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HomeMy WebLinkAbout9230_CAPLeachateManagement_20210205.�W Z7 Civil & Environmental Consultants, Inc. February 5, 2021 Ms. Davy Conners Environmental Senior Specialist Division of Waste Management - Solid Waste Section North Carolina Department of Environmental Quality Dear Davy: Subject: Highway 55 C&D Landfill — Permit 92-30 Greenway Waste Solutions of Apex, LLC Corrective Action Plans CEC Project 111-370.0003 On behalf of Greenway Waste Solutions of Apex, LLC (GWS), Civil & Environmental Consultants, Inc. (CEC) has prepared a Corrective Action Plan (CAP) to monitor and manage landfill leachate and a CAP to monitor and manage organic leachate related to the compost facility. On January 5, 2021, GWS received the Notice of Violation (NOV) (FID 1521993) from the North Carolina Department of Environmental Quality Solid Waste Section (NCDEQ SWS). This NOV was received following a facility inspection by NCDEQ SWS of the Greenway Waste Solutions of Apex C&D Landfill (ACDLF), conducted on December 22, 2020 (FID 1521991), during which the NCDEQ SWS inspector identified leachate releases from the landfill as well as composting areas at the facility. During a January 25th, 2021 conference call with GWS, CEC, and NCDEQ, the NOV, schedule, NOV response, and CAP requirements were discussed. A Sampling Plan will be submitted under separate cover by GWS by February 5th, 2021. All parties agreed that the CAP for landfill leachate and organic leachate would be prepared and submitted by February 5th, 2021 and include a summary of actions taken to date by GWS personnel, as well as outline further actions, including (but not limited to) operational changes such as daily inspections and personnel training. As agreed during the January 25th, 2021 call, the attached CAP for both landfill leachate and organic leachate were prepared to determine the underlying causes and immediate repairs needed, outline the intermediate and operations changes required, and discuss the long-term strategy for managing the leachate and organic leachate. If you have any questions or comments, please feel free to contact me at (980) 237-0373. Sincerely, CIVIL & ENVIRONMENTAL CONSULTANTS, INC. � �' 6 Nathan Bivins, P.E. Scott L. Brown, P.E. Project Manager Vice President Attachments cc: Mr. John Brown — Greenway Waste Solutions 3701 Arco Corporate Drive, Suite 400 1 Charlotte, NC 28273 1 p: 980-237-0373 f: 980-237-0372 1 www.cecinc.com ATTACHMENTS Civil & Environmental Consultants, Inc. LEACHATE CORRECTIVE ACTION PLAN FOR GREENWAY WASTE SOLUTIONS OF APEX, LLC CONSTRUCTION AND DEMOLITION DEBRIS LANDFILL AND LARGE TYPE 1 SOLID WASTE COMPOST AND REPROCESSING FACILITY NO.92--30-CDLF 5940 OLD SMITHFIELD ROAD APEX, NC 27539 WAKE COUNTY, NORTH CAROLINA Prepared For: GREENWAY WASTE SOLUTIONS OF APEX, LLC APEX, NC Prepared By: CIVIL & ENVIRONMENTAL CONSULTANTS, INC. CHARLOTTE, NC CEC PROJECT NO. 111-370.0003 North Carolina Board of Examiners For Engineers and Surveyors License No. C-3035 FEBRUARY 5, 2021 �11111111 I1 j "" ,•oP�H CA��'�, QOf Ess10 SEAL i = 039114 = % 2� zi c INES Nathan Bivins, P.E. Project Manager Scott Brown, P.E, Vice President Civil & Environmental Consultants, Inc. Charlotte 3701 Arco Corporate Drive, Suite 400 1 Charrotte, NC 28273 1 p: 980-237-0373 f:980-237-0372 1 www.cecinc.coln TABLE OF CONTENTS 4.0 INTRODUCTION..............................................................................................................1 2.0 SITE BACKGROUND......................................................................................................2 2.1 SITE DESCRIPTION............................................................................................. 2 2.2 LEACHATE SEEPS AND RELEASES................................................................ 3 2.3 UNDERLYING CAUSES...................................................................................... 3 2A REPAIRS AND IMMEDIATE ACTION.............................................................. 4 2.5 OPERATIONAL AND INTERMEDIATE CONTROLS ...................................... 5 3.0 LONG-TERM CONTROLS.............................................................................................7 4.0 EVALUATION OF EFFECTIVENESS..........................................................................8 Civil & Environmental Consultants, Inc. -i- Corrective Action Plan Greenway Waste Solutions of Apex, LLC February 2021 1.0 INTRODUCTION Civil & Environmental Consultants, Inc. (CEC) respectfully submits this Corrective Action Plan (CAP) on behalf of Greenway Waste Solutions of Apex, LLC (GWSA) for the Apex C&D Landfill (ACDLF). This Corrective Action Plan is prepared to bring the Facility into compliance with the requirements of the regulations in 15A NCAC 13B .0542 (1)(4) and 15A NCAC 13B .1406 (4). This CAP addresses the underlying causes of the leachate seeps and potential releases at the Facility, the repairs and measures needed to satisfy the requirements of the regulations, and the long-term approach to control leachate. Civil & Environmental Consultants, Inc. -1- Corrective Action Plan Greenway Waste Solutions of Apex, LLC February 2021 2.0 SITE BACKGROUND 2,1 SITE DESCRIPTION The Facility is located in Apex, Wake County, North Carolina, off of NC Highway 55. The Facility is bordered by Highway 55, Highway 540, and Old Smithfield Road. The immediate surrounding area is rural and primarily wooded. There is residential development to the south and east in the vicinity of the property. The landfill is classified as a C&D Landfill under Permit Number 92-30. The Facility is currently permitted for three operating phases (Phases I, II, III) totaling 37.2 acres. Phase I is approximately 17.8 acres in size. Phase II is approximately 14.8 acres in size. Phase III is approximately 4.6 acres and the total landfill size is 37.2 acres. Internal roads are maintained to be passable by disposal vehicles in all weather for access to the operations areas. Access roads are provided to reach monitoring wells and other locations requiring periodic servicing. The Landfill facility has an entrance (Old Smithfield Road) off of Highway 55 in the eastern portion of the site. A scalehouse, scales, parking stalls, and a gate are located in the entrance corridor. A total of six (6) sediment basins are placed in strategic locations around the landfill to prevent sediment from being transported off -site. The currently Permitted Capacity and Acreages of each of the phases are shown in the chart below: Area Gross Capacity yd3 Currently Permitted Acreage Phase I 1,411,626 17.8 Phase II 1,470,070 14.8 Phase III 242,940 4.6 Totals 3,124,636 37.2 Civil & Environmental Consultants, Inc. -2- Corrective Action Plan Greenway Waste Solutions of Apex, LLC February 2021 2.2 LEACHATE SEEPS AND RELEASES During a facility inspection by the North Carolina Department of Environmental Quality (NCDEQ) Solid Waste Section (SWS) of the ACDLF, conducted on December 22, 2020 (FID 1521991), the NCDEQ SWS inspector identified leachate releases from the landfill. Four identified leachate releases from the landfill area constitute a violation of 15A NCAC 13B .0542 (1)(4)A. A description of each violation and respective initial response measures are discussed below. 2.3 UNDERLYING CAUSES Leachate is the resultant liquid created when rainfall percolates into the landfill waste mass and then slowly drains through the waste under gravity. Leachate is not collected at the landfill; thus, leachate generated at the facility and runoff from the facility must be managed in such a manner that ground and surface water quality will not be adversely affected. The facility must be maintained to prevent the accumulation of stormwater and leachate on composting areas, storage areas, and roads. All operational and storage areas with temporary or intermediate cover should be sloped to drain surface water away from the operational area to stormwater features to prevent standing water, ponding, and infiltration of surface water into the waste mass. Water that comes in contact with solid waste shall be contained on -site or properly treated prior to discharge. Leachate seeps occur because there are preferential pathways inside the waste mass for leachate to travel along. Surface water percolates through the waste mass and then the leachate hits these preferential pathways until it seeps out at the sideslope or at the toe of slope of the landfill. Seeps may lead to leachate releases if not recognized and repaired in a timely fashion. Leachate seeps may be contained within the landfill by improving the soil type, area, and thickness in specific areas that have leachate seep issues. Civil & Environmental Consultants, Inc. -3- Corrective Action Plan Greenway Waste Solutions of Apex, LLC February 2021 Leachate seeps and releases may also be prevented by increasing runoff and decreasing infiltration, thus decreasing the overall leachate quantity in the landfill. Measures to address the long-term leachate generation rate are discussed in Section 3.0. 2.4 REPAIRS AND IMMEDIATE ACTION Leachate Release 1 Leachate Release 1 is located on the north central slope of the landfill, near the border of the closed Phase I disposal area and the inactive Phase II disposal area. This release is a broad seep which was observed flowing into Basin 4. GWSA personnel installed a berm along the base of the slope below the Leachate Release l area in order to contain leachate within the landfill footprint area. Leachate Release 2 Leachate Release 2 is located on the western slope of the closed Phase I disposal area. Leachate in this area was observed flowing across the access road into Basin 1. GWSA personnel installed a containment berm below Leachate Release 2 for the purpose of containing leachate within the landfill footprint area. On January 5, 2021, GWSA over -excavated the leachate release area and installed a compacted soil plug. GWSA personnel over -excavated and plugged this release area again on January 13, 2021 following the observation of leachate flowing from the perimeter of the soil plug. Due to the consistent flow of leachate from this release, berm material is currently being excavated and replaced on a regular basis as needed. Excavated berm material is being placed in the active Phase 3 disposal area. Leachate Release 3 Leachate Release 3 is located on the southern slope of the inactive Phase II disposal area. Leachate from this release was observed following a stormwater swale into Basin 3. Civil & Environmental Consultants, Inc. -4- Corrective Action Plan Greenway Waste Solutions of Apex, LLC February 2021 GWSA personnel over -excavated the leachate release area and installed a compacted soil plug to inhibit leachate flow from this release area. Excavated material from this leachate release area was placed in the active Phase 3 disposal area. Leachate Release 4 Leachate Release 4 is located approximately 200 feet east of Leachate Release 3 along the southern slope of the inactive Phase II disposal area. Leachate from this release was observed following a stormwater swale into Basin 3. GWSA personnel over -excavated the leachate release area and installed a compacted soil plug to inhibit leachate flow from this release area. Excavated material from this leachate release area was placed in the active Phase 3 disposal area. 2.5 OPERATIONAL AND INTERMEDIATE CONTROLS GWSA personnel will implement several operational controls to control leachate seeps and releases in the intermediate future until a more permanent solution is achieved. GWSA personnel will undergo training in the following areas to help facilitate these operational goals: - Monitoring grading and maintaining positive drainage in operational and storage areas to maintain surface water discharge and prevent ponding. - Monitoring the sideslope, toe of slope, and perimeter stormwater ditches for leachate seeps to identify seeps before they become releases. Staff will be trained to monitor operational areas for discolored soils, stained vegetation, odors, sheens or streaks in surface water, and other leachate indicators. This training will be conducted within 30 days of submittal of this plan. • GWSA personnel will increase the inspection frequency of the ACDLF from "regularly" to weekly, at a minimum, in addition to after each major rainfall event. A log of the landfill Civil & Environmental Consultants, Inc. -5- Corrective Action Plan Greenway Waste Solutions of Apex, LLC February 2021 inspections will be maintained in the scalehouse. If seeps are identified during an inspection, repair and remediation efforts will be commence to prevent that seep from becoming a leachate release. Repairs and remediation may involve over -excavation and compacted soil placement, increased cover soil thickness, and berm construction. If a leachate release is observed, ACDLF will Notify the Solid Waste Section (SWS) within 24 hours of any release or discharge outside of landfill unit per Rule 15A NCAC 13B .1604(b)(2)(L)(iii). Civil & Environmental Consultants, Inc. -6- Corrective Action Plan Greenway Waste Solutions of Apex, LLC February 2021 3.0 LONG-TERM CONTROLS The operational and intermediate controls will be implemented until the following long-term solutions can be evaluated and, if deemed an effective solution, implemented. These long-term control options must be evaluated based on a number of factors, including the corrective action sampling, data collected from the site, operational control measures efficacy, expected lifespan of the active landfill, and other factors. Possible long-term controls may include: - Temporary impermeable barriers to prevent surface water infiltration; - Leachate collection measures like collection trenches; - Extraction wells or other active dewatering measures to reduce the amount of leachate in the waste mass; and - Closure. Ultimately closure of the site will prevent significant surface water infiltration and leachate generation, which will in turn prevent leachate seepage and releases. Civil & Environmental Consultants. Inc. -%- Corrective Action Plan Greenway Waste Solutions of Apex, LLC February 2021 4.0 EVALUATION OF EFFECTIVENESS GWSA personnel have implemented the repairs and immediate action discussed in Section 2.4 and will begin the operational and intermediate control measures discussed in Section 2.5. Operational and Intermediate controls will be evaluated and may be modified based on the leachate seep area outcomes and based on the daily inspection logs. If leachate seeps cannot be managed by the measures discussed in this CAP, the CAP will be revised and resubmitted to DEQ. Civil & Environmental Consultants. Inc. -8- Corrective Action Plan Greenway Waste Solutions of Apex, LLC February 2021 ORGANIC LEACHATE CORRECTIVE ACTION PLAN FOR GREENWAY WASTE SOLUTIONS OF APEX, LLC CONSTRUCTION AND DEMOLITION DEBRIS LANDFILL AND LARGE TYPE 1 SOLID WASTE COMPOST AND REPROCESSING FACILITY NO.92-30-CDLF 5940 OLD SMITHFIELD ROAD APEX, NC 27539 WAKE COUNTY, NORTH CAROLINA Prepared For: GREENWAY WASTE SOLUTIONS OF APEX, LLC APEX, NC Prepared By: CIVIL & ENVIRONMENTAL CONSULTANTS, INC. CHARLOTTE, NC CEC PROJECT NO.111-370.0003 North Carolina Board of Examiners For Engineers and Surveyors License No. C-3035 FEBRUARY 5, 2021 `'' I t 11111111,,I 104 CAR ''JI F�SSI'p���%': SEAL 039114 ' A9 ,,I���'1�1 1ft1`�, ` Nathan Bivins, P.E. Project Manager Scott L. Brown, PR Vice President AV IslAr ,i 7 Civil & Environmental Consultants, Inc. 3701 Arco Corporate Drive, Suite 400 1 Charlotte, NC 28273 1 p: 980-237-0373 f: 980-237-0372 1 www.cecinc.coni TABLE OF CONTENTS 4.0 INTRODUCTION..............................................................................................................1 2.0 SITE BACKGROUND......................................................................................................2 2.1 SITE DESCRIPTION............................................................................................. 2 2.2 LEACHATE SEEPS AND RELEASES................................................................ 2 2.3 UNDERLYING CAUSES...................................................................................... 2 2A REPAIRS AND IMMEDIATE ACTION.............................................................. 3 2.5 OPERATIONAL AND INTERMEDIATE CONTROLS ...................................... 4 3.0 CONTINGENCY PLAN...................................................................................................6 4.0 EVALUATION OF EFFECTIVENESS..........................................................................7 Civil & Environmental Consultants, Inc. -i- Corrective Action Plan Greenway Waste Solutions of Apex, LLC February 2021 1.0 INTRODUCTION Civil & Environmental Consultants, Inc. (CEC) respectfully submits this Corrective Action Plan (CAP) on behalf of Greenway Waste Solutions of Apex, LLC (GWSA) for the Apex Construction and Demolition Landfill (ACDLF). This Corrective Action Plan is prepared to bring the Facility into compliance with the requirements of the regulations in 15A NCAC 13B .0542 (1)(4) and 15A NCAC 13B .1406 (4). This CAP addresses the underlying causes of the organic leachate seeps and potential releases at the Facility, the repairs and measures needed to satisfy the requirements of the regulations, and the long-term approach to control organic leachate. Civil & Environmental Consultants, Inc. -1- Corrective Action Plan Greenway Waste Solutions of Apex, LLC February 2021 2.0 SITE BACKGROUND 2.1 SITE DESCRIPTION The Facility is located in Apex, Wake County, North Carolina, off NC Highway 55. The Facility is bordered by Highway 55, Highway 540, and by Old Smithfield Road. The immediate surrounding area is rural and primarily wooded. There is residential development to the south and east in the vicinity of the property. The landfill also includes the Type 1 Large Composting and Processing facility under Permit Number 92-30. The Facility is currently permitted for three operating phases (Phases I, II, III) in the Current C&D Landfill totaling 37.2 acres and for the large Type 1 composting and reprocessing facility. The facility has an entrance (Old Smithfield Road) off Highway 55 in the eastern portion of the site. A scalehouse, scales, parking stalls, and a gate are located in the entrance corridor. A total of six sediment basins are placed in strategic locations around the facility to prevent sediment from being transported off -site. 2.2 LEACHATE SEEPS AND RELEASES During a facility inspection by the North Carolina Department of Environmental Quality (NCDEQ) Solid Waste Section (SWS) of the ACDLF, conducted on December 22, 2020 (FID 1521991), the NCDEQ SWS inspector identified leachate releases from the composting areas at the facility. Two organic leachate releases were identified from composting areas, which constitute a violation of 15A NCAC 13B .1406 (4). A description of each violation and respective initial response measures are discussed below. 2.3 UNDERLYING CAUSES Organic Leachate is the resultant liquid created when rainfall percolates into the compost windrows and then slowly drains through the compost under gravity. Leachate is not collected at the facility; thus, leachate generated at and runoff from the compost must be managed in such a Civil & Environmental Consultants, Inc. -2- Corrective Action Plan Greenway Waste Solutions of Apex, LLC February 2021 manner that ground and surface water quality will not be adversely affected. The facility must be maintained to prevent the accumulation of stormwater and leachate on composting areas, storage areas, and roads. All operational and storage areas should be sloped to drain surface water away from the operational area to stormwater features to prevent standing water, ponding, and infiltration of surface water into the waste mass. Water that comes in contact with compost shall be contained on -site or properly treated prior to discharge. Leachate seeps may lead to leachate releases if not recognized and repaired in a timely fashion. 2.4 REPAIRS AND IMMEDIATE ACTION Organic Leachate Release 1 Organic Leachate Release 1 is located in the Northwest Compost/Wood Processing Area. Leachate from the north and south side of the compost windrows in this area was observed flowing east into a stormwater swale, which conveyed leachate into Basin 5. Observed discoloration of standing water within Basin 5 was noted in the NOV. Leachate was also observed downgradient of the Basin 5 outfall. GWSA personnel excavated drainage swales around the compost windrows in order to improve drainage from the windrow area. GWSA also installed AMC Floc Blocks as well as Filtrexx EnviroSoxx Bactoloxx and Metraloxx waddles within the drainage swale immediately upgradient of Basin 5 for the purpose of treating future runoff from the compost windrow area. GWSA intends to treat water contained in Basin 5 by pumping and recirculating water through these Floc Blocks and Filtrexx EnviroSoxx. Organic Leachate Release 2 Organic Leachate Release 2 is located in the East Compost Area. Leachate from compost windrows was observed in a stormwater swale on the southern side of the composting area, which continued to follow the swale into temporary Basin 6A. GWSA personnel excavated existing drainage swales around the compost windrows in order to improve drainage from the compost area. GWSA also installed AMC Floc Blocks as well as Civil & Environmental Consultants, Inc. -3- Corrective Action Plan Greenway Waste Solutions of Apex, LLC February 2021 Filtrexx EnviroSoxx Bactoloxx and Metraloxx waddles within the drainage swale immediately upgradient of Basin 6A for the purpose of treating future runoff from the compost windrow area. 2.5 OPERATIONAL AND INTERMEDIATE CONTROLS GWSA personnel will implement several operational controls to control organic leachate seeps and releases in the intermediate future until a more permanent solution is achieved. Training GWSA personnel will undergo training in the following areas to help facilitate these operational goals: - Monitoring grading and maintaining positive drainage in operational and storage areas to maintain surface water discharge and prevent ponding; and - Monitoring the compost processing and storage for leachate seeps to identify seeps before they become releases. Staff will be trained to monitor operational areas for discolored soils, stained vegetation, odors, sheens or streaks in surface water, and other leachate indicators. This training will be conducted within 30 days of submittal of this plan. Inspections GWSA personnel will increase the inspection frequency of the ACDLF from "regularly" to weekly, at a minimum, in addition to after each major rainfall event. A log of the landfill inspections will be maintained in the scalehouse. If seeps are identified during an inspection, repair and remediation efforts will be commence to prevent that seep from becoming a leachate release. Repairs and remediation may involve regrading windrows, rearranging the processing configuration, constructing containment berms, and removing contaminated soil. Other possible operational solutions to prevent organic leachate seeps are identifying other potential storage areas for windrow storage, which would entail permitting those areas prior to compost placement. Civil & Environmental Consultants, Inc. -4- Corrective Action Plan Greenway Waste Solutions of Apex, LLC February 2021 If a leachate release is observed, ACDLF will Notify the Solid Waste Section (SWS) within 24 hours of any release or discharge outside of landfill unit per Rule 15A NCAC 13B 1604(b)(2)(L)(iii). Operational Changes The current operational compost areas in the northwest and east compost areas will be reconfigured. The area will be regrading and reorganized such that the compost windrows are placed on compacted soil, in windrows with a maximum height of six feet and width of fifteen feet. Appropriate fire lanes will be re-established and the areas will be regraded to ensure adequate drainage and prevent ponding. The Northwest storage area will be confined to mulch storage only until a revised compost plan has been submitted to NCDEQ and is approved. These operational changes have begun but may take some time to complete, since excess product was stored on -site during 2020 based on product user changes and the effects of the COVID-19 pandemic. GWSA staff will keep NCDEQ updated on the improvement of these operational changes as they progress. Civil & Environmental Consultants, Inc. -5- Corrective Action Plan Greenway Waste Solutions of Apex, LLC February 2021 3.0 CONTINGENCY PLAN Should an instance of on -site equipment failure or temporary shutdown of the facility occur, all incoming loads of material shall be stockpiled at the drop-off area. If the operational and intermediate measures are not effective, or if there is a change in sources or end user of the compost material in the future, the Facility will attempt to find alternate methods of removing the processed material off -site in order to prevent excess storage of product. These may include finding additional long-term options for the product, providing rental equipment for processing, and identifying alternate areas off -site for storage and/or placement. ACDLF will notify NCDEQ of any operational changes in processing configuration or product disposal. Civil & Environmental Consultants. Inc. -6- Corrective Action Plan Greenway Waste Solutions of Apex, LLC February 2021 4.0 EVALUATION OF EFFECTIVENESS GWSA personnel have implemented the repairs and immediate action discussed in Section 2.4 and will begin the operational and intermediate control measures discussed in Section 2.5. Operational and Intermediate controls will be evaluated and may be modified based on the organic leachate seep area outcomes and based on the daily inspection logs. If organic leachate seeps cannot be managed by the measures discussed in this CAP, the CAP will be revised and resubmitted to NCDEQ. Civil & Environmental Consultants. Inc. -%- Corrective Action Plan Greenway Waste Solutions of Apex, LLC February 2021