted to the Section Hydrogeologist and approved prior to implementation. 18. The permittee must sample landfill gas quarterly unless otherwise required for corrective action or specified by the Section. 19. The permittee is responsible to employ properly trained personnel to conduct gas monitoring and to operate and maintain the constructed landfill gas collection and control system (LFGCCs) and landfill gas to energy (LFTGE) project. 20. Landfill gas monitoring reports must be placed to the facility’s operating record, according to Rules 15A NCAC 13B .0542 (n) and .1626(10), within 7 days of the Facility Permit No: 8202-MSWLF-2000 Permit To Construct & Operate June 29, 2016 DIN 26349 Page 17 of 28 monitoring event, and must include a description of the monitoring method used, the sampling results of each well and onsite buildings in percent of the lower explosive limit (LEL), date of monitoring, weather conditions, calibration report, and signature of the sampling personnel. 21. If landfill gas monitoring reveals detections of methane greater than 25 percent of the LEL in onsite buildings, or detections of LEL at the compliance boundary, the permittee must comply with the requirements of Rules 15A NCAC 13B .0544(d) or .1626 (4). 22. The permittee must maintain the valid permit (s) from the North Carolina Division of Air Quality and comply with any local, state or federal regulations including routinely reporting requirements to operate the existing LFGCCs and LFGTE projects. RECORDING AND RECORDKEEPING 23. Copies of this permit, the approved plans, and all records required to be maintained by the permittee must be maintained at the facility and made available to the Section upon request during normal business hours. 24. The permittee must maintain records of the following. Scales must be used to weigh the amount of waste received. The daily reports are to be summarized into a monthly report for use in the required annual reports. a. The amount of all accepted solid waste materials as (i) MSW (ii) C&D wastes, (iii) material used as alternate periodic cover, and (iv) recyclable material. b. Daily records of waste received, and origins of the loads. 25. On or before August 1 annually, the permittee must submit an annual facility report to the Solid Waste Section, on forms prescribed by the Section. a. The reporting period shall be for the previous year beginning July 1 and ending June 30. b. The annual facility report must list the amount of waste received and landfilled in tons and be compiled: i) On a monthly basis. ii) By county, city or transfer station of origin. iii) By specific waste type. iv) By disposal location within the facility. v) By diversion to alternative management facilities. Facility Permit No: 8202-MSWLF-2000 Permit To Construct & Operate June 29, 2016 DIN 26349 Page 18 of 28 c. A measurement of volume utilized in the landfill cells must be performed during the second quarter of the calendar year. The date and volumes, in cubic yards, must be included in the report. d. The amount of waste, in tons from scale records, disposed in landfill cells from December 12, 2000 through the date of the annual volume survey must be included in the report. e. The tons of waste recycled, recovered or diverted from disposal including a description of how and where the material was ultimately managed, as applicable, must be included in the report. f. The completed report must be forwarded to the Regional Solid Waste Management Specialist for the facility by the date due on the prescribed annual facility report form. g. A copy of the completed report must be forwarded to each county manager for each county from which waste was received at the facility. Documentation that a copy of the report has been forwarded to the county managers must be sent to the Regional Solid Waste Management Specialist by the date due on the prescribed annual facility report form. PART II: MUNICIPAL SOLID WASTE LANDFILL UNIT(S) 26. This permit approves the continued operation of Phase 1 - Cells 1 through 5 and Phase 2 - Cells 6, 7, & 8 of the Subtitle D MSWLF unit as well as the onsite environmental management and protection facilities as described in the approved plans (DIN 23822). 27. The Phases 1 and 2 of the MSWLF unit have approved total gross capacity of 23,383,440 cubic yards (CY) and encompass waste footprint of 134.5 acres as described in the approved plan (DIN 23822). The maximum approved fill elevation for the Phases 1 and 2 is up to the elevation of approximately 326 feet above mean sea level (amsl) and with side slopes as shown on Drawing Nos. X2 & P1 (DIN 23822). 28. This permit approves the operation of the MSWLF unit – Phases 3, Cell 9 which encompasses approximately 26-acre waste footprint and has a gross capacity of approximately 3,698,574 CY with the final contours up to the elevation of approximately 260 feet amsl and with side slopes as shown on Drawing Nos. X1 & P1 (DIN 23822). Facility Permit No: 8202-MSWLF-2000 Permit To Construct & Operate June 29, 2016 DIN 26349 Page 19 of 28 29. The following table summarizes the dimensions and details for the MSWLF unit, both existing and planned. Total gross capacity is defined as the volume measured from the bottom of waste through the top of final cover. MSWLF Wastes Footprint (acre) Gross Capacity (CY) Permit Status Phase 1, Cells 1 – 5 134.5 14,238,268b PTO Issued [this Permit Action] Phase 2, Cells 6 - 8 9,145,172c Phase 3, Cells 9 – 11 (total) 71.7 15,883,511 PTC for Cell 9 Issued Phase 3, Cell 9 26.0 3,698,574 PTO Issued [this Permit Action] Phase 3, Cell 10 23.1 6,064,714 Modification to PTC/PTO Application required Phase 3, Cell 11 22.6 6,120,223 Modification to PTC/PTO Application required Phase 4 (vertical expansion overlies Phases 1 through 3) - 15,830,118 Approved for Development: Application required for PTC & PTO Totals 206.2 55,097,069a - Notes: a. The total approved gross capacity for the facility is approximately 55,097,069 cubic yards. The re-allocation shown above is less than the approved gross capacity of 56,600,000 (DIN10311). Sampson County Disposal LLC is not ceding capacity at this permit action. b. The in-place waste volume inside MSWLF unit - Phase 1 & 2 is 14,238,268 CY. c. The remaining waste volume inside MSWLF unit - Phase 1 & 2 is 9,145,172CY. 29. Regulated asbestos-containing material as defined in 40 CFR 61 must be managed in accordance with 40 CFR 61. Disposal of asbestos waste must be in accordance with Rule 15 NCAC 13B .1626(1)(d). 30. Medical wastes as defined in NCGS 130A-290(a)(17a) may be acceptable for disposal at the landfill unit in accordance with the approved Operations Manual (DIN 23822) and all applicable state or federal regulations, rules, or laws. 31. The facility is permitted to co-dispose of wastewater treatment sludge generated within the facility's approved service area, subject to the terms and procedures of the approved plan and Rule 15 NCAC 13B .1626(1)(e). Facility Permit No: 8202-MSWLF-2000 Permit To Construct & Operate June 29, 2016 DIN 26349 Page 20 of 28 32. In accordance with NCGS 130A-295.6 this landfill may use alternative daily cover (ADC) according to the following conditions: a. ADC and pertinent applications have been previously approved at another sanitary landfill in North Carolina. The Section maintains a list of approved ADC and its appropriate use, which may be referred to, but is not required to be, in determining ADC types and uses. b. ADC and pertinent applications of ADC are described in the approved Operations Manual (DIN 23822). The MSWLF unit is approved to use the following ADCs: Posi-Shell Spray, processed wood chip, petroleum contaminated soil, C&D fines, combustion ash as defined in Rules 15A NCAC 13B .1700, and automobile shredder residue. 33. The use of ADC that does not meet the requirements stated in Permit Condition No. 32 requires approval, prior to implementation, by the Section. Requests for ADC approval must include a plan detailing the comprehensive use and a demonstration of the effectiveness of the alternative cover, developed according to Section guidelines. Plans that are approved by the Section will be incorporated into, and made a part of, the approved documents listed in Attachment 1. 34. The permittee must maintain records for all solid waste materials accepted and used as ADC. The records must include: the date of receipt, weight of material, general description of the material, identity of the generator and transporter, and county of origin. Such records must be made available to the Section upon request. The application of ADC materials in excess of normal application of daily cover of the material shall constitute disposal. 35. The use of leachate recirculation as a leachate management tool requires approval by the Section prior to implementation. Requests for leachate recirculation approval must include a comprehensive management plan developed according to Section guidelines and which is consistent with the approved plans (DIN 9938, 18979, & 23822). Plans approved by the Section will be incorporated into the approved documents listed in Attachment 1. Leachate recirculation may take place only in landfill areas equipped with a base liner that meets the design requirements of 15 NCAC 13B .1624(b)(1)(A)(i). a. No leachate recirculation is approved to apply at working face under the following conditions: i) Waste thickness is less than 10 feet. ii) Leachate recirculation is determined to cause leachate breakouts, waste oversaturation, slope instability, uncontrollable odors, or a leachate head over the baseliner exceeding 30 centimeters for more than 24 hours. Facility Permit No: 8202-MSWLF-2000 Permit To Construct & Operate June 29, 2016 DIN 26349 Page 21 of 28 iii) Night time or raining or windy days. b. The permittee must verbally notify the Section any problem identified in the subparagraph a. of this permit condition or other unexpected nuisance within 24 hours. c. The permittee must maintain the valid permit (s) from the North Carolina Division of Air Quality and comply with any applicable local, state, or federal regulations including documentation requirements to operate and maintain the leachate evaporation system as a leachate management tool in accordance with the approved Operations Manual (DIN 23822). d. The permittee must conduct routine inspection and maintenance of the on-site leachate management tools – evaporators according to the manufacturer’s protocols or manuals. e. The permittee must maintain all data, records, measurement, reports, and permits pertinent to the on-site leachate management and disposal in the operating record of the facility and provided to the Section upon request. 36. The leachate collection and removal (LCR) system must be cleaned and maintained in accordance with NCGS 130A-295.6(h)(3) and the approved Operations Manual (DIN 23822). The permittee must maintain documentations of the leachate line inspections, cleaning, and monitoring in the operating records of the facility and provided to the Section upon request. 37. The permittee must complete the following permit conditions of cell activation prior to receiving any waste at a landfill cell or sub-cell: a. Inside the sub-cell, areas of the protective layer that are subjected to soil erosion must be properly backfilled with the earthen material specified in the approved Construction Quality Assurance Plan (DIN 23822), and compacted, re-grade, and restored to the approved grade lines. b. The LCR piping must be properly connected to the existing LCR piping and a sump so that collected leachate inside the new cell or sub-cell can flow as functional as originally designed. c. The geosynthetic rain cover (if any) must be removed and properly disposal off. Facility Permit No: 8202-MSWLF-2000 Permit To Construct & Operate June 29, 2016 DIN 26349 Page 22 of 28 d. The geotextile that is wrapped around gravel/coarse aggregate columns, which are placed in the sumps and enveloped around leaching piping trenches, to prevent the LCR from silting up must be properly cut, removed, and disposed so that waste can be placed in direct contact with gravel/coarse aggregate. e. Documents of completing the cell activation activities stated in the paragraphs a. through d. of this permit condition must be included in the operating records of the facility and provided to the Section upon request. 38. Untreated leachate must be sampled and analyzed at least semi-annually concurrently with the groundwater water and surface water sampling. The leachate must be analyzed for all Appendix I constituents, pH, specific conductance, BOD, COD, nitrates, sulfates, and phosphates. Test results must be submitted to the Section along with groundwater and surface water test results. In the event leachate is recirculated, additional leachate sampling may be required. 39. The partial closure areas of approximately 14.6 acres at Phase 1 of the MSWLF unit are described in approved reports (DIN 22564 & 22565). Because the areas are only a partial closure of the site, the required 30-year post-closure period shall not commence until the certified closure date of all landfill cells located at the site. Nevertheless, the permittee is responsible for the maintenance activities at the closed area according to the approved post-closure plan (DIN 23822). 40. The permittee must provide continuous coverage for post-closure care for the 14.6-acre partial closure area in accordance with Rule 15 NCAC 13B.1628(c) until released from financial assurance requirements for post-closure care by demonstrating compliance with Rule 15 NCAC .1627(d)(3). PART III: CONSTRUCTION AND DEMOLITION DEBRIS LANDFILL UNIT(S) 41. This permit approves the continued operation of existing Cell 1 and Cell 2A of the C&DLF unit as well as the onsite environmental management and protection facilities as described in the approved plans. 42. The Cells 1 and 2A of the C&DLF unit have approved gross capacity of 1,054,182 CY and encompass waste footprint of 19.4 acres as described in the approved plan (DIN 23822). Total gross capacity is defined as the volume measured from the bottom of waste through the top of final cover. The maximum approved fill elevation for Cells 1 & 2A is up to 210 feet amsl and with side slopes as shown on Drawing No. X3 (DIN 23822). Facility Permit No: 8202-MSWLF-2000 Permit To Construct & Operate June 29, 2016 DIN 26349 Page 23 of 28 43. The following table summarizes the dimensions and details for the C&DLF unit, both existing and planned. Total gross capacity is defined as the volume measured from the bottom of waste through the top of final cover. C&DLF unit Waste Footprint (Acres) Gross Capacity (CY) Status Cell 1 and 2A 19.4 570,110a PTC/PTO Issued 484,072b PTO Issued [this Permit Action] Cell 2B 4.5 314,286 PTC Issued [this Permit Action] & PTO application is required. Cells 3A 5.1 317,265 Approved for Development. Requires applications for PTC and PTO. Cells 3B 6.1 494,948 Totals 35.1 2,180,681c Notes: a. The in-place waste volume inside C&DLF unit – Cell 1 & 2A is 570,110 CY. b. The remaining waste volume inside C&DLF unit – Cell 1 & 2A is 484,072 CY. c. The total approved gross capacity for the C&DLF unit is approximately 2,035.000 cubic yards (DIN 22338). The variance of approximately 7 percent from the approved amount does not exceed the maximum value in accordance with the NCGS 130A-294(b1)(1). 44. The C&DLF is permitted to receive the following waste types: a. “Construction or demolition debris” as defined in NCGS 130A-290(a)(4) means solid waste resulting solely from construction, remodeling, repair or demolition operations on pavement, buildings, or other structures, but does not include inert debris, land-clearing debris or yard debris. b. “Inert debris” as defined in NCGS 130A-290(a)(14) means solid waste that consists solely of material such as concrete, brick, concrete block, uncontaminated soil, rock, and gravel. c. “Land-clearing debris” as defined in NCGS 130A-290(a)(15) means solid waste that is generated solely from land-clearing activities, such as stumps and tree trunks. d. “Asphalt” in accordance with NCGS 130-294(m). Facility Permit No: 8202-MSWLF-2000 Permit To Construct & Operate June 29, 2016 DIN 26349 Page 24 of 28 45. Regulated asbestos-containing material as defined in 40 CFR 61 must be managed in accordance with 40 CFR 61. Disposal of asbestos waste must be in accordance with Rule 15A NCAC 13B .0542(c)(2) and the approved Operations Manual (DIN 23822). 46. Those wastes listed in Rule 15A NCAC 13B .0542(e) must not be accepted for disposal including, but not limited to, hazardous waste, municipal solid waste, liquid waste, commercial or industrial wastes, and yard trash. 47. Wastewater treatment sludge is not approved for disposal. Wastewater treatment sludge may be accepted, with the approval of the Section, for utilization as a soil conditioner and incorporated into or applied onto the vegetative growth layer. The wastewater treatment sludge must neither be applied at greater than agronomic rates nor to a depth greater than six inches. PART IV: INDUSTRIAL LANDFILL UNIT(S) Not Applicable. PART V: LAND CLEARING AND INERT DEBRIS LANDFILL UNIT(S) Not Applicable. PART VI - TRANSFER STATION/TREATMENT & PROCESSING UNIT(S) Not Applicable. PART VII- MISCELLANEOUS SOLID WASTE MANAGEMENT UNIT (S) GENERAL CONDITIONS 48. The Miscellaneous Solid Waste Management Units (MSWMU), as described in the following Permit Conditions are permitted to receive recyclables from the State of North Carolina, except scrap tires. Received recyclables shall be stored, stockpiled, or disposed in the designated areas as shown on Drawing No. S1 in the approved plan (DIN 23822). The permittee must obtain Section approval before re-locating any of these operations or before revising the operations. 49. The permittee must operate and manage the MSWMU according to the following Permit Conditions, all applicable statutes and rules of the State of North Carolina, and the Operations Manual (DIN 23822). Any revisions to the approved Operations Manual shall be approved by the Section, prior to implementation. However, a permit modification is not necessary for utilizing alternate markets that are generally or widely used for the legal disposition of recovered material or recyclables. 50. The permittee must conduct random waste screening processes according to the approved Operations Manual (DIN 23822) to ensure that prohibited or unacceptable wastes are Facility Permit No: 8202-MSWLF-2000 Permit To Construct & Operate June 29, 2016 DIN 26349 Page 25 of 28 identified and removed to designated areas (either at on-site or off-site facilities) for proper disposal at end of each working day. 51. The permittee must operate, maintain, and store received recyclables in reasonable sizes or piles with adequate fire breaks and lanes, with sufficient dust and odor control measures to minimize airborne emissions and to prevent dust or litter from becoming a nuisance or safety and fire hazard. 52. Surface water shall be diverted from all operational and storage areas to prevent standing water in operational areas and under or around storage piles. Water that comes in contact with solid waste is deemed to be leachate and shall be contained on-site or properly treated prior to discharge. 53. Effective vector control measures shall be applied as necessary to control flies, rodents, insects, or vermin. OPERATIONAL CONDITIONS – SCRAP TIRE COLLECTION AREA 54. The tire collection area that consists of several 50-feet trailers and is located on the east side of the C&DLF unit is permitted to accept used or scrap tires generated by Sampson County residents and from waste screening processes in the landfilling operations. 55. The permittee must operate and manage the scrap tire collection areas in accordance with Rule 15A NCAC 13B .1107 and the approved Operations Manual (DIN 23822). The collected tires must be sent to an off-site permitted tire recycling or disposal facility. The contact information for waste/recyclable haulers, firms, and/or disposal/recycling facilities, including the applicable solid waste permit number must be placed in the operating record. OPERATIONAL CONDITIONS – WASTE PROCESSING AREA 56. The facility is currently located on the southeast side of leachate storage facility, is a treatment and processing facility as defined in Rule 15A NCAC 13B .0101(49), and is permitted to receive and solidify non-hazardous liquid waste or sludge as defined in NCGS 130A-290(a)(34) for final disposal at the MSWLF unit. 57. The permittee must well-maintain and repair the area consisting of a lined process box surrounded by concrete surface floor which is sided by curb walls or functional equivalent to contain any liquid spills and wash water following mixing operation. 58. The permittee must operate this facility according to the approved plans (DIN 9944 & 23822) and all applicable state or federal regulations, rules, and laws: Facility Permit No: 8202-MSWLF-2000 Permit To Construct & Operate June 29, 2016 DIN 26349 Page 26 of 28 a. The sludge is to be mixed with one or a combination of the approved non- hazardous agent (s) – fly ash, sawdust, auto shredder residue, clean soil, C&D fines, lime, or processed wood chip. Other agents may be used as approved by the Section. b. Odors generated during the processes of mixing and solidifying waste must be controlled and mitigated by applying deodorants. Upon passing the Paint Filter Test (USEPA Method 9095) the solidified wastes must be transported and placed evenly over working face at the MSWLF unit in a lift less than 12-inches in thickness immediately followed by placing a layer of daily cover, if odor persists. c. Solidified sludge shall be placed at least 25 feet away from edges of any final or intermediate slopes and shall be graded to the center of the landfill cell on a positive gradient so that stormwater does not flow off the active area to a sediment basin. d. Proper housekeeping and clean of the facility must be conducted according to approved plan. At the completion of waste solidification processes the sides of the container and surrounding area shall be cleaned with proper tools on a daily basis and spray-washed cleaned on a weekly basis at a minimum. All wash-down liquid and leachate must be properly piping to the on-site leachate storage or treatment units. e. Sludge solidification and related activities must be recorded according to the approved plan (DIN 9944 & 23822). The documents must be placed in the facility operating record. OPERATIONAL CONDITIONS – YARD WASTE PROCESSING AREA 59. The facility that is currently located in the area where the proposed Cell 3 of the C&DLF unit is planned, is a treatment and processing facility as defined in Rule 15A NCAC 13B .0101(49) and is permitted to receive, process, and store land clearing debris and waste, yard waste, or wooden pallets as defined in Rules 15A NCAC 13B .0101(23) and .0101(56), and NCGS 130A-290(44a), respectively. 60. The permittee must obtain Section approval before re-locating the Yard Waste Processing Area to a new location when the landfill development/construction of Cell 3 commences. The application will be subject to the statutes and rules in effect on that date and may be subject to additional permit fees. Facility Permit No: 8202-MSWLF-2000 Permit To Construct & Operate June 29, 2016 DIN 26349 Page 27 of 28 61. The permittee must operate this facility according to the approved Operations Manual (DIN 23822), applicable rules, and the following conditions: a. The yard waste acceptance area must be less than two (2) acres. b. The maximum amount of yard wastes that are able to receive at this facility must not exceed 1,000 cubic yards (CY) per quarter. c. The facility must store less than 6,000 CY of received waste and ground wastes/products such as processed wood chip (PWC) per quarter. 62. The received waste or ground wastes/products (such as PWC) must be stored or stockpiled in compliance with the following conditions: a. Each windrow/stockpile must be maintained in a manageable size or volume at any time. b. Each windrow/stockpile shall be maintained at least 25-foot clear distance or perimeter from drainage ditches and swales, around the processing area, and other stockpiles of raw wastes or ground material to allow for inspection, monitoring temperature, or firefighting. c. Each windrow/stockpile shall be maintained at least 75-foot clear distance from property boundaries. 63. The permittee is only permitted to use the processed or ground wastes (such as PWC) for ADC or on-site surface stabilization or erosion control. - End of Section- ATTACHMENT 4 CONDITIONS OF PERMIT FOR CLOSURE PART I: GENERAL FACILITY Not Applicable. PART II: MUNICIPAL SOLID WASTE LANDFILL UNIT(S) Not Applicable. PART III: CONSTRUCTION AND DEMOLITION DEBRIS LANDFILL UNIT(S) Not Applicable. PART IV: INDUSTRIAL LANDFILL UNIT(S) Not Applicable. PART V: LAND CLEARING AND INERT DEBRIS LANDFILL UNIT(S) Facility Permit No: 8202-MSWLF-2000 Permit To Construct & Operate June 29, 2016 DIN 26349 Page 28 of 28 Not Applicable. PART VI: TRANSFER STATION/TREATMENT & PROCESSING UNIT(S) Not Applicable. PART VII: MISCELLANEOUS SOLID WASTE MANAGEMENT Not Applicable. - End of Permit Conditions -