3901_GranvilleCoOxfordLinedMSWLF_Unit2_Phase1_Permit App_DIN 28693_ 20170823

9731-F Southern Pine Blvd. Charlotte, NC 28273
tel: [phone] fax: [phone]
www.JoyceEngineering.com
August 23, 2017

Ms. Shannon Aufman NC Department of Environmental Quality Division of Waste Management 1646 Mail Service Center
Raleigh, North Carolina 27699
RE: Permit to Operate Renewal Application Oxford MSW Landfill Granville County, North Carolina Permit # 39-01 JOYCE Project No. 660.1802.11 Task 1 Dear Ms. Aufman:
On behalf of Granville County, Joyce Engineering, Inc. (JOYCE) is pleased to submit
this application for continued operation of Oxford MSW Landfill. In accordance with 15A NCAC 13B .1617(b), please find enclosed the revised Facility Plan, Operations Plan, and Financial Assurance cost estimates to reflect existing conditions.
The approved Landfill Gas Monitoring Plan (LFGMP), Water Quality Monitoring Plan
(WQMP), Engineering Plan, Closure and Post-Closure Plan, CQA Plan and Technical Specifications were not included in this submittal due to the fact that no revisions have been made to the landfill design since they were last submitted, and no expansions are proposed with this submittal.

Please do not hesitate to contact us during the review process with any questions or comments you may have. We look forward to working with you to get this permit renewed for continued operation of the landfill. Sincerely,
JOYCE ENGINEERING, INC.
Amy Davis, P.E. Technical Consultant/Regional Manager
Attachments Updated Facility Plan & Drawings Updated Operations Plan & Drawings Financial Assurance Cost Estimates
Cc: Jason Falls, Granville County
PREPARED FOR:
GRANVILLE COUNTY 6584 LANDFILL ROAD OXFORD, NORTH CAROLINA 27565 OXFORD LANDFILL GRANVILLE COUNTY, NORTH CAROLINA
PERMIT NO. 39-01
MSW LANDFILL PERMIT RENEWAL
FACILITY PLAN

JUNE 2009, REV. JANUARY 2012 REV. AUGUST 2017
PREPARED BY:
9731-F SOUTHERN PINE BLVD CHARLOTTE, NORTH CAROLINA 28273 PHONE: [phone] FAX: [phone]
WWW.JOYCEENGINEERING.COM JEI PROJECT NO. 660.1802.11 NORTH CAROLINA CORPORATE LIC: C-0782
Section III - Facility Plan i Joyce Engineering, Inc. Oxford MSW Landfill Permit Renewal June 2009, Revised January 2012 Granville County, North Carolina Revised August 2017
VOLUME 1, SECTION III FACILITY PLAN
TABLE OF CONTENTS 1.0 INTRODUCTION AND OVERVIEW .............................................................................. 1 2.0 FACILITY DRAWINGS .................................................................................................... 1
2.1. Site Development ............................................................................................................ 1
2.2. Landfill Construction ...................................................................................................... 2 2.3 Landfill Operation ........................................................................................................... 2 3.0 FACILITY REPORT .......................................................................................................... 2 3.1 Waste Stream .................................................................................................................. 2
3.2 Landfill Capacity ............................................................................................................. 4
3.3 Containment and Environmental Control Systems ......................................................... 5 3.4 Special Engineering Features .......................................................................................... 8 4.0 SOLAR PROJECT.............................................................................................................. 8 4.1. Solar Project Development ............................................................................................. 8
Tables
Table No. 1 Yearly Disposal Rates
Table No. 2 Unit 2 Actual and Projected Yearly Disposal Rates
Table No. 3 Unit 3 Projected Yearly Disposal Rates
Table No. 4 Unit 4 Projected Yearly Disposal Rates
Table No. 5 Soil Balance

Figures
Figure No. 1 Site Location Map
Figure No. 2 Airport Location Map

Drawings
Drawing No. FP-T Title Sheet
Drawing No. FP-L Legend and General Notes
Drawing No. FP-01 Site Development: All Facilities
Drawing No. FP-02 Site Development: Landfill Units and Leachate Facilities
Drawing No. FP-03 Landfill Construction: Base Grades
Drawing No. FP-04 Landfill Construction: Final Contours
Drawing No. FP-05 Landfill Operations: Drainage Plan
Drawing No. FP-06 Landfill Operations: Unit 2 Phasing Plan
Drawing No. FP-07 Landfill Operations: Unit 3 Phasing Plan
Drawing No. FP-08 Landfill Operations: Unit 3 Phasing Plan
Section III - Facility Plan ii Joyce Engineering, Inc. Oxford MSW Landfill Permit Renewal June 2009, Revised January 2012 Granville County, North Carolina Revised August 2017
Drawing No. FP-09 Landfill Operations: Unit 3 Phasing Plan
Drawing No. FP-10 Landfill Operations: Unit 4 Phasing Plan

Section III - Facility Plan 1 Joyce Engineering, Inc. Oxford MSW Landfill Permit Renewal June 2009, Revised January 2012 Granville County, North Carolina Revised August 2017
1.0 INTRODUCTION AND OVERVIEW
The facility plan describes the comprehensive development of the Granville County Oxford Municipal Solid Waste (MSW) Landfill as required by Subsection .1619 of the North Carolina Solid Waste Management Rules. The plan includes drawings and a report that present the long-term conceptual design for the landfill facility.
The Oxford Landfill is owned and operated by Granville County. The landfill property is located at 6584 Landfill Road, Oxford, North Carolina, approximately 4 miles north of Oxford, North Carolina. The facility is north of the Oxford Outer Loop between Little Satterwhite Road and Highway 15 off of Sterl Carrington Road. The property boundary and disposal area is indicated on an excerpt from an enlarged USGS topographic map combining the quadrangle maps of Oxford,
Stovall, Satterwhite, and Berea in North Carolina (Figure No. 1). The disposal area is located on a slight topographic high that slopes downward in all directions. Surface water flow is towards drainage features which eventually flow north to the Little Grassy Creek. The existing C&D landfill (Permit No. 39-01) is on top of a closed MSW landfill covering
approximately 29 acres. The C&D landfill ceased accepting waste in December 2016, and Granville County is currently waiting on the Closure Plan approval to initiate bidding and closure construction activities to officially close the landfill. The MSW facility consists of 3 Units and approximately 157.8 acres. Currently, Unit 2, Phase 1 of the MSW landfill is active. The Subtitle D lined facility provides MSW disposal capacity for Granville County.
2.0 FACILITY DRAWINGS 2.1. Site Development
The Site Development Plan is presented on Drawings No. FP-01 and FP-02. Drawing No. FP-01 shows the property boundaries, limits of the existing waste disposal areas, limits of the proposed waste disposal areas, the existing environmental monitoring system, the landfill entrance road, landfill access and perimeter roads, scalehouse and office, and the convenience center. Current
topography for the property is shown, as well as the 300-foot buffer from the property line and
other site features. In addition to showing many of the site features on Drawing No. FP-01, Drawing FP-02 shows the phase limits of the proposed disposal areas for Units 2, 3, and 4 as well as the proposed location
for the leachate force main and storage facility.
Section II - Site Suitability, of the original Permit to Construct application prepared by Joyce Engineering in June 2009, and revised in January 2012, details compliance with location restrictions such as wetlands and floodplains. If future development involves the relocation of
streams or the construction of stream crossings, these may be authorized by Nationwide Permit
Nos. 26 and 14, respectively. At present, no stream channels on the property are proposed to be relocated, and no stream crossings are planned. If the subsequent design of future phases involves
Section III - Facility Plan 2 Joyce Engineering, Inc. Oxford MSW Landfill Permit Renewal June 2009, Revised January 2012 Granville County, North Carolina Revised August 2017
the relocation of streams or the construction of stream crossings, the plans will be forwarded to the Corps of Engineers for review and approval.
The landfill property is located within the area shown on Flood Insurance Rate Map Panel No. 3720191500J, Community No. 37077C, issued by the Federal Emergency Management Agency, effective date June 4, 2007. The property is outside the limits shown on the map for special flood hazard areas inundated by the 100-year flood. Additionally, it was confirmed that the landfill is
outside the radius of concern regarding airports. A portion of the North Carolina aeronautical chart that shows the project site and surrounding area is included as Figure 2. 2.2. Landfill Construction
Drawings No. FP-03, and FP-04 depict on-site grading activities relating to the construction and operation of the proposed MSW landfill facility. Base grades for the development in relation to seasonal high groundwater and bedrock are shown on Drawing No. FP-03. Base grades are designed to be a minimum of four feet above groundwater and bedrock. Additional information and drawings related to groundwater and bedrock can be found in the original Permit to Construct
Application Volume 3, Hydrogeologic Report, submitted by Joyce Engineering in June 2009, revised in January 2012. Drawing No. FP-04 shows final grades which were developed for fill slopes of 3 horizontal to 1 vertical (3H:1V). Drawing FP-04 includes proposed features for facility closure.
2.3 Landfill Operation Drawing No. FP-05 includes the general drainage grade and flow direction for the leachate system and pipelines to the leachate management facility.
Phasing for the facility is included on Drawings No. FP-06 through FP-10. The phasing plans include transitional contours for each phase of development and the location of stormwater segregation features. Stormwater control features are included in the Erosion and Sediment Control plans and Engineering Plan (included with the original Permit to Construct prepared by
Joyce Engineering in 2009, revised in January 2012).
3.0 FACILITY REPORT 3.1 Waste Stream
Types of Waste Specified for Disposal: The facility will accept residential, commercial, and industrial waste, wastewater treatment sludges, and construction and demolition (C&D) debris for disposal. Hazardous waste as defined within 15A NCAC 13A, polychlorinated biphenyls (PCBs) wastes as defined in 40 CFR 761, and liquid waste will be prohibited from disposal in the landfill.
Liquid waste is defined as any waste material that is determined to contain “free liquids” as defined
by Method 9095 Paint Filter Liquids Test (SW-846), unless the waste is household waste other than septic waste, waste oil, leachate, or gas condensate derived from the landfill. Waste acceptance is further discussed in the Operations Plan.
Section III - Facility Plan 3 Joyce Engineering, Inc. Oxford MSW Landfill Permit Renewal June 2009, Revised January 2012 Granville County, North Carolina Revised August 2017
Disposal Rates and Estimated Variances: Table 1 presents the Oxford Landfill’s annual MSW
disposal quantities for FY2013 through FY2017. As indicated in the table, MSW annual disposal quantities have increased annually since the landfill started accepting waste in May 2013 from 3,006 tons in FY2013 to 48,966 tons in FY2017. Granville County ceased accepting C&D waste in Unit 1 in December 2016. As of December 2016, all C&D waste is being disposed in Unit 2, Phase 1 of the MSW landfill.
For planning purposes, the base annual waste stream in FY2018 is assumed equal to 48,966 tons (194 tons per day, assuming a 5 day workweek TPD5 and seven observed annual holidays), the quantity received in FY2017. A steady growth rate of 2% per year has been assumed to represent the change in the waste stream over the future life of the facility. Using this growth rate, the
projected disposal rate per year and cumulative totals of each Phase are given for Units 2, 3, and 4 in Tables 2, 3, and 4. Facility Service Area: The area to be served by the facility includes Granville County, including without limitation the municipalities of Oxford, Butner, Creedmoor, Stem, and Stovall. The
surrounding counties of Durham, Franklin, Person, Vance, and Wake will also be served by the facility. According to US Census Bureau, the 2016 estimated population of Granville County is 59,031 and the combined population of the aforementioned surrounding counties is 1,573,476. Waste Management Procedures: The following procedures are in use at the existing MSWLF unit.
During operating hours, traffic is routed from the entrance gate to the scalehouse along a paved road. From the scalehouse, traffic is routed to a gravel road leading to the disposal area. Employees at the landfill are trained in the safety procedures for handling and detection of unapproved waste. The screening of unacceptable waste is done through the random checking of incoming loads by a landfill employee at the scalehouse and at the active tipping area. When unacceptable waste is
detected at the scalehouse, the load is rejected and not permitted into the landfill. If unapproved waste is found at the tipping area, identification of the truck or persons is made (if possible) and documented. The waste is then identified and placed into an appropriate container and taken to a facility specifically approved to accept that type of waste for proper disposal. When this occurs,
the event is reported to the appropriate authorities.
A convenience center and facility for the collection of hazardous household waste are provided near the scalehouse. These facilities enable residential users to dispose waste without having to drive to the working face of the landfill. White goods are collected in a separate area southwest
of the landfill, and are removed by a metal recycling contractor, which is handled through a bid
process. Tires are disposed of by customers onto the ground in the designated tire disposal area as shown on Drawing No. FP-02. At the end of each work week, usually Friday (but no more than 10 days), landfill personnel load the tires into an open-top trailer located adjacent to the tire disposal area. Granville County contracts with a private hauler (currently Central Carolina
Holdings) to transport the tires to Cameron, North Carolina. The following materials are collected
for recycling at the landfill: old corrugated cardboard, newspaper, motor oil, vegetable oil, antifreeze, clear and brown glass containers, HDPE and PET plastics, aluminum cans, steel cans, and scrap steel. The approximate locations of these features are indicated on Drawing No. FP-02.
Section III - Facility Plan 4 Joyce Engineering, Inc. Oxford MSW Landfill Permit Renewal June 2009, Revised January 2012 Granville County, North Carolina Revised August 2017
Equipment Requirements: The Oxford landfill personnel will maintain on-site equipment required to perform the necessary landfill activities. Periodic maintenance of all landfilling equipment will
either be performed on-site or at designated maintenance facilities outside of the landfill. A list of the equipment on site is provided in the following table. Please note that equipment type and quantity may fluctuate based on incoming waste and equipment maintenance needs.
Type Status Quantity
Compactor (826 D) Active 1 Compactor (3-55 Rex) Backup 1
Dozer Active 4 Excavator Active 2 Loader Active 2 Loader Backup 1 Motor Grader Active 1
Tractor Active 1 Water Truck Active 1 Pickups Active 3 Lowboy Active 1 Terex Truck Active 1
TS-14 Pan Active 1

Assuming the growth rate discussed above, the average waste stream would grow to approximately 210 tons per day by the time the storage capacity of the landfill nears depletion at the end of Unit 2, Phase 1 (approximately 5 years). During the operational life of the facility, equipment needs will be reviewed annually, and additional equipment purchased or leased as needed. New
equipment will be phased in as older equipment is retired.
3.2 Landfill Capacity Landfill capacity, by phase, was calculated using airspace volumes obtained using AutoDesk
Civil3D/Survey software. The data and assumptions used are consistent with the disposal rates
discussed in the preceding section, and are representative of the operational requirements and conditions anticipated for the new facility. Operating Capacity: The operating gross capacities, by Unit and Phase, are shown in Tables 2, 3,
4, and listed below. The estimated remaining operating life of the facility is approximately 75
years.

Section III - Facility Plan 5 Joyce Engineering, Inc. Oxford MSW Landfill Permit Renewal June 2009, Revised January 2012 Granville County, North Carolina Revised August 2017
MSW Phase Unit Projected Gross Capacity (cy) Unit Gross Capacity (cy)
1 2 660,000 Unit 2 3,556,000
2 2 683,000
3 2 700,000
4 2 768,000
5 2 745,000
1 3 788,000 Unit 3 10,650,000
2 3 870,000
3 3 860,000
4 3 913,000
5 3 960,000
6 3 1,000,000
7 3 1,100,000
8 3 1,109,000
9 3 1,200,000
10 3 1,260,000
11 3 590,000
1 4 1,280,000 Unit 4 2,680,000 2 4 1,400,000
MSW Landfill Gross Capacity 16,886,000
Soil Resources: The soils required to construct and operate the proposed landfill will be obtained
from on-site borrow sources. The soils removed from the on-site borrow area will be used for
structural fill, unclassified fill, periodic cover, and/or final cover. The in-place ratio of waste to soil used to calculate the operating soil requirements was assumed to be 7 to 1, based on the findings of capacity studies conducted for the facility. This assumes an operating plan designed to minimize soil usage, and use of an alternate daily cover. The on-site soil resources, usage, and
balances are shown by Unit in Table 5 with Unit 2, Phase 1 detailed for this permit application.
The deficit of soil during the operation, construction, and closure of Unit 2 Phase 1 is approximately 52,995 cubic yards. Based on the conceptual design volumes for Units 2, 3, and 4, the total soil deficit over the life of the facility is approximately 2,089,032 cubic yards. The property totals 397.73 acres in size with 157.8 acres permitted for landfill use (the C&DLF on top
of the closed MSWLF –Unit 1 is approximately 29 acres and is no longer accepting waste. The
waste footprints of the Subtitle D MSWLF – Unit 2, Unit 3, & Unit 4 encompass 157.8 acres). The deficit can be satisfied by borrowing soil from other locations within the limits of the facility property.
3.3 Containment and Environmental Control Systems
Base Liner Systems: The proposed liner system will consist of the following components from top to bottom:

• 24-inch granular protective and/or drainage layer;
• Non-woven geosynthetic cushion;
Section III - Facility Plan 6 Joyce Engineering, Inc. Oxford MSW Landfill Permit Renewal June 2009, Revised January 2012 Granville County, North Carolina Revised August 2017
• 60 mil high density polyethylene (HDPE) textured geomembrane;
• Geosynthetic clay liner (GCL); and
• 18-inch compacted soil layer having a permeability no greater than 1x10-5cm/sec. Leachate Management System:
The leachate collection and removal system (LCRS) is designed to meet the requirements of the North Carolina Solid Waste Management Regulations. The LCRS will include the following components:
• Drainage layer;
• Leachate collector and header pipes;
• Leachate storage tank.
Leachate will be conveyed through the drainage layer consisting of at least 24 inches of free-draining granular material. Within the drainage layer, a network of perforated collector pipes will intercept the leachate, conveying the leachate by gravity to the leachate header pipe. The header
pipe will discharge to a sump at the downgradient end of the landfill cell. Cleanouts will be
provided for all leachate collector lines and leachate header pipe to provide access for video inspection and cleaning of the pipes. Leachate will be pumped from the sump to an on-site storage tank. Leachate from the tank will be periodically transported by tanker truck to the local wastewater treatment plant. More details on the leachate collection system are included in Volume
2 - Engineering Plan of the original Permit to Construct application prepared by Joyce Engineering
in June 2009 and revised in January 2012. Cap System:
The cap system is described from bottom to top in the following paragraphs.
Subgrade: Additional soil will be placed as needed over the 12 inches of intermediate cover to provide a uniform base for construction of the final cap.
Gas Collection Layer: A geonet composite (geonet with geotextile fabric heat-bonded to both
sides) will be placed directly on the intermediate cover. The geonet composite will serve as a migration zone for the lateral movement of landfill gas. The geotextile component will prevent the migration of soil into the geonet so that gas migration will not be impeded.
Infiltration Barrier: A composite infiltration barrier will consist of a textured 40 mil flexible
membrane cap (FMC) placed on top of an 18-inch low-permeability soil layer compacted to achieve a hydraulic conductivity no greater than 1 x 10-5 cm/sec. The 18-inch low permeability soil layer may be replaced with a geosynthetic clay layer (GCL), as discussed in the Engineering Plan. The low-permeability soil layer, or the GCL, will lie directly above the gas collection layer.
The FMC will consist of a linear low-density polyethylene (LLDPE) or PVC membrane.

Section III - Facility Plan 7 Joyce Engineering, Inc. Oxford MSW Landfill Permit Renewal June 2009, Revised January 2012 Granville County, North Carolina Revised August 2017
Drainage Layer: A geonet composite will be placed directly on top of the flexible membrane cap. The geonet will promote drainage away from the infiltration barrier and towards the perimeter
ditches. It will also help to protect the FMC from puncture. Erosion Control Components (Protective Layer and Erosion Layer): A protective layer consisting of at least 18 inches of local soil will be placed on top of the drainage layer. A layer of topsoil material or organically amended local soil at least 6 inches in thickness will be placed on top of
the protective layer. The erosion and protective layers will not be heavily compacted so that vegetative growth will be promoted. Soil tests will be conducted prior to seeding to determine if amendments to the soil are needed to establish a healthy stand of vegetation. Vegetative Cover: After placement of the erosion layer, the area that has been closed will be seeded
with a grass mixture. Mulch and erosion control matting will be used as needed to further minimize erosion. Gas Management System:
To protect public health and safety in the vicinity of the landfill, landfill gas produced by the decomposition of refuse will be controlled and monitored during the operational, closure, and post- closure periods. A gas management plan and gas monitoring program will be implemented for the purpose of maintaining the concentration of methane gas below the following regulatory levels:
• The concentration of methane gas generated is not to exceed 25 percent of the lower explosive limit (LEL) for methane in on-site structures (excluding gas control or recovery system components); and
• The concentration of methane gas is not to exceed the LEL for methane at the facility property boundary. Landfill gas is a by-product from the decomposition of organic waste in a sanitary landfill. The
major components of landfill gas are methane and carbon dioxide. Other gases, such as volatile
organic compounds, are present in trace quantities. The landfill gas is proposed to be managed by a passive gas collection system. The gas may be recovered in the future with an active system if generation rates are sufficient to justify the additional costs.
Gas monitoring will be conducted during the active life of the landfill and throughout the closure
and post-closure periods. At a minimum, quarterly monitoring of explosive gases will be conducted at all gas detection probes and in structures at the landfill. If additional structures are built, the monitoring program will be expanded to include the new structures. Gas detection probes will be installed around the boundary of the waste disposal unit. Probes should not be needed
where site topography permits gas to be released to the atmosphere before it migrates to the
property boundaries, or where the site is bounded by water. The Landfill Gas Monitoring Plan was revised in August 2014.
Section III - Facility Plan 8 Joyce Engineering, Inc. Oxford MSW Landfill Permit Renewal June 2009, Revised January 2012 Granville County, North Carolina Revised August 2017
3.4 Special Engineering Features
Stormwater Management System: Unmanaged stormwater can contribute significantly to the amount of leachate collected, stored and treated. High intensity storms can cause temporary flooding and hinder operations in active cells. To minimize these effects, features will be provided to segregate stormwater and leachate
during operation of the MSWLF units. Within each landfill phase, a temporary system consisting of a rainflap, berms, and/or one or more pumps and hoses will be used to divert uncontaminated stormwater from coming into contact with waste and entering the leachate collection system. Inactive areas will have temporary berms constructed to allow uncontaminated runoff to pond at the downgradient end of the segregated area. The uncontaminated stormwater will be pumped or
siphoned from the impoundment area to a drainage ditch that flows to an on-site sediment basin. The diversion will prevent the burden and added expense of having to collect, store, and treat the additional volume of rainwater that would otherwise have become leachate through contact with waste. As filling progresses from one subcell to the next, the berms will be removed. Waste will be placed on the drainage layer, continuing until the capacity of the subcell has been depleted and
the opening of a subsequent subcell is required. 4.0 SOLAR PROJECT 4.1. Solar Project Development
The approximate limits of the solar project is shown on Drawings No. FP-01 through FP-05. Drawing No. FP-01 shows the property boundaries, limits of the existing waste disposal areas, limits of the proposed waste disposal areas, the existing environmental monitoring system, the landfill entrance road, landfill access and perimeter roads, scalehouse and office, convenience
center, and the proposed solar project. Current topography for the property is shown, as well as the 300-foot buffer from the property line and other site features. The solar project is located at the southwest end of the property as shown on Drawing No. FP-01.
The solar project is surrounded by a fence to prevent illegal trespassing. The white goods
containers are placed northeast of the proposed solar project, outside the fenced solar farm parameters. White goods are removed by a metal recycling contractor, which is handled through a bid process. Tires are disposed of by customers onto the ground in the designated tire disposal area as shown on Drawing No. FP-01.

Prior to the solar project, the County used the solar farm area to receive, process, and temporarily stockpile yard waste and land clearing debris, and to conduct active composting activities. Additionally, the solar farm area was used as a soil-borrow area to meet the facility soil needs. Due to the solar project, the County had to relocate the composting area and yard waste and land
clearing debris area to Unit 2, south of Phase 1. Moreover, Unit 2 is now being used to serve as a
soil-borrow area to sustain the site soil needs instead of the solar farm area. The new locations for displaced municipal solid waste management units are within the landfill property (Drawings No.
Section III - Facility Plan 9 Joyce Engineering, Inc. Oxford MSW Landfill Permit Renewal June 2009, Revised January 2012 Granville County, North Carolina Revised August 2017
FP-01 through FP-05). Finally, the County discontinued the disposal of animal carcass in the solar farm area in 2013.
(End)

TABLES

Table 1
Yearly Disposal Rates
Granville County Annual Waste Disposal Report
Fiscal Year MSW(tons)(1)Volume (cy)(2)Change(%)
FY13 3,006 6,012 --
FY14 10,104 20,208 --
FY15 13,471 26,942 33%
FY16 29,129 58,258 116%
FY17 48,966 97,931 68%
Total in-place 104,676 209,351 --
Notes:
1. The landfill was open for disposal in May 2013. Information on yearly tonnages and totals was obtained from
NCDEQ Solid Waste disposal reports for FY2013 to FY2016. FY2017 was estimated using the annual capacity
study waste acceptance rate.
2. Volume consumption based on an assumed in place density of: 1000 lbs/cy Average compaction reported between FY13-17.
3. FY2017 tonnage includes C&D waste disposed in Unit 2, Phase 1 of the MSW Landfill. As of December 2016,
all C&D waste is being disposed in Unit 2, Phase 1 of the MSW landfill.
Section III - Facility Plan
Oxford MSW Landfill Expansion
Granville County, North Carolina
Joyce Engineering, Inc.
August 2017
Table 2: Unit 2 Actual and Projected Yearly Disposal Rates
Required Disposal
Capacity (CY)Gross Capacity (CY) Phase Unit
YEAR TONS(1)TPD (Avg.)(2)CY(3)TONS CY
FY13 3,006 11.9 6,012 3,006 6,012
FY14 10,104 39.9 20,208 13,110 26,220
FY15 13,471 53.2 26,942 26,581 53,162 209,351 209,351
FY16 29,129 115.1 58,258 55,710 111,420 (estimated consumed)
FY17 48,966 193.5 97,931 104,676 209,351
FY18 48,966 193.5 97,932 153,642 307,283
FY19 49,945 197.4 99,891 203,587 407,174
FY20 50,944 201.4 101,888 254,531 509,062 509,642 450,649
FY21 51,963 205.4 103,926 306,494 612,988 (remaining waste)
FY22 53,002 209.5 106,005 359,497 718,993
FY23 54,062 213.7 108,125 413,559 827,118
FY24 55,144 218.0 110,287 468,703 937,405
FY25 56,247 222.3 112,493 524,949 1,049,899 682,065 683,000
FY26 57,371 226.8 114,743 582,321 1,164,641
FY27 58,519 231.3 117,038 640,840 1,281,679
FY28 59,689 235.9 119,379 700,529 1,401,058
FY28 60,883 240.6 121,766 761,412 1,522,824
FY29 62,101 245.5 124,201 823,513 1,647,025
FY30 63,343 250.4 126,685 886,855 1,773,711 633,676 700,000
FY31 64,610 255.4 129,219 951,465 1,902,930
FY32 65,902 260.5 131,804 1,017,367 2,034,734
FY33 67,220 265.7 134,440 1,084,587 2,169,173
FY34 68,564 271.0 137,128 1,153,151 2,306,302
FY35 69,936 276.4 139,871 1,223,086 2,446,173 699,629 768,000
FY36 71,334 282.0 142,668 1,294,421 2,588,841
FY37 72,761 287.6 145,522 1,367,181 2,734,363
FY38 74,216 293.3 148,432 1,441,398 2,882,795
FY39 75,700 299.2 151,401 1,517,098 3,034,196
FY40 77,214 305.2 154,429 1,594,313 3,188,625 772,447 745,000
FY41 78,759 311.3 157,517 1,673,071 3,346,142
FY42 80,334 317.5 160,668 1,753,405 3,506,810
TOTAL UNIT 2
REMAINING VOLUME (CY)
3,346,649
NOTES:
1. The landfill was open for disposal in May 2013. Information on yearly tonnages and totals was obtained from
NCDEQ Solid Waste disposal reports for FY2013 to FY2016. FY2017 was estimated using the annual capacity
study waste acceptance rate.
After FY2018, tonnages are projected based on a 2% annual growth rate.
(2) Averages are based on a 5 day per week work week, 7 holidays, no Sundays, or 253 days per year.
(3) Volume consumption based on an assumed in place density of 1000 lbs/cy Average compaction reported between FY13-17.Unit 2Phase 2Phase 3ANNUAL CUMULATIVE
Phase 1 Phase 4Phase 5Section III- Facility Plan
Oxford Unit 2 Phase 1 Landfill Permit Renewal
Granville County
Joyce Engineering
Revised August 2017
Table 3: Unit 3 Projected Yearly Disposal Rates
Required Disposal
Capacity (CY)Gross Capacity (CY)Phase Unit
YEAR TONS(1)TPD (Avg.)(2)CY(3)TONS CY
FY43 81,941 323.9 163,881 81,941 163,881
FY44 83,579 330.4 167,159 165,520 331,040
FY45 85,251 337.0 170,502 250,771 501,542
FY46 86,956 343.7 173,912 337,727 675,454
FY47 88,695 350.6 177,390 426,422 852,844
FY48 90,469 357.6 180,938 516,891 1,033,782
FY49 92,278 364.7 184,557 609,170 1,218,339
FY50 94,124 372.0 188,248 703,294 1,406,587
FY51 96,006 379.5 192,013 799,300 1,598,600
FY52 97,927 387.1 195,853 897,227 1,794,453
FY53 99,885 394.8 199,770 997,112 1,994,223
FY54 101,883 402.7 203,766 1,098,995 2,197,989
FY55 103,920 410.8 207,841 1,202,915 2,405,830
FY56 105,999 419.0 211,998 1,308,914 2,617,828
FY57 108,119 427.3 216,238 1,417,033 2,834,066
FY58 110,281 435.9 220,562 1,527,314 3,054,628
FY59 112,487 444.6 224,974 1,639,801 3,279,602 891,247 913,000
FY60 114,737 453.5 229,473 1,754,538 3,509,075
FY61 117,031 462.6 234,063 1,871,569 3,743,138
FY62 119,372 471.8 238,744 1,990,941 3,981,882 960,000
FY63 121,759 481.3 243,519 2,112,700 4,225,401
FY64 124,195 490.9 248,389 2,236,895 4,473,790
FY65 126,678 500.7 253,357 2,363,573 4,727,147
FY66 129,212 510.7 258,424 2,492,785 4,985,571
FY67 131,796 520.9 263,593 2,624,582 5,249,163
FY68 134,432 531.4 268,864 2,759,014 5,518,028
FY69 137,121 542.0 274,242 2,896,135 5,792,270
FY70 139,863 552.8 279,727 3,035,998 6,071,996
FY71 142,661 563.9 285,321 3,178,659 6,357,317
FY72 145,514 575.2 291,028 3,324,172 6,648,345
FY73 148,424 586.7 296,848 3,472,596 6,945,193
FY74 151,393 598.4 302,785 3,623,989 7,247,978
FY75 154,420 610.4 308,841 3,778,409 7,556,819
FY76 157,509 622.6 315,018 3,935,918 7,871,836
FY77 160,659 635.0 321,318 4,096,577 8,193,154
FY78 163,872 647.7 327,744 4,260,449 8,520,898
FY79 167,150 660.7 334,299 4,427,599 8,855,198
FY80 170,493 673.9 340,985 4,598,091 9,196,183
FY81 173,902 687.4 347,805 4,771,994 9,543,988
FY82 177,380 701.1 354,761 4,949,374 9,898,748
FY83 180,928 715.1 361,856 5,130,302 10,260,605
FY84 184,547 729.4 369,093 5,314,849 10,629,698
FY85 188,238 744.0 376,475 5,503,087 11,006,173
TOTAL UNIT 3
REMAINING VOLUME (CY)
10,650,000
NOTES:
1. The landfill was open for disposal in May 2013. Information on yearly tonnages and totals was obtained from
NCDEQ Solid Waste disposal reports for FY2013 to FY2016. FY2017 was estimated using the annual capacity
study waste acceptance rate.
After FY2018, tonnages are projected based on a 2% annual growth rate.
(2) Averages are based on a 5 day per week work week, 7 holidays, no Sundays, or 253 days per year.
(3) Volume consumption based on an assumed in place density of 1000 lbs/cy Average compaction reported between FY13-17.
ANNUAL CUMULATIVE
Phase 1 Phase 2Phase 3788,000852,844
941,609 870,000
823,375 860,000
Phase 8 Phase 4Phase 51,044,238 1,000,000
Phase 6745,568 590,000
Phase 11964,715
Unit 31,324,346 1,200,000
Phase 91,064,422 1,260,000
Phase 101,130,317 1,100,000
Phase 71,223,491 1,109,000
Section III- Facility Plan
Oxford Unit 2 Phase 1 Landfill Permit Renewal
Granville County
Joyce Engineering
Revised August 2017
Table 4: Unit 4 Projected Yearly Disposal Rates
Required Disposal
Capacity (CY)Gross Capacity (CY)Phase Unit
YEAR TONS(1)TPD (Avg.)(2)CY(3)TONS CY
FY86 192,002 759 384,005 192,002 384,005
FY87 195,842 774 391,685 387,845 775,689
FY88 199,759 790 399,518 587,604 1,175,208
FY89 203,754 805 407,509 791,358 1,582,717
FY90 207,829 821 415,659 999,188 1,998,376
FY91 211,986 838 423,972 1,211,174 2,422,348
FY92 216,226 855 432,452 1,427,400 2,854,799
TOTAL UNIT 4
REMAINING VOLUME (CY)
2,680,000
NOTES:
1. The landfill was open for disposal in May 2013. Information on yearly tonnages and totals was obtained from
NCDEQ Solid Waste disposal reports for FY2013 to FY2016. FY2017 was estimated using the annual capacity
study waste acceptance rate.
After FY2018, tonnages are projected based on a 2% annual growth rate
(2) Averages are based on a 5 day per week work week, 7 holidays, no Sundays, or 253 days per year.
(3) Volume consumption based on an assumed in place density of 1000 lbs/cy Average compaction reported between FY13-17.
ANNUAL CUMULATIVE
Unit 41,175,208 1,280,000
Phase 1 1,679,592
Phase 21,400,000
Section III- Facility Plan
Oxford Unit 2 Phase 1 Landfill Permit Renewal
Granville County
Joyce Engineering
Revised August 2017
Table 5Soil BalanceLANDFILL PHASING - SOIL BALANCEAIRSPACEMSW AREA NET GRADING (Gross Airspace) SOIL LINER CAP WASTE CAPACITYDAILY BALANCEPHASE (acres) (cy) (cy) (cy) (cy) (cy) COVER (-) (cy) (cy)Unit 2, Phase 1 11 142,510 660,000 -26,570 -61,997 748,567 -106,938 -52,995Unit 2 37.3 316,975 3,556,000 -90,097 -210,225 3,255,678 -465,097 -448,444Unit 3 86.8 780,306 10,650,000 -209,662 -489,211 9,951,127 -1,421,590 -1,340,156Unit 4 33.7 315,000 2,680,000 -81,401 -189,936 2,408,663 -344,095 -300,431Total 157.8 1,412,281 16,886,000 -381,159 -889,372 15,615,469Total -2,089,032DESIGN VALUES (MSW)MSW LINER SYSTEM SOIL THICKNESS (ft):1.5MSW CAP SYSTEM SOIL THICKNESS (ft):3.5MSW: SOIL COVER RATIO7:1Section III - Facility PlanOxford MSW Landfill ExpansionGranville County, North CarolinaJoyce Engineering, Inc.August 2017

FIGURES

PROPERTY LINELIMITS OF WASTEFOR UNIT 2 - PHASE 10(FEET)GRAPHIC SCALE400020001000NOTE: U.S.G.S. 7.5 MINUTE TOPOGRAPHICQUADRANGLES FOR SATTERWHITE, STOVALL,BEREA AND OXFORD, NORTH CAROLINA.2211 W. MEADOWVIEW ROADGREENSBORO, NC 27407PHONE: [phone]PROJECT NO.DRAWING NO.APPROVEDCHECKEDDRAWNDESIGNEDDATE All rights reserved.Ó Joyce Engineering, Inc.SCALENC CORP LIC: C-0782OXFORD LANDFILLGRANVILLE COUNTY, NORTH CAROLINASITE LOCATION MAP660.1101.1211" = 2000'2012HRWHRWGVBGVB4/25/12
RADIUS = 5 MILES
SOURCE: 2003 NORTH CAROLINA AERONAUTICAL CHART, NORTH CAROLINA DEPARTMENT OF TRANSPORTATION, DIVISION OF AVIATION
0
(FEET)
GRAPHIC SCALE
600003000015000
PROJECT NO.
DRAWING NO.APPROVED
CHECKED
DRAWN
DESIGNED
DATE
All rights reserved.
Ó Joyce Engineering, Inc.
SCALE
NC CORP LIC: C-0782
9731-F SOUTHERN PINE BLVD
CHARLOTTE, NC 28273
PHONE: [phone]
OXFORD LANDFILLGRANVILLE COUNTY, NORTH CAROLINA
AIRPORT LOCATION MAP
660
FIGURE 2
AS NOTED
2017
RWH
RWH
MM
MM
08/23/17

DRAWINGS

APPROXIMATE
FACILITY LOCATION
GRANVILLE COUNTY
PROJECT NO.APPROVEDCHECKEDDRAWNDESIGNEDDATEDATEREVISIONS AND RECORD OF ISSUEBYNOAPPCKSCALE All rights reserved.Ó Joyce Engineering, Inc.DRAWING NO.L:\Granville\2017OXFORD RENEWAL\FACILITY PLAN\FP-T TITLE SHEET.dwg Layout=Layout1GRANVILLE COUNTY OXFORD LANDFILL
MSW LANDFILL PERMIT RENEWAL
OXFORD, NORTH CAROLINA
FACILITY PLAN
JUNE 2009
(REVISED AUGUST 2017)
COUNTY LOCATION MAP
NORTH CAROLINA
VICINITY MAP
OWNER INFORMATION
PREPARED FOR:OXFORD COUNTY LANDFILL
ADDRESS:6584 LANDFILL RD.
OXFORD, NC 27565
CONTACT:JASON FALLS
[phone]
PROPERTY INFORMATION
ADDRESS: 6584 LANDFILL RD.
OXFORD, NC 27565
NCDENR PERMIT: 39-01
ACREAGE: 397.73
DRAWING INDEX
SHEET DESCRIPTION
TITLE SHEET
LEGEND AND GENERAL NOTES
SITE DEVELOPMENT
ALL FACILITIES
SITE DEVELOPMENT
LANDFILL UNITS AND LEACHATE FACILITIES
SITE DEVELOPMENT
BASE GRADES
SITE DEVELOPMENT
FINAL CONTOURS
SITE DEVELOPMENT
LEACHATE DRAINAGE PLAN
LANDFILL OPERATIONS
UNIT 2 PHASING PLAN
LANDFILL OPERATIONS
UNIT 3 PHASING PLAN
LANDFILL OPERATIONS
UNIT 3 PHASING PLAN
LANDFILL OPERATIONS
UNIT 3 PHASING PLAN
LANDFILL OPERATIONS
UNIT 4 PHASING PLAN
FP-T
FP-L
FP-01
FP-02
FP-03
FP-04
FP-05
FP-06
FP-07
FP-08
FP-09
FP-10 NC CORP LIC: C-078208/23/17SUBMIT PERMIT RENEWALRWHLBBMM9731-F SOUTHERN PINE BLVDCHARLOTTE, NC 28273PHONE: [phone]GRANVILLE COUNTY OXFORD LANDFILLOXFORD, NORTH CAROLINA2017FP-T
N.T.S.TITLE SHEETKWBRWH/RFBKWBEEA06/12/098/18/10REVISED PER NCDENR COMMENTS1RWHEEAKWB660.1801.11
B-XBMCPC-XGP-XGV-XGV-#GW-XGW-#PZ-XPZ-#SS-XS-XSMP-XTP-XEW-XEW-#MW-XMW-#MW-OW-XMW-OW-#NES-OW-XNES-OW-#MW-PW-XMW-PW-#MW-XMW-#WEXISTING GROUNDWATER MONITORING WELLPROPOSED GROUNDWATER MONITORING WELLEXISTING OBSERVATION WELLPROPOSED OBSERVATION WELLEXISTING NES WELLPROPOSED NES WELLEXISTING PERFORMANCE WELLPROPOSED PERFORMANCE WELLEXISTING SENTINEL WELLPROPOSED SENTINEL WELLEXISTING EXTRACTION WELLPROPOSED EXTRACTION WELLWETLANDS PIEZOMETERPIEZOMETERGAS PROBEEXISTING GAS VENTPROPOSED GAS VENTEXISTING GAS WELLPROPOSED GAS WELLSURFACE WATER MONITORING POINTLEACHATE MONITORING POINTBORE HOLE LOCATIONCORING LOCATIONSOIL SAMPLING LOCATIONTEST PIT LOCATIONBENCHMARKSPRINGHEAD LOCATIONWELL LOCATIONCONTROL POINTENVIRONMENTAL MONITORING FEATURESSURVEY FEATURESPROPERTY LINEEASEMENTFENCE LINExxxCONVENTIONAL SYMBOLS AND GENERAL NOTESUTILITY POLEHYDRANTUTILITIESLIGHT POLETANK (SIZE VARIES)TRANSFORMERMANHOLECLEANOUTVALVEOVERHEAD ELECTRICOHEUNDERGROUND ELECTRICOVERHEAD TELEPHONEUNDERGROUND TELEPHONELEACHATE FORCE MAINDUAL CONTAINED LEACHATE FORCE MAINSANITARY SEWERPROCESS SEWERLANDFILL GAS LINERAILROADGUARDRAILNATURAL GAS LINESOLID PIPE (TYPE NOTED)PERFORATED PIPE (TYPE NOTED)POTABLE WATERRESOURCE PROTECTION AREARIGHT OF WAYRWRWMOHTUGTUGTFMDCFMDCFMPSGUGGWUGEUGEPAVED ROADGRAVEL/DIRT ROADLANDFILL AND ROAD FEATURESEDGE OF PAVEMENTLIMIT OF WASTE/EDGE OF LINERFACILITY BOUNDARY/CELL LIMITS/PHASE LIMITSBUILDINGDAMBUILDINGS AND STRUCTURESFOUNDATIONAPPROXIMATE 100 YEAR FLOOD PLAINDITCH FLOWHYDROLOGYSTREAM OR RIVERSINGLE TREETREE LINEVEGETATIONSHRUBSILT FENCEINLET PROTECTIONEROSION AND SEDIMENT CONTROL FEATURESOUTLET PROTECTION (SIZE VARIES)DIVERSION BERMSFSFEXISTING 10' TOPO CONTOUREXISTING 2' TOPO CONTOURTOPOGRAPHICAL FEATURESPROPOSED 10' TOPO CONTOURPROPOSED 2' TOPO CONTOURGWGROUNDWATER SURFACE CONTOUR(FT ABOVE MEAN SEA LEVEL)BRSPOT ELEVATIONBEDROCK SURFACE CONTOUR(FT ABOVE MEAN SEA LEVEL)LMP-1100100100.00SSHATCHINGWETLANDSRIPRAP#57 AGGREGATEBUFFER AREASURVEY NOTES:1.TOPOGRAPHIC CONTOUR INTERVAL = 2 FEET, UNLESS INDICATED OTHERWISE.2.ON-SITE TOPOGRAPHY PROVIDED BY SPATIAL DATA CONSULTANTS, INC., 1008 HUTTON LANE, HIGHPOINT, NORTH CAROLINA 27262, DATED MAY 13, 2015. TOPOGRAPHY INSIDE UNIT 2 PHASE 1 CONSISTS OF GROUND SURVEY COMPLETED BY BATEMAN CIVIL SURVEYING AND ISDATED JUNE 20, 2017. UNIT 1 C&D LANDFILL CEASED ACCEPTING WASTE IN DECEMBER 2016 ANDWAS SURVEYED IN MARCH 2017.3.WETLANDS WERE SURVEYED ON FEBRUARY 19, 2009 BOUNDARY IS APPROXIMATE..4.THE SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE SEARCH AND ALL EASEMENTSAND ENCUMBRANCES MAY NOT BE SHOWN.5.GROUNDWATER SURFACE ELEVATIONS ARE BASED ON GROUNDWATER CONTOURS DEVELOPEDFROM STATIC WATER LEVELS MEASURED NOVEMBER 20, 2008 BY JOYCE ENGINEERING.6.BEDROCK SURFACE CONTOURS ARE BASED ON INTERPOLATION BETWEEN AND EXTRAPOLATIONFROM KNOWN DATUM, TOPOGRAPHIC CONTOURS, AND KNOWN FIELD CONDITIONS BY JOYCEENGINEERING. THEREFORE CONTOURS MAY NOT REFLECT ACTUAL CONDITIONS.GENERAL NOTES:1.ALL PROPOSED UTILITIES ARE TO BE INSTALLED UNDERGROUND INCLUDING ELECTRIC,TELEPHONE, AND CATV, UNLESS NOTED OTHERWISE.2.SITE LIGHTING IS NOT PROPOSED FOR THIS PROJECT.3.LANDSCAPING IS NOT PROPOSED FOR THIS PROJECT. HOWEVER THE BUFFER AREA SHOWNON DRAWINGS WILL REMAIN UNDISTURBED EXCEPT FOR THE INSTALLATION OF UTILITIES,STORMWATER DRAINAGE FEATURES AND ACCESS TO THE SITE. WHEN POSSIBLE CLEARINGWITHIN THE BUFFER WILL BE ALIGNED TO MINIMIZE VISUAL IMPACTS.4.SOIL STOCKPILE AREAS WILL BE ESTABLISHED TO FACILITATE PHASED CONSTRUCTION.STOCKPILE LOCATIONS AND SIZE MAY VARY AND MAY NOT BE LIMITED TO THE AREASSHOWN. SILT FENCE WILL BE INSTALLED AS NEEDED AROUND THE BASE OF THESTOCKPILE.5. ACCORDING TO THE NORTH CAROLINA FEDERAL EMERGENCY MANAGEMENT AGENCY THE LANDFILL FACILITY IS LOCATED IN "A NO SPECIAL HAZARD AREA". NO FLOODPLAINS ARE LOCATED WITHIN 500 FEET OF THE FACILITY BOUNDARY.PROPOSED ROADCULVERT (SIZE NOTED)COMPACTED BACKFILL100100PROJECT NO.APPROVED
CHECKED
DRAWN
DESIGNED
DATE
DATE REVISIONS AND RECORD OF ISSUE BYNO APPCKSCALE All rights reserved.
Ó Joyce Engineering, Inc.DRAWING NO.L:\Granville\2017OXFORD RENEWAL\FACILITY PLAN\FP-L LEGEND AND NOTES.dwg Layout=Layout1
NC CORP LIC: C-0782
GRANVILLE COUNTY OXFORD LANDFILL
OXFORD, NORTH CAROLINA
2017FP-LN.T.S.LEGEND AND GENERAL NOTES
KWB
RWH
KWB
EEA
06/12/09
08/23/17 SUBMIT PERMIT RENEWAL RWH LBB MM
9731-F SOUTHERN PINE BLVD
CHARLOTTE, NC 28273
PHONE: [phone].1801.11
300'-0"300' PROPERTY BUFFER50' STREAM BUFFER( WASTE BUFFER TYPEACH SIDE OF STREAM)STERL CARRINGTON ROADOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHAPPROXIMATECLOSED MSWLANDFILL LIMITSOF WASTECONVENIENCE CENTER/RECYCLINGSEDIMENTBASIN SB-1SCALEHOUSESEDIMENTBASIN SB-2SEDIMENTBASIN SB-3S89° 19' 20.44"W61.32S3° 01' 09.32"W264.91N87° 12' 38.13"W744.89N13° 12' 45.76"W1812.36 N75° 51' 40.44"E511.04N74° 29' 39.08"W48.16N2° 57' 55.28"W1197.77 N86° 33' 11.63"E294.93N5° 40' 51.22"W886.44 N2° 54' 02.17"W539.86 N79° 20' 14.86"E444.07N68° 11' 29.64"E199.62N88° 43' 35.29"E202.55N72° 15' 06.94"E61.20N72° 48' 58.05"E153.05S89° 11' 30.63"E194.58S85° 05' 23.01"E496.02S78° 59' 24.65"E327.93S78° 15' 12.44"E472.62S85° 37' 58.01"E196.39S67° 54' 00.81"E293.36S38° 09' 31.21"E108.44S62° 01' 21.64"E743.93S89° 42' 14.57"E273.01N0° 40' 31.49"W148.18N89° 37' 12.28"E517.26S2° 14' 45.10"E
1358.97
S2° 55' 22.02"W
328.68
S9° 08' 03.
5
4
"
W
1738.58N89° 22' 38.01"W2840.45S2° 18' 34.03"W
359.31N88° 23' 07.03"W471.93S3° 55' 04.06"W
460.84350.59R=369'LEACHATE STORAGE FACILITYUNIT 137.3 ACRES(CURRENT BORROWAREA)87.4 ACRES33.7 ACRESSB-7WHITE GOODSUTILITY EASEMENTACCESS ROAD (TYP)PROPERTY LINE/ FACILITY BOUNDARYLEWIS ROADFUTURE BORROW AREAEDGE OF LINER/LIMITS OF WASTE (TYP)UNIT 2UNIT 4UNIT 3SB-4SB-5SB-6EXISTING FACILITY BOUNDARYOVERHEAD POWERLAND CLEARING DEBRISCOLLECTION ANDCOMPOST AREAPHASE 1(ACTIVE)PASSIVE LFG (790 LF)INTERCEPTION TRENCHP-8P-20P-11MW-7P-14P-7P-19P-18P-5P-15P-16MW-9MW-11NES-1DNES-1SNES-2SNES-2DGP-2GP-4GP-5GP-6GP-7GP-8GP-9MW-2MW-6MW-6RMW-4MW-4RMW-5MW-5RMW-3RMW-3GP-3GP-1GP-10P-23MW-10P-12GP-11MW-8GP-12P-6GP-3AMW-12GP-1ATIRE COLLECTIONAREAFENCESOLAR FARMOH OH
OH
OHOHOH OH OH OH
OH
O
H
490490490
490
500FM FM
F
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MW P-18MW-1MW-1A460460
4704704
8
0480480
480
490
4
9
0
4
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0
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5
0
0500 5005005
0
0
500
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0
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0
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7
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0590590
590600600
600 WETLANDS (TYP)APPROXIMATEC&D LIMITSPROJECT NO.APPROVED
CHECKED
DRAWN
DESIGNED
DATE
DATE REVISIONS AND RECORD OF ISSUE BYNO APPCKSCALE All rights reserved.
Ó Joyce Engineering, Inc.DRAWING NO.L:\Granville\2017OXFORD RENEWAL\FACILITY PLAN\FP-01 SITE DEVELOPMENT PLAN revised.dwg Layout=Layout10(FEET)GRAPHIC SCALE600300150NC CORP LIC: C-0782
GRANVILLE COUNTY OXFORD LANDFILL
OXFORD, NORTH CAROLINA
2009FP-01AS SHOWNSITE DEVELOPMENT
ALL FACILITIES RH LB MMREVISED TO SHOW SOLAR FARM ADDITION11/12/15
KWB
RWH/RFB
KWB
EEA
06/12/09 08/23/17 SUBMIT PERMIT RENEWAL RWH LBB MM9731-F SOUTHERN PINE BLVD
CHARLOTTE, NC 28273
PHONE: [phone] RH LB MASUPDATED MAPPING WITH 2014 SURVEY09/4/14 1
2
3660.1801.11
50' STREAM BUFFER(TYP EACH SIDE OF STREAM)PHASE 119.1 ACRESPHASE 114.6 ACRESPHASE 29.2 ACRESPHASE 36.6 ACRESPHASE 49.6 ACRESPHASE 59.5 ACRESPHASE 69.7 ACRESPHASE 76.0 ACRESPHASE 87.4 ACRESPHASE 97.4 ACRESPHASE 106.8 ACRESPHASE 214.6 ACRESPHASE 111.0 ACRESPHASE 35.6 ACRESPHASE 28.9 ACRESPHASE 411.8 ACRESPHASE 5(VERTICAL)STERL CARRINGTON ROADOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHAPPROXIMATEMSW LANDFILLLIMITS OF WASTECONVENIENCE CENTER/RECYCLINGSCALEHOUSESEDIMENTBASIN SB-2SEDIMENTBASIN SB-3LEACHATE STORAGE FACILITYLEACHATEFORCEMAINUNIT 1PHASE 11(VERTICAL)SB-7PROPERTY LINE / FACILITY BOUNDARYLEWIS ROADWHITE GOODSTIREDISPOSAL AREAUTILITY EASEMENTSTREAMACCESS ROAD(TYP)OH OH
OHOHOHOH OH OH OH
OH
O
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FUTURE BORROW AREA300'-0"300' PROPERTY BUFFEREDGE OF LINER/LIMITS OF WASTE (TYP)UNIT 2UNIT 4UNIT 3SB-4SB-5SB-6FM
FM
FM
FM
FM
FM FMOVERHEAD POWERC&D LIMITS OF WASTEMW-1MW-1ANES-1DNES-1SNES-2SNES-2DGP-2GP-4GP-5GP-6GP-7GP-8GP-9MW-2MW-6MW-6RMW-4MW-4RMW-5MW-5RMW-3RMW-3GP-3GP-1GP-10P-10P-23P-8P-20P-11P-2P-12P-14P-21P-7P-1 S&DP-19P-18P-5P-15P-9 S&DP-17P-6P-13 S&DP-22PZ-16FENCESOLAR FARMOH OH
OHOHOHOH OH OH OH
OH
O
H
490490490
490
500FM FM
F
M
MW P-18MW-1MW-1A460
460
470
47
0
480
480480
4
8
0
490
49
0500
5005
0
0 500500500500510510
510510
5
1
0510510
510
510510510510510 510510510510510520520520520520
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0 520530530530530
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0
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59060
0
60060
0
600610
610620
6
2
0
6
3
0
6
3
0 WETLANDS (TYP)PROJECT NO.APPROVED
CHECKED
DRAWN
DESIGNED
DATE
DATE REVISIONS AND RECORD OF ISSUE BYNO APPCKSCALE All rights reserved.
Ó Joyce Engineering, Inc.DRAWING NO.L:\Granville\2017OXFORD RENEWAL\FACILITY PLAN\FP-02 Site Dvpmt LF Unit and Leachate Facilities.dwg Layout=Layout10(FEET)GRAPHIC SCALE600300150GRANVILLE COUNTY OXFORD LANDFILL
OXFORD, NORTH CAROLINA
2017FP-02AS SHOWNSITE DEVELOPMENT
LANDFILL UNITS AND LEACHATE FACILITIES
KWB
RWH/RFB
KWB
EEA
06/12/09
NC CORP LIC: C-0782
RH LB MMREVISED TO SHOW SOLAR FARM ADDITION10/19/15
08/23/17 SUBMIT PERMIT RENEWAL RWH LBB MM
9731-F SOUTHERN PINE BLVD
CHARLOTTE, NC 28273
PHONE: [phone]
2660.1801.11
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WSTERL CARRINGTON ROADOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHAPPROXIMATEMSW LANDFILLLIMITS OF WASTECONVENIENCE CENTER/RECYCLINGSCALEHOUSESEDIMENTBASIN SB-2SEDIMENTBASIN SB-3STREAMLEACHATE STORAGE FACILITYUNIT 1LEWIS ROADSB-7UTILITY EASEMENTACCESS ROAD (TYP)PROPERTY LINE/FACILITY BOUNDARYFUTURE BORROW AREAWHITE GOODSTIREDISPOSAL AREAUNIT 2UNIT 4UNIT 3SB-4SB-5SB-6SEASONAL HIGHGROUNDWATER CONTOUR (TYP)4904804704605205305405505605705805906
0
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0
0590580570
560540530520510510
520
530
540
550
560
57
0
570
56
0
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0530520
51
0
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0
0
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0
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480
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0
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0
520
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0
5
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0
5605505
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0530520
510
51
0
5
2
0
5
3
0540540530520 5104904
8
0
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520530510500
490
48
0
470
460
600580
570
560
550
540
530
510 C&D LIMITS OF WASTEP-11MW-7P-7P-19P-16MW-1MW-1AMW-9MW-11NES-2SNES-2DGP-2GP-4GP-5GP-6GP-7GP-8GP-9MW-2MW-6MW-6RMW-4MW-4RMW-5MW-5RMW-3RMW-3GP-3GP-1GP-10P-23MW-10500
475
525
550
575500510520 500EDGE OF LINER/LIMITS OF WASTE (TYP)BEDROCK CONTOUR (TYP)FENCESOLAR FARMOH OH
OHOHOHOH OH OH OH
OH
O
H
FM FM
F
M
MWMW-1MW-1A460
460
460
470
470
470470470470
48
0
480480480480
480
480
480
490490490490500500500
500510510510510
510510510510510510
510510510 510
510510520520520520520
52
0520520520520520520
520520 530530530530
530530
530
530
5
3
0 540540540
540
5405405
4
0 5505505
5
0
550
5505605605605605
6
0 5705705
7
0
5705705
8
0
5805805805
8
0
580590590590590600
600600600610610620620630630 PHASE 1(CURRENTCONDITIONS)PROJECT NO.APPROVED
CHECKED
DRAWN
DESIGNED
DATE
DATE REVISIONS AND RECORD OF ISSUE BYNO APPCKSCALE All rights reserved.
Ó Joyce Engineering, Inc.DRAWING NO.L:\Granville\2017OXFORD RENEWAL\FACILITY PLAN\FP-03 LF Const Base Grades.dwg Layout=Layout10(FEET)GRAPHIC SCALE600300150NC CORP LIC: C-0782
GRANVILLE COUNTY OXFORD LANDFILL
OXFORD, NORTH CAROLINA
2017FP-03AS SHOWNLANDFILL CONSTRUCTION
BASE GRADES
KWB
RWH/RFB
KWB
EEA
06/12/09
RH LB MMREVISED TO SHOW SOLAR FARM ADDITION10/19/15
08/23/17 SUBMIT PERMIT RENEWAL RWH LBB MM
9731-F SOUTHERN PINE BLVD
CHARLOTTE, NC 28273
PHONE: [phone]
2660.1801.11
STERL CARRINGTON ROADOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHAPPROXIMATEMSW LANDFILLLIMITS OF WASTECONVENIENCE CENTER/RECYCLINGSCALEHOUSESEDIMENTBASIN SB-2SEDIMENTBASIN SB-3LEACHATE STORAGE FACILITYACCESS ROAD (TYP)PROPERTY LINE/FACILITY BOUNDARYUTILITY EASEMENTUNIT 1WHITE GOODSTIREDISPOSAL AREALEWIS ROAD725700675650625600575550725700675650625600575550525550575600625650675500
525
550
575
600
625625
600
575550525500
500525550575600625FUTURE BORROW AREADRAINAGE DITCH (TYP)UNIT 2UNIT 4UNIT 3SB-5SB-6SB-4CULVERTCULVERT525
550
575
600
625
650
650
625
600
575
550
525 C&D LIMITS OF WASTESB-7CULVERTP-11MW-7P-7P-19P-16MW-1MW-1AMW-9MW-11NES-2SNES-2DGP-2GP-4GP-5GP-6GP-7GP-8GP-9MW-2MW-6MW-6RMW-4MW-4RMW-5MW-5RMW-3RMW-3GP-3GP-1GP-10P-23MW-10CULVERT3:1 3:1
3:1
3:13:13:13:13:13:13:13:13:13:13:13:1FENCE SOLAR FARM460
460
460
470
470
470470470470
48
0
480480480480
480
480
480
490490490490500500500
500510510510510
510510510510510510
510510510 510
5105105205205205205
20
52
0520520520520520520
520520 530530530530
530530
530
530
5
3
0 540540540
540
5405405
4
0 5505505
5
0
550
5505605605605605
6
0 5705705
7
0
5705705
8
0
5805805805
8
0
58059059059059060
0
600600600610610620620 630630WETLAND (TYP)PROJECT NO.APPROVED
CHECKED
DRAWN
DESIGNED
DATE
DATE REVISIONS AND RECORD OF ISSUE BYNO APPCKSCALE All rights reserved.
Ó Joyce Engineering, Inc.DRAWING NO.L:\Granville\2017OXFORD RENEWAL\FACILITY PLAN\FP-04 LF Const Final Contours.dwg Layout=Layout10(FEET)GRAPHIC SCALE600300150NOTE:LIMITS OF WASTE FOR UNITS 2,3, AND 4 NOT SHOWN FORCLARITYGRANVILLE COUNTY OXFORD LANDFILL
OXFORD, NORTH CAROLINA
2017FP-04AS SHOWNLANDFILL CONSTRUCTION
FINAL CONTOURS
KWB
RWH/RFB
KWB
EEA
06/12/09
NC CORP LIC: C-0782
RH LB MMREVISED TO SHOW SOLAR FARM ADDITION10/19/15
08/23/17 SUBMIT PERMIT RENEWAL RWH LBB MM
9731-F SOUTHERN PINE BLVD
CHARLOTTE, NC 28273
PHONE: [phone]
2660.1801.11
UNIT 16" LINE8" TRUNK
6" LINE
6" LINE
6" LINE
6" LINE
6" LINE
6" L
I
N
E8" TRUNK6"
L
I
N
E
6" L
I
N
E
6" L
I
N
E 8" TRUNK6" LINE
6" LINE
STERL CARRINGTON ROADOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHAPPROXIMATEMSW LANDFILLLIMITS OF WASTECONVENIENCE CENTER/RECYCLINGSCALEHOUSESEDIMENTBASIN SB-2SEDIMENTBASIN SB-3SB-7OH OH
OHOHOHOH OH OH OH
OH
O
H
COCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCO525550
525
500
475
475500
PHASE 2PHASE 3PHASE 4PHASE 5PHASE 6PHASE 7PHASE 8PHASE 9PHASE 10PHASE 2PHASE 1PHASE 1PHASE 1PHASE 2PHASE 3PHASE 4 PHASE 1UNIT 2UNIT 4UNIT 3SB-4SB-5SB-6FM
FM
FM
FM
FM
FM FM
LEWIS ROADCOCO8" LINEP-11MW-7P-7P-19P-16MW-1MW-1AMW-9MW-11NES-2SNES-2DGP-2GP-4GP-5GP-6GP-7GP-8GP-9MW-2MW-6MW-6RMW-4MW-4RMW-5MW-5RMW-3RMW-3GP-3GP-1GP-10P-23MW-10575500 SOLAR FARM460
460
460
470
470
470470470470
48
0
480480480480
480
480
480
490490490490500500500
500510510510510
510510510510510510
510510510 510
51051052052052052052052
0520520520520520520
520520 530530530530
530530
530
530
5
3
0 540540540
540
5405405
4
0 5505505
5
0
550
5505605605605605
6
0 5705705
7
0
5705705
8
0
5805805805
8
0
58059059059059060
0
600600600610610620620 630630LEACHATE STORAGE FACILITY3" Ø LEACHATEFORCEMAINLEACHATE LINE(TYP)WHITE GOODSUTILITY EASEMENTOVERHEAD POWERACCESS ROAD (TYP)PROPERTY LINECLEAN OUT (TYP)SUMP AREASUMP AREAFUTURE BORROW AREAPHASE 11(VERTICAL)SUMP AREAPHASE 5(VERTICAL)TIREDISPOSAL AREAC & D LIMITS OF WASTE(ACTIVE LANDFILL AREA)FENCEWETLAND (TYP)PROJECT NO.APPROVED
CHECKED
DRAWN
DESIGNED
DATE
DATE REVISIONS AND RECORD OF ISSUE BYNO APPCKSCALE All rights reserved.
Ó Joyce Engineering, Inc.DRAWING NO.L:\Granville\2017OXFORD RENEWAL\FACILITY PLAN\FP-05 LF Operation Drainage Plan.dwg Layout=Layout10(FEET)GRAPHIC SCALE600300150NOTE:CONTOURS SHOWN ON PLAN REPRESENT TOP OFDRAINAGE LAYER ELEVATIONS. LEACHATE INVERTELEVATIONS ARE 2' BELOW DRAINAGE LAYERELEVATIONS.GRANVILLE COUNTY OXFORD LANDFILL
OXFORD, NORTH CAROLINA
2017FP-05AS SHOWNLANDFILL OPERATIONS
LEACHATE DRAINAGE PLAN
KWB
RWH/RFB
KWB
EEA
06/12/09
NC CORP LIC: C-0782
RH LB MMREVISED TO SHOW SOLAR FARM ADDITION10/19/15
08/23/17 SUBMIT PERMIT RENEWAL RWH LBB MM
9731-F SOUTHERN PINE BLVD
CHARLOTTE, NC 28273
PHONE: [phone]
2660.1801.11
PHASE 1
PHASE 2
SB-4
500
510
DIVERSION BERMDIVERSION BERM
CULVERT
CULVERT
DITCH575
550
525
WETLANDS (TYP)60059057055053051050
0
520
530510
510500490480
4
9
0 480570550530OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
ACCESS ROAD
LIMITS OF WASTE
APPROXIMATE MSW
LIMITS OF WASTE
C & D LIMITS OF WASTE
LEACHATE
STORAGE FACILITY
UNIT 1
SB-1
SB-4
PHASE 2
PHASE 3
DIVERSION BERMCULVERT
DITCH
575
550
525
575
550
525
500
500490CULVERT
PHASE 1
WETLANDS (TYP)590580600570540520490530520 51057
0
550
530
510 5105
0
0490480480
500OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
ACCESS ROAD
LIMITS OF WASTE
APPROXIMATE MSW
LIMITS OF WASTE
C & D LIMITS OF WASTE
LEACHATE
STORAGE FACILITY
UNIT 1
SB-1
SB-4
PHASE 1
575
550
525
625 PHASE 2
PHASE 3
PHASE 4
DITCH
525
550
600
575
550
525
WETLANDS (TYP)600580560540520500490510
500480480
47
0
520500490580560540
520
530
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
ACCESS ROAD
DITCH
LIMITS OF WASTE
APPROXIMATE MSW
LIMITS OF WASTE
C & D LIMITS OF WASTE
LEACHATE
STORAGE FACILITY
UNIT 1
SB-1
SB-4
PHASE 1
575
550
525
PHASE 2
PHASE 3
PHASE 4
DITCH
525
550
PHASE 5
575
600
625
650
WETLANDS (TYP)600580560540520490480510
480
5205105004905
2
0
580560540520
500
500 530OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
ACCESS ROAD
DITCH
LIMITS OF WASTE
APPROXIMATE MSW
LIMITS OF WASTE
C & D LIMITS OF WASTE
LEACHATE
STORAGE FACILITY
UNIT 1
SB-1
SB-4
PHASE 1
575
550
525
575
550
525
525
550
575
600
625 PHASE 2
PHASE 3
PHASE 4
DITCH
520
510500
WETLANDS (TYP)600580560540520490580560540530
510500490500480
510
500480520500OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
ACCESS ROAD
DITCH
LIMITS OF WASTE
APPROXIMATE MSW
LIMITS OF WASTE
C & D LIMITS OF WASTE
LEACHATE
STORAGE FACILITY
UNIT 1
SB-1
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
SB-4
DIVERSION BERM
DIVERSION BERM
PHASE 1 DITCH
WETLANDS (TYP)600590580570540510510510
500
510490480
CULVERT
ACCESS ROAD
LIMITS OF WASTE
APPROXIMATE MSW
LIMITS OF WASTE
C & D LIMITS OF WASTE
LEACHATE
STORAGE FACILITY
CULVERT
CULVERT
UNIT 1
SB-1
PROJECT NO.APPROVEDCHECKEDDRAWNDESIGNEDDATEDATEREVISIONS AND RECORD OF ISSUEBYNOAPPCKSCALE All rights reserved.Ó Joyce Engineering, Inc.DRAWING NO.L:\Granville\2017OXFORD RENEWAL\FACILITY PLAN\FP-06 LF Operations Unit 2 Phasing 1.dwg Layout=Layout1UNIT 2 PHASE 1
PHASE 1 INTERMEDIATE COVER, PHASE 2 BASE GRADE
527,000 CY
0
(FEET)
GRAPHIC SCALE
600300150
0
(FEET)
GRAPHIC SCALE
600300150
0
(FEET)
GRAPHIC SCALE
600300150
UNIT 2 PHASE 2
PHASE 1 - PHASE 2 INTERMEDIATE COVER, PHASE 3 BASE GRADE
683,000 CY
UNIT 2 PHASE 3
PHASE 1 - PHASE 3 INTERMEDIATE COVER, PHASE 4 BASE GRADE
700,000 CY
UNIT 2 PHASE 4
PHASE 1 - PHASE 4 INTERMEDIATE COVER
768,000 CY
UNIT 2 PHASE 5 (VERTICAL)
PHASE 1 - PHASE 5 INTERMEDIATE COVER
745,000 CY
0
(FEET)
GRAPHIC SCALE
600300150
0
(FEET)
GRAPHIC SCALE
600300150
0
(FEET)
GRAPHIC SCALE
600300150 NC CORP LIC: C-0782UNIT 2 PHASE 1
CURRENT CONDITIONS
GRANVILLE COUNTY OXFORD LANDFILLOXFORD, NORTH CAROLINA2017FP-06
AS SHOWNLANDFILL OPERATIONSUNIT 2 PHASING PLANKWBRWHKWBEEA06/12/098/18/10REVISED PER NCDENR COMMENTS1RWHEEAKWB08/23/17SUBMIT PERMIT RENEWALRWHLBBMM9731-F SOUTHERN PINE BLVDCHARLOTTE, NC 28273PHONE: [phone].1801.11
550525500PHASE 1 PHASE 2
PHASE 3
DIVERSION
BERM
DITCH
CULVERT
CULVERT500480490490500510520 5305405505605
7
0 580580590590600600610610620620630630520
530
540
550
560570
580590
60
0 4604704
8
0
480 480490
5
0
0 550525500475UNIT 2
UNIT 3
SB-4
SB-5
LIMITS OF WASTE
C & D LIMITS
OF WASTE
PROPERTY LINE / FACILITY BOUNDARY
APPROXIMATE
MSW LANDFILL
LIMITS OF WASTE
ACCESS ROAD
525525550550575575600600625625650650UNIT 1
WETLANDS (TYP)
UNIT 2
UNIT 3
SB-4
SB-5
LIMITS OF WASTE
PHASE 1
PHASE 2
DITCH
CULVERT
CULVERT500525550DIVERSION
BERM 4804
8
0 490490490
4
9
0
5005
0
0
5
0
0
510
510510
5205305405505605
7
0 580580590590600600610610620620630630520
530
540
550
560570
580590
60
0 4604704
8
0
480 480490
5
0
0
C & D LIMITS
OF WASTE
PROPERTY LINE / FACILITY BOUNDARY
APPROXIMATE
MSW LANDFILL
LIMITS OF WASTE
ACCESS ROAD
525525550550575575600600625625650650UNIT 1
WETLANDS (TYP)
525
475
PHASE 1
550575625PHASE 2
PHASE 4 DIVERSION BERM
CULVERT
CULVERT
DITCH
500
550
550
525
500
PHASE 3
520
530
540
550
560570
580590
60
0 46047048
0480 480490
5
0
0 490500510520530540550560570 580580590590600600610610620620630630
UNIT 2
UNIT 3
SB-4
SB-5
LIMITS OF WASTE
C & D LIMITS
OF WASTE
PROPERTY LINE / FACILITY BOUNDARY
APPROXIMATE
MSW LANDFILL
LIMITS OF WASTE
ACCESS ROAD
525525550550575575600600625625650650UNIT 1
WETLANDS (TYP)
UNIT 2
SB-4
SB-5SB-5
PHASE 1
DIVERSION
BERM
DITCH
CULVERT475LIMITS OF WASTE
UNIT 3
CULVERT
4804
8
0 490490490
4
9
0
5005
0
0
5
0
0
510
510510
5205305405505605
7
0 580580590590600600610610620620630630520
530
540
550
560570
580590
60
0 4604704
8
0
480 480490
5
0
0
C & D LIMITS
OF WASTE
PROPERTY LINE / FACILITY BOUNDARY
APPROXIMATE
MSW LANDFILL
LIMITS OF WASTE
ACCESS ROAD
525525550550575575600600625625650650UNIT 1
WETLANDS (TYP)
PROJECT NO.APPROVEDCHECKEDDRAWNDESIGNEDDATEDATEREVISIONS AND RECORD OF ISSUEBYNOAPPCKSCALE All rights reserved.Ó Joyce Engineering, Inc.DRAWING NO.L:\Granville\2017OXFORD RENEWAL\FACILITY PLAN\FP-07 LF Operations Unit 3 Phasing 1.dwg Layout=Layout10
(FEET)
GRAPHIC SCALE
600300150
0
(FEET)
GRAPHIC SCALE
600300150
UNIT 3 PHASE 1
PHASE 1 INTERMEDIATE COVER, PHASE 2 BASE GRADE
788,000 CY
UNIT 3 PHASE 3
PHASE 1 - PHASE 3 INTERMEDIATE COVER, PHASE 4 BASE GRADE
860,000 CY
0
(FEET)
GRAPHIC SCALE
600300150
UNIT 3 PHASE 2
PHASE 1 - PHASE 2 INTERMEDIATE COVER, PHASE 3 BASE GRADE
870,000 CY
0
(FEET)
GRAPHIC SCALE
600300150
NC CORP LIC: C-0782UNIT 3 PHASE 1
BASE GRADE
GRANVILLE COUNTY OXFORD LANDFILLOXFORD, NORTH CAROLINA2017FP-07
AS SHOWNLANDFILL OPERATIONSUNIT 3 PHASING PLANKWBRWHKWBEEA06/12/098/18/10REVISED PER NCDENR COMMENTS1RWHEEAKWB08/23/17SUBMIT PERMIT RENEWALRWHLBBMM9731-F SOUTHERN PINE BLVDCHARLOTTE, NC 28273PHONE: [phone].1801.11
PHASE 1
PHASE 2
PHASE 3
PHASE 4
PHASE 5
PHASE 6
550600575500
525
550
575
600
625
625
500
525
550
575
600
PHASE 7
CULVERT
CULVERT
DIVERSION
BERM
DITCH525520
530
540
550
560570
580590
60
0 580580590590600600610610620620630630
UNIT 2
UNIT 3
SB-4
SB-5
ACCESS ROAD
LIMITS OF WASTE
PROPERTY LINE / FACILITY BOUNDARY
OH
APPROXIMATE
MSW LANDFILL
LIMITS OF WASTE
C & D LIMITS OF WASTE
525550550575575600600625625650650UNIT 1
CULVERT
DITCH
CULVERT
WETLANDS (TYP)
PHASE 1
PHASE 2
PHASE 3
PHASE 4
525525550575600500
525
550
575
600
500
525
550
575
600
CULVERT
PHASE 6
DIVERSION
BERM
CULVERT
PHASE 6520
530
540
550
560570
580590
60
0
5
7
0 580580590590600600610610620620630630
UNIT 2
UNIT 3
SB-4
SB-5
ACCESS ROAD
LIMITS OF WASTE
PROPERTY LINE / FACILITY BOUNDARY
APPROXIMATE
MSW LANDFILL
LIMITS OF WASTE
C & D LIMITS OF WASTE
525550550575575600600625625650650UNIT 1
CULVERT
DITCH
WETLANDS (TYP)
PHASE 1
PHASE 2
PHASE 3
PHASE 4
PHASE 5
PHASE 6
550575600500525550575600500
525
550
575
600
DIVERSION
BERM
DITCH
CULVERT
PHASE 7 575550PHASE 8
520
530
540
550
560570
580590
60
0 580580590590600600610610620620630630
UNIT 2
UNIT 3
SB-4
SB-5
SB-7
ACCESS ROAD
LIMITS OF WASTE
PROPERTY LINE / FACILITY BOUNDARY
APPROXIMATE
MSW LANDFILL
LIMITS OF WASTE
C & D LIMITS OF WASTE
525550550575575600600625625650650CULVERT
UNIT 1
CULVERT
DITCH
WETLANDS (TYP)
PHASE 3 575550525510
500
4
9
0
PHASE 1 PHASE 2
PHASE 4
CULVERT
DIVERSION
BERM
625
600
575
550
525
500
CULVERT
LIMITS OF WASTE520
530
540
550
560570
580590
60
0 46047048
0480 480490
5
0
0 490530540550560570580580590590600600610610620620630630
UNIT 2
UNIT 3
SB-4
SB-5
ACCESS ROAD
PROPERTY LINE / FACILITY BOUNDARY
APPROXIMATE
MSW LANDFILL
LIMITS OF WASTE
C & D LIMITS OF WASTE
525550550575575600600625625650650UNIT 1
CULVERT
DITCH
CULVERT
WETLANDS (TYP)
PROJECT NO.APPROVEDCHECKEDDRAWNDESIGNEDDATEDATEREVISIONS AND RECORD OF ISSUEBYNOAPPCKSCALE All rights reserved.Ó Joyce Engineering, Inc.DRAWING NO.L:\Granville\2017OXFORD RENEWAL\FACILITY PLAN\FP-08 LF Operations Unit 3 Phasing 2.dwg Layout=Layout10
(FEET)
GRAPHIC SCALE
600300150
0
(FEET)
GRAPHIC SCALE
6003001500
(FEET)
GRAPHIC SCALE
600300150
UNIT 3 PHASE 5
PHASE 1 - PHASE 5 INTERMEDIATE COVER, PHASE 6 BASE GRADE
960,000 CY
UNIT 3 PHASE 7
PHASE 1 - PHASE 7 INTERMEDIATE COVER, PHASE 8 BASE GRADE
1,100,000 CY
UNIT 3 PHASE 6
PHASE 1 - PHASE 6 INTERMEDIATE COVER, PHASE 7 BASE GRADE
1,000,000 CY
UNIT 3 PHASE 4
PHASE 1 - PHASE 4 INTERMEDIATE COVER, PHASE 5 BASE GRADE
913,000 CY
GRANVILLE COUNTY OXFORD LANDFILLOXFORD, NORTH CAROLINA2017FP-08
AS SHOWNLANDFILL OPERATIONSUNIT 3 PHASING PLANKWBRWHKWBEEA06/12/098/18/10REVISED PER NCDENR COMMENTS1RWHEEAKWB08/23/17SUBMIT PERMIT RENEWALRWHLBBMM9731-F SOUTHERN PINE BLVDCHARLOTTE, NC 28273PHONE: [phone]
(FEET)
GRAPHIC SCALE
600300150 2660.1801.11
PHASE 1
PHASE 2
PHASE 3
PHASE 4
PHASE 5
PHASE 6
PHASE 7
PHASE 8
PHASE 9
PHASE 10625
DITCH
500
550
600
650600550500675
575
DITCH
520
530
540
550
560570
580590
60
0
580
590
600
610
620630630
UNIT 3
SB-4
SB-5
SB-7
PROPERTY LINE / FACILITY BOUNDARY
ACCESS ROAD
LIMITS OF WASTE
APPROXIMATE
MSW LANDFILL
LIMITS OF WASTE
C&D LIMITS
OF WASTE
UNIT 2
525525550550575575600600625625650650UNIT 1
WETLANDS (TYP)460PHASE 1
PHASE 2
PHASE 3
PHASE 4
PHASE 5
PHASE 6
PHASE 7
PHASE 8
PHASE 9
PHASE 10
650
600
575550525
575
625
DITCH
650600550500520
530
540
550
560570
580590
60
0
580
590
600
610
620630630
UNIT 3
SB-4
SB-5
SB-7
PROPERTY LINE / FACILITY BOUNDARY
ACCESS ROAD
LIMITS OF WASTE
APPROXIMATE
MSW LANDFILL
LIMITS OF WASTE
C&D LIMITS
OF WASTE
UNIT 2
525525550550575575600600625625650650UNIT 1
WETLANDS (TYP)500550600650600550500PHASE 7 700475
PHASE 6
PHASE 11
PHASE 1
PHASE 2
PHASE 3
PHASE 4
PHASE 5
PHASE 8
PHASE 9
PHASE 10
DITCH
DITCH
725520
530
540
550
560570
580590
60
0
580
590
600
610
620
UNIT 3
SB-4
SB-5
SB-6
SB-7
PROPERTY LINE / FACILITY BOUNDARY
ACCESS ROAD
LIMITS OF WASTE
UNIT 4
PHASE 1
APPROXIMATE
MSW LANDFILL
LIMITS OF WASTE
C&D LIMITS
OF WASTE
UNIT 2
CULVERT
525525550550575575600600625625650650DITCH
UNIT 1
WETLANDS (TYP)
PHASE 1 PHASE 2
PHASE 3
PHASE 4
PHASE 5
PHASE 6
PHASE 7
PHASE 8
PHASE 9
500
550
600
500550600DITCH460 DIVERSION
BERM
DITCH
575CULVERT650 600650625520
530
540
550
560570
580590
60
0
580
590
600
610
620630630
UNIT 3
SB-4
SB-5
SB-7
PROPERTY LINE / FACILITY BOUNDARY
ACCESS ROAD
LIMITS OF WASTE
APPROXIMATE
MSW LANDFILL
LIMITS OF WASTE
C&D LIMITS
OF WASTE
UNIT 2
525525550550575575600600625625650650UNIT 1
WETLANDS (TYP)
PROJECT NO.APPROVEDCHECKEDDRAWNDESIGNEDDATEDATEREVISIONS AND RECORD OF ISSUEBYNOAPPCKSCALE All rights reserved.Ó Joyce Engineering, Inc.DRAWING NO.L:\Granville\2017OXFORD RENEWAL\FACILITY PLAN\FP-09 LF Operations Unit 3 Phasing 3.dwg Layout=Layout10
(FEET)
GRAPHIC SCALE
600300150
0
(FEET)
GRAPHIC SCALE
600300150
0
(FEET)
GRAPHIC SCALE
600300150
UNIT 3 PHASE 9
PHASE 1 - PHASE 9 INTERMEDIATE CAP, PHASE 10 BASE GRADE
1,200,000 CY
UNIT 3 PHASE 11
PHASE 1 - PHASE 11 INTERMEDIATE COVER
590,000 CY
0
(FEET)
GRAPHIC SCALE
600300150
UNIT 3 PHASE 10
PHASE 1 - PHASE 10 INTERMEDIATE CAP, PHASE 11 BASE GRADE
1,260,000 CY
UNIT 3 PHASE 8
PHASE 1 - PHASE 8 INTERMEDIATE COVER, PHASE 9 BASE GRADE
1,109,000 CY
GRANVILLE COUNTY OXFORD LANDFILLOXFORD, NORTH CAROLINA2017FP-09
AS SHOWNLANDFILL OPERATIONSUNIT 3 PHASING PLANKWBRWHKWBEEA06/12/098/18/10REVISED PER NCDENR COMMENTS1RWHEEAKWB08/23/17SUBMIT PERMIT RENEWALRWHLBBMM9731-F SOUTHERN PINE BLVDCHARLOTTE, NC 28273PHONE: [phone].1801.11
UNIT 3
UNIT 4
PHASE 1
UNIT 1
UNIT 2
SB-6
SB-5
475
DITCH
CULVERT
CULVERT
CULVERT DIVERSION
BERM
520
530
540
550
560570
580590
60
0
C&D LIMITS OF WASTE
SB-7525 550
550575
575600600
625625
650650
675
675700700
725
725525525550550575575600600625625650650OH
OH
OH
APPROXIMATE
MSW LANDFILL
LIMITS OF WASTE
SEDIMENT
BASIN SB-2
SEDIMENT
BASIN SB-3
SB-4
PROPERTY LINE / FACILITY BOUNDARY
ACCESS ROAD
LIMITS OF WASTE
WETLANDS (TYP)
LIMITS OF WASTE
PHASE 1
PHASE 2
UNIT 2
SB-6
SB-5
SB-4
DITCH
500
500
525
550
575
UNIT 1
520
530
540
550
560570
580590
60
0
UNIT 3
UNIT 4
C&D LIMITS OF WASTE
SB-7525 550
550575
575600600
625625
650650
675
675700700
725
725525525550550575575600600625625650650OH
OH
OH
OH
APPROXIMATE
MSW LANDFILL
LIMITS OF WASTE
SEDIMENT
BASIN SB-2
SEDIMENT
BASIN SB-3
SB-4
PROPERTY LINE / FACILITY BOUNDARY
ACCESS ROAD
LIMITS OF WASTE
WETLANDS (TYP)
UNIT 2
SB-6
SB-5
600
575
550
500
475
500
525
550
575
UNIT 1
DITCH
525
520
530
540
550
560570
580590
60
0
PHASE 1
PHASE 2 UNIT 3
UNIT 4
C&D LIMITS OF WASTE
SB-7525 550
550575
575600600
625625
650650
675
675700700
725
725525525550550575575600600625625650650OH
OH
OH
OH
APPROXIMATE
MSW LANDFILL
LIMITS OF WASTE
SEDIMENT
BASIN SB-2
SEDIMENT
BASIN SB-3
SB-4
PROPERTY LINE / FACILITY BOUNDARY
ACCESS ROAD
LIMITS OF WASTE
WETLANDS (TYP)
PROJECT NO.APPROVEDCHECKEDDRAWNDESIGNEDDATEDATEREVISIONS AND RECORD OF ISSUEBYNOAPPCKSCALE All rights reserved.Ó Joyce Engineering, Inc.DRAWING NO.L:\Granville\2017OXFORD RENEWAL\FACILITY PLAN\FP-10 LF Operations Unit 4 Phasing_recover.dwg Layout=Layout10
(FEET)
GRAPHIC SCALE
600300150
0
(FEET)
GRAPHIC SCALE
600300150
UNIT 4 PHASE 1
PHASE 1 INTERMEDIATE COVER, PHASE 2 BASE GRADE
1,280,000 CY
UNIT 4 PHASE 2
PHASE 1 - PHASE 2 INTERMEDIATE COVER
1,400,000 CY
0
(FEET)
GRAPHIC SCALE
600300150
UNIT 4 PHASE 1
BASE GRADE
GRANVILLE COUNTY OXFORD LANDFILLOXFORD, NORTH CAROLINA2017FP-10
AS SHOWNLANDFILL OPERATIONSUNIT 4 PHASING PLANKWBRWHKWBEEA06/12/098/18/10REVISED PER NCDENR COMMENTS1RWHEEAKWB08/23/17SUBMIT PERMIT RENEWALRWHLBBMM9731-F SOUTHERN PINE BLVDCHARLOTTE, NC 28273PHONE: [phone].1801.11
PREPARED FOR: GRANVILLE COUNTY 6584 LANDFILL ROAD OXFORD, NORTH CAROLINA 27565
OXFORD LANDFILL GRANVILLE COUNTY, NORTH CAROLINA
PERMIT NO. 39-01
MSW LANDFILL PERMIT RENEWAL
OPERATIONS PLAN

Rev. September 2014 Rev. November 2015 AUGUST 2017
PREPARED BY:
9731-F SOUTHERN PINE BLVD CHARLOTTE, NORTH CAROLINA 28273 PHONE: [phone] FAX: [phone]
WWW.JOYCEENGINEERING.COM JEI PROJECT NO. 660.1802.11 NORTH CAROLINA CORPORATE LIC: C-0782
Operations Plan i Joyce Engineering Oxford MSW Landfill Permit Renewal Rev. September 2014, Rev. November 2015 Granville County, North Carolina Revised August 2017
OPERATIONS PLAN
TABLE OF CONTENTS 1.0 GENERAL ...........................................................................................................................1
2.0 OPERATIONS DRAWINGS ..............................................................................................1 2.1 Existing Conditions ..............................................................................................................1 3.0 GENERAL OPERATING CONDITIONS ..........................................................................2 3.1 Hours of Operation ..............................................................................................................2 3.2 Site Access and Safety .........................................................................................................2
3.3 Waste Acceptance ................................................................................................................3 3.3.1 MSW Landfill ................................................................................................................3 3.4 Prohibited Waste ..................................................................................................................4 3.5 Special Wastes .....................................................................................................................5 3.6 Litter Control .......................................................................................................................6
3.7 Equipment ............................................................................................................................7 3.8 Air Quality ...........................................................................................................................7 3.9 Dust, Odor, Fire and Vector Control ...................................................................................7 3.10 Scavenging/Salvaging ....................................................................................................8 3.11 Type 1 Composting Facility ............................................................................................8
3.11.1 Waste Quantities ............................................................................................................8 3.11.2 Design Considerations ...................................................................................................9 3.11.3 Operations ......................................................................................................................9 3.11.4 Waste Acceptance Rule .1406 (6) .............................................................................10 3.11.5 Monitoring Requirements Rule .1406 (9) ...................................................................10
3.11.6 Temperature Parameters Rule .1406 (10) ..................................................................11 3.11.7 Addition of Nitrogen Bearing Materials Rule .1406 (13) ............................................11 3.11.8 Classification/Distribution of MSW Compost Products Rule .1407 ..........................11 4.0 RANDOM WASTE SCREENING PROGRAM ...............................................................12
4.1 Authority ............................................................................................................................12
4.2 Random Selection ..............................................................................................................12 4.3 Record Keeping .................................................................................................................13 4.4 Training ..............................................................................................................................13 4.5 Inspection Site Location ....................................................................................................13
4.6 Action Plan.........................................................................................................................13
5.0 SUBCELL PROGRESSION AND WASTE PLACEMENT ............................................14 5.1 MSW Landfill ....................................................................................................................14 5.1.1 Subcell Progression ......................................................................................................14 5.1.2 Waste Placement and Compaction ...............................................................................15
5.1.3 Filling Operations ........................................................................................................15
5.1.4 Daily Cover ..................................................................................................................15 5.1.5 Intermediate Cover.......................................................................................................15 5.1.6 Alternate Cover Material .............................................................................................16
Operations Plan ii Joyce Engineering Oxford MSW Landfill Permit Renewal Rev. September 2014, Rev. November 2015 Granville County, North Carolina Revised August 2017
6.0 ENVIRONMENTAL MONITORING PROGRAMS ......................................................16 6.1 Water Quality .....................................................................................................................16
6.2 Landfill Gas .......................................................................................................................16 7.0 EROSION AND SEDIMENT CONTROL REQUIREMENTS........................................16 8.0 RECORD KEEPING REQUIREMENTS .........................................................................16 9.0 LEACHATE MANAGEMENT PLAN FOR UNIT 2, PHASE 1 MSW LANDFILL ......17 9.1 Maintenance of the Leachate Collection System ...............................................................17
9.2 Leachate Generation Records ............................................................................................17 9.3 Leachate Monitoring ..........................................................................................................18 9.4 Leachate Disposal ..............................................................................................................18 9.5 Contingency Plan for Extreme Conditions ........................................................................18 9.6 Handling Leaks and Stormwater in the Leachate Collection Tank Area ...........................18
9.7 Operations in the Leachate Loadout Area .........................................................................19 10.0 CONTINGENCY PLAN ...................................................................................................19 10.1 Implementation..............................................................................................................19 10.2 Inoperable Periods .........................................................................................................19 10.3 Emergency Response Procedures ..................................................................................20
10.4 SEVERE WEATHER CONDITIONS ..........................................................................22

APPENDICES

Appendix 1 Random Waste Screening Program Forms
Appendix 2 POTW Approval Documentation
Appendix 3 Tarp Data Sheet
Appendix 4 Temperature Log Data Sheet
Appendix 5 Compost End User Brochure
Appendix 6 USDA Work Plan from Cooperative Service Agreement
Appendix 7 Fire Occurrence Notification Form

DRAWINGS Drawing No. OP-T Title Sheet Drawing No. OP-L Legend and General Notes
Drawing No. OP-01 Existing Conditions
Drawing No. OP-02 Site Development Plan Drawing No. OP-03 Phasing Plan

Operations Plan 1 Joyce Engineering Oxford MSW Landfill Permit Renewal Rev. September 2014, Rev. November 2015 Granville County, North Carolina Revised August 2017
1.0 GENERAL The Operation Plan describes how the design and construction plans will be implemented during the life of the facility. The plan consists of drawings and accompanying text which illustrate existing conditions, cell progression, waste placement and daily operations, leachate management,
special waste management, buffer zones and soil borrow procedures.
The Oxford Landfill is owned and operated by Granville County. The landfill property is located at 6584 Landfill Road, Oxford, North Carolina, approximately 4 miles north of Oxford, North Carolina. The facility is north of the Oxford Outer Loop between Little Satterwhite Road and
Highway 15 off of Sterl Carrington Road. The disposal area is located on a slight topographic
high that slopes downward in all directions. Surface water flow is towards drainage features which eventually flow north to the Little Grassy Creek. The area to be served by the facility includes Granville County and the surrounding counties of
Durham, Franklin, Person, Vance and Wake. The municipalities of Oxford, Butner, Creedmoor,
Stem and Stovall will also be served. The intent of this facility is to accommodate waste from Granville County and minor overflow waste from the surrounding counties. Therefore, waste generation trends solely from Granville County were used to develop projected disposal rates.
The landfill property is approximately 397.73 acres. The site consists of an existing C&D landfill
(Permit No. 39-01) on top of a closed MSW landfill covering approximately 29 acres, and an existing MSW Landfill (Unit 2, Phase 1) covering approximately 11 acres. Granville County ceased accepting C&D waste in Unit 1 (C&D Landfill) in December 2016. Other areas at the facility include a convenience center, collection of scrap tires, and white goods for off-site
recycling or disposal. Ancillary facilities such as a scale house and maintenance building are also
located on the site. The MSW facility consists of 3 Units (157.8 acres). Unit 2 contains 5 phases, Unit 3 contains 11 phases, and Unit 4 contains 2 phases. This application is for a renewal of the Permit to Operate Unit 2, Phase 1 of the MSW landfill.
Currently, an average of 194 tons of MSW is managed daily at the landfill, based on a five-day
week and 7 holidays, or 253 days per year. This includes the C&D waste being disposed in Unit 2, Phase 1 of the MSW landfill. 2.0 OPERATIONS DRAWINGS 2.1 Existing Conditions
The site existing conditions is presented on Drawing No. OP-01 and currently includes the following components:
 A C&D landfill over closed unlined MSW landfill (Permit No. 39-01-1997). The C&D
landfill ceased accepting waste in December 2016, and Granville County is currently
waiting on the Closure Plan approval to initiate bidding and closure construction activities to officially close the landfill.
 Active MSW landfill Unit 2, Phase 1 (Permit No. 39-01-2012).
Operations Plan 2 Joyce Engineering Oxford MSW Landfill Permit Renewal Rev. September 2014, Rev. November 2015 Granville County, North Carolina Revised August 2017
 Convenience center (drop-off area for recyclables and waste).
 Office and maintenance building.
 Weighing scales.
 Tire collection area.
 White goods collection area.
 Land clearing debris collection area.
 Yard trash collection and compost area.
 Solar farm. The drawing also shows the limits of the existing waste disposal area, the environmental monitoring system, the landfill entrance road, landfill access and perimeter roads, scalehouse, and office. Current topography for the property is shown, as well as the neighboring residence and
wells, the 300-foot buffer from the property line, and other site features.
Borrow areas will be located in future Units 2, 3, & 4.
3.0 GENERAL OPERATING CONDITIONS
3.1 Hours of Operation
The MSWLF will operate Monday through Friday. The operation hours are 7:30 a.m. to 4:00 p.m., but may be adjusted slightly due to fluctuations in the waste stream, or other unforeseen conditions. Brush, metal, and tires are accepted Monday through Friday and 8:00 a.m. to 12:00 p.m. on Saturday unless altered by the County Board of Commissioners. The MSWLF will be closed on
the following major holidays: New Year’s Day, Good Friday (close at 12:00 pm), Memorial Day, July 4th, Labor Day, Thanksgiving Day, Christmas Eve, and Christmas Day. An entrance sign has been posted noting operating hours. Holiday closings are advertised in the local paper and notices posted at the entrance ten days prior to the holiday.
3.2 Site Access and Safety Limiting access to the landfill facility is important for the following reasons:
• Unauthorized and illegal dumping of wasted materials is prevented;
• Trespassing, and injury resulting there from, is discouraged; and
• The risk of vandalism is greatly reduced. Access to active areas of the landfill will be controlled by a combination of fences and natural
barriers such as the creeks. Access to the facility is controlled through one entrance along Landfill Road, which has secure gates to prevent access after operating hours. A large sign containing the information required in Rule .1626(6) (i.e. dumping procedures, hours, permit number, etc.) is posted at the facility entrance. Waste collection vehicles are weighed in (and out if tare weights are not on file for the vehicle) at the existing scale.
Signs have been posted directing traffic to separate areas for the collection of tires, white goods, yard waste, and other recyclable goods, and the MSW active landfill area.
Operations Plan 3 Joyce Engineering Oxford MSW Landfill Permit Renewal Rev. September 2014, Rev. November 2015 Granville County, North Carolina Revised August 2017
During the hours of operation, traffic is routed from the entrance gate and scale house via a gravel access road to the MSWLF. The roads shall be maintained to remain passable during all weather
conditions. The cell access roads will change in location as the working face moves both horizontally and vertically with the progression of waste fill. The slopes of cell access roads at maximum fill heights should not exceed 10%. An attendant is on duty at the scalehouse at all times during the operating hours.
Frequent inspections of the access roads, gates and fences will be performed by landfill personnel. Landfill personnel will maintain the approved access road conditions, as well as, monitor the accessibility to monitoring points. Evidence of trespassing, vandalism, or illegal operation will be reported to the County Sheriff.
3.3 Waste Acceptance The landfills will accept only those solid wastes included in their current permits, including household, commercial, construction and demolition debris, land clearing and inert debris, and industrial solid wastes. These are defined in Rule .1602 for the MSW landfill as follows:
3.3.1 MSW Landfill
• Household waste means any solid waste derived from households including single and multiple
residences, hotels and motels, bunkhouses, ranger stations, crew quarters, campgrounds, picnic grounds, and day-use recreation areas.
• Commercial solid waste means all types of solid waste generated by stores, offices, restaurants,
warehouses, and other nonmanufacturing activities, excluding residential and industrial
wastes.
• Construction and Demolition Debris Waste means solid waste generated solely from the construction, remodeling, repair, or demolition operations on pavement and building
structures.
• Land Clearing and Inert Debris means solid waste created during land clearing including untreated wood, yard trash, uncontaminated soils and rock.

• Solid waste generated by mobile or modular home manufacturers and asphalt shingle manufacturers in Granville County.
• Industrial solid waste means solid waste generated by manufacturing or industrial processes that is not a hazardous waste regulated under Subtitle C of RCRA. Such waste may include, but is not limited to, waste resulting from the following manufacturing processes: electric power generation; fertilizer/agricultural chemicals; food and related products/by-products;
inorganic chemicals; iron and steel manufacturing; leather and leather products; nonferrous
metals manufacturing/ foundries; organic chemicals; plastics and resins manufacturing; pulp and paper industry; rubber and miscellaneous plastic products; stone, glass, clay, and concrete
Operations Plan 4 Joyce Engineering Oxford MSW Landfill Permit Renewal Rev. September 2014, Rev. November 2015 Granville County, North Carolina Revised August 2017
products; textile manufacturing; transportation equipment; and water treatment. This term does not include mining waste or oil and gas waste.
Neither spoiled food, hatchery waste, nor other animal waste is intended to be received in quantities large enough to be problematic for operations. In the event that such wastes are received, they will be immediately buried and covered with a thick layer of soil followed by non-putrescible municipal solid waste. If asbestos waste is received, it will be managed in accordance with 40
CFR 61. The waste will be disposed at the bottom of the working face and covered immediately with soil in a manner that will not cause asbestos particles to become airborne. 3.4 Prohibited Waste
A sign is posted at the landfill gate (see Section 3.2 above) that reads "No hazardous or liquid waste accepted without written permission from the Division of Solid Waste Management". The MSW landfill will not accept:
• Hazardous waste as defined within 15A NCAC 13A, including hazardous waste from conditionally exempt small quantity generators;
• Polychlorinated biphenyl (PCB) wastes as defined in 40 CFR 761;

• Liquid wastes (i.e., any waste material that is determined to contain "free liquids" as defined by SW-846 Method 9095 (Paint Filter Liquids Test), unless the waste is household waste other than septic waste or waste oil, or leachate or gas condensate derived from the landfill managed in accordance with Rule .1626(9);

• Barrels and drums unless they are empty and sufficiently perforated, except fiber drums containing asbestos;
• Wooden pallets (applies to MSW landfill only);
• Discarded computer equipment and televisions (effective July 1, 2011)

• Other wastes specifically banned from landfill disposal by rule or statute for MSW landfill, such as lead acid batteries, whole tires, used oil, oyster shells, or aluminum cans. In addition to the prohibited waste, the landfills will not dispose of yard waste, white goods,
antifreeze, whole scrap tires, recyclable plastic and beverage containers, and motor vehicle oil filters. The County will notify the Division within 24 hours of attempted disposal of any waste the landfill is not permitted to receive, including waste from outside the area the landfill is permitted to serve.
The waste screening program is described later in this Operation Plan.
Operations Plan 5 Joyce Engineering Oxford MSW Landfill Permit Renewal Rev. September 2014, Rev. November 2015 Granville County, North Carolina Revised August 2017
3.5 Special Wastes
The facility accepts “special wastes” such as tires and white goods but separates these wastes from the general disposal area.

Tires Tires are received from residential and commercial customers. Tire counts are verified by observation and/or North Carolina Tire Certification Form (for customers with 6 or more tires). Customers are directed to the tire disposal area located north of the scale house as noted on
Drawing No. OP-01. Tires are disposed of by customers on to the ground. Weekly, the tires are
loaded into an open top trailer. The County contracts with Central Carolina Holdings for recycling and/or disposal of the tires that are collected on-site. Central Carolina Holdings changes out the trailer as needed with a maximum time of 10 calendar days between trailers. Tires are currently hauled to and processed in Cameron, North Carolina.

White Goods Customers with white goods and/or scrap metal are directed to the white goods area located north of the scale house as shown on Drawing No. OP-01. Customers place white goods and scrap metal in the unloading area. Freon containing devices are off loaded to the northwest corner of the pad
where a licensed contractor, Huff’s Soil Conservation, for Freon removal performs the recovery
of Freon. The contractor marks appliances that have undergone Freon removal with an “X”. Records of Freon removal or damaged Freon lines are kept at the scalehouse. The appliance is then stockpiled with the other metals. The metals are stored on-site until they are removed to a recycling facility. Removal of white goods and scrap metal are usually bid out on a $/ton basis.
Market conditions and the contractor determine the scrap yard which can range from Winston
Salem, NC to Norfolk, Va. The County handles approximately 4 tons of metals for recycling per month. Land Clearing Debris
The County receives land clearing debris from Granville County and the surrounding counties of
Durham, Franklin, Person, Vance and Wake. The municipalities of Oxford, Butner, Creedmoor, Stem and Stovall will also be served. Land clearing debris consists of solid waste generated solely from land clearing activities.
The facility receives on average 45 tons of this type of waste per month. This material is stockpiled
and ground as needed. Once ground, the material is used on site for erosion control. The land clearing debris area is located east of Unit 1 and south of Unit 2 as shown on Drawing No. OP-01.

Asbestos Waste Management The Oxford facility may dispose of asbestos within the MSW landfill. Asbestos will only be accepted if it has been processed and packaged in accordance with State and Federal (40 CFR 61) regulations. Asbestos will arrive at the site during morning operating hours in vehicles that contain
only the asbestos waste and only after a minimum 24-hour advance notification by the generator.
Operations Plan 6 Joyce Engineering Oxford MSW Landfill Permit Renewal Rev. September 2014, Rev. November 2015 Granville County, North Carolina Revised August 2017
Once the hauler brings the asbestos to the landfill, the hauler will be directed to the designated
asbestos disposal area by operating personnel. The designated disposal area will be prepared by operations personnel by leveling a small area using a dozer or loader. Prior to disposal, the landfill operators will stockpile cover soil near the designated asbestos disposal area. The volume of soil stockpile will be sufficient to cover the waste and provide any berms, etc. to maintain temporary separation from other landfill traffic.
Once placed in the prepared area, the asbestos will be covered with a minimum of 18 inches of daily cover soil placed in a single lift. The surface of the cover will be compacted and graded using a track dozer or loader. The landfill compactor will be prohibited from operating over asbestos disposal areas until at least 18 inches of cover are in place.
The landfill staff will visually record the approximate location and elevation of asbestos waste once cover is in-place. The Solid Waste Director will then review pertinent disposal and location information to assure compliance with regulatory requirements and enter the information into the Operating Record. Asbestos location information is known by landfill staff and available to the
Department upon request. Once disposal is completed, the area may be covered with waste. No excavation into designated asbestos disposal areas will be permitted.
Recyclables The landfill’s convenience center also collects household recyclables such as aluminum cans, steel cans, newspaper, motor oil, vegetable oil, antifreeze, glass, PET Plastics, and cardboard. Used oil is picked up by Noble Oil when the facility has collected 350 gallons.
The facility name, physical address, permit number (if applicable), phone number and/or email address for current contractors being used for transporting, treating, processing, and/or disposing of recyclable material will be maintained in the facility Operating Record.
Sludge
The landfill may accept wastewater treatment sludges in accordance with the following conditions:
• Co-disposal with waste in a permitted MSW landfill facility; or
• Utilized as a soil conditioner and incorporated into or applied onto the vegetative growth
layer but in no case greater than six inches; Additional information about the facility’s management of special waste can be found in the Granville County Solid Waste Management Plan.
3.6 Litter Control Prompt compaction of the waste at the working face will be the first method used to control blowing litter. Temporary fences and/or dikes may be constructed to contain windblown material
Operations Plan 7 Joyce Engineering Oxford MSW Landfill Permit Renewal Rev. September 2014, Rev. November 2015 Granville County, North Carolina Revised August 2017
during operations. In addition, landfill personnel will pick up windblown litter as necessary each working day and return it to the working face.
3.7 Equipment Equipment will be needed for spreading and compacting wastes, hauling, spreading and compacting cover material, for support functions such as access road construction and maintenance, dust control, mud control and drainage channel excavation. The following table outlines the equipment, personnel, and working face requirements necessary for the proper operation of the facility, based on average waste intake rates.
TABLE 1
EQUIPMENT AND PERSONNEL GUIDE
Average Waste Intake Range (tons/day*)
Required Equipment Type and Use
Minimum Operating Units Required
Minimum Personnel Required per Shift
0-500 Water Dispersion Equipment Dozer (spread refuse and cover, compact waste, berm construction) Compactor (compact waste and cover material) Truck and or scraper pans (haul refuse and cover material) Excavator (optional - excavate soil if pan not used) Scales
1 1 1 2 1 1
Scale Operators: 1 Equipment Operators: 3 Maintenance Workers: 1 Laborers: 1
500-1,000 Water Dispersion Equipment Dozer (spread refuse and cover, compact waste, berm construction) Compactor (compact waste and cover material) Truck and or scraper pans (haul refuse and cover material) Excavator (optional - excavate soil if pan not used) Scales
1 2 2 2 1 1
Scale Operators: 1 Equipment Operators: 4 Maintenance Workers: 1 Laborers: 1
Notes: 1. Dozer, Compactor, Truck, and Excavator (or Loader), and Water Dispersion Equipment sizes will vary to match operating needs. Each piece of equipment is matched with one or more operators to meet personnel needs over the daily operating period. 2. Equipment calculations are based on 10-hour operations and Bomag 671 Compactor (weight 70,000 lbs. min.), and CAT Track-Type Tractor (dozer) type D-7 (55,000 lbs. min) in combination with CAT tracked loader model 973 (58,000 lbs. min.) typical. 3. In the event that operations are for other than 10 hours, equipment needs will be adjusted proportionally. The amount of equipment on site should provide the necessary backup in the event of an emergency situation. 3.8 Air Quality
The facility will maintain all necessary compliance with the Division of Air Quality. Open burning
of waste, including yard waste and brush, is prohibited at the landfill. 3.9 Dust, Odor, Fire and Vector Control
To minimize dust related to waste hauler traffic, road surfaces are sprayed with water from a water
truck as needed during windy, dry weather.
Operations Plan 8 Joyce Engineering Oxford MSW Landfill Permit Renewal Rev. September 2014, Rev. November 2015 Granville County, North Carolina Revised August 2017
Odors and disease vectors will be controlled by promptly covering the waste at the working face, and by use of the daily cover. Daily cover is described in more detail in a subsequent section.
Incoming loads of waste are observed by site operators and scalehouse attendants for evidence of fire such as flames, smoke, or the odor of burning material. Inspections will be conducted in a designated area near the working face of the landfill. Burning loads will be extinguished before dumping if possible. The waste will be removed or segregated from other waste in the disposal
area. The landfill operator will perform an evaluation of the situation to determine whether the fire can be extinguished using fire extinguishers or other equipment present at the site, or if off-site equipment will be needed. If necessary, the local fire department will be called to render assistance in extinguishing the fire. Fires that occur at the landfill will be reported verbally to the Division within 24 hours and in writing within 15 days. A copy of the Fire Occurrence Notification
Form is in Appendix 7. If a fire occurs at the waste disposal area, the operator first observing the fire will immediately radio the landfill office to report the size of the fire and request backup. If possible, the waste will be removed or segregated from other waste in the disposal area. Following segregation, the
situation will again be evaluated to determine whether or not additional assistance will be necessary from off-site emergency personnel and handled as described above. Fire extinguishers are located on each piece of equipment on site. Equipment operators are trained annually in the use of these extinguishers. Fire extinguishers will be used for small, localized fires.
A stockpile of soil is maintained near the working face to be used for extinguishing small surface fires that may be too large to control with the fire extinguishers carried on the landfill equipment. Emergency personnel will be notified in the case of fires too large to be extinguished with fire extinguishers or soil as described above. Water contained in sedimentation ponds can serve as emergency reservoirs to aid local firefighters in the extinguishing of larger fires.
3.10 Scavenging/Salvaging The unauthorized removal of waste, or scavenging, is prohibited at the landfill. Landfill personnel
may remove recyclable salvageable materials and process them through the County’s recycling
program. 3.11 Type 1 Composting Facility 3.11.1 Waste Quantities
The County receives yard trash from Granville County and the surrounding counties of Durham,
Franklin, Person, Vance and Wake. The municipalities of Oxford, Butner, Creedmoor, Stem and Stovall will also be served. This waste consists of solid waste resulting from landscaping and yard maintenance such as brush, grass, tree limbs, and similar vegetative material. The composting facility covers approximately 1.9 acres.
Accurate records of incoming waste should be kept at the scalehouse. These records should differentiate between loads of brush, clean wood, and loads of leaves or grass clippings.
Operations Plan 9 Joyce Engineering Oxford MSW Landfill Permit Renewal Rev. September 2014, Rev. November 2015 Granville County, North Carolina Revised August 2017
3.11.2 Design Considerations
Design Capacities and Product Quality The facility currently receives an average of 43 tons per year of yard trash. This material is windrowed as received. The following table summarizes the design criteria used to verify adequate space at the facility for the composting operation. As a factor of safety, it was assumed that the density of the product remains the same as the incoming waste stream. Total waste stream (by weight) 43 tons (annual) Density (assumed average) 500 lb/cubic yard
Composting waste stream (by volume) 172 cubic yards
Cross-section windrow 2' (top) x 15' (base) x 4' (ht) 34 square feet Total length windrow required 10 feet At 10' length 1 windrow needed annually With 15' base and 10' aisle, total acreage required 0.006 acres maximum
(running 1 windrow at a time)
The site is designed with a working area for the Type 1 facility of approximately 0.15 acres as illustrated on Drawing No. OP-01. Sufficient room is available for the operation of 2 windrows.
Site Plan
The composting facility is located north of the scalehouse. The location is shown on Drawing No. OP-01.
3.11.3 Operations
General Description
Incoming yard trash is weighed and directed to the yard trash collection and composting area. The yard trash is stockpiled and moved by landfill personnel into the windrow. The yard trash is formed into windrows using a front end loader. The windrows are spaced approximately 10 feet
apart and each has a east/west orientation and the following geometry: 4 feet high x 15 feet wide
at base x 2 feet wide at top. An aisle of 25’ is maintained on the east side of the windrows for emergency access.
Once the windrow is formed, it will be turned several times using a front end loader to mix the materials. If necessary, water will be added as the windrow is constructed and then periodically during the stabilization process. The pile will be sprayed as it is turned on an as needed basis. For optimum composting the moisture should be maintained between 45% and 60%. Dryer than 45% and the microbial action is slowed; higher than 60% and the material becomes difficult to handle and difficult to aerate.
Operations Plan 10 Joyce Engineering Oxford MSW Landfill Permit Renewal Rev. September 2014, Rev. November 2015 Granville County, North Carolina Revised August 2017
The temperatures are taken at a minimum of each third (3 separate places) of the windrow. It is
suggested that the temperature be controlled by turning (aerating) to assure that the compostable material is maintained at an optimum range for decomposition (between 104oF and 113oF) and then allowed to elevate to 131oF where it must be maintained for a period of 3 consecutive days
as required by Rule .1406(10). When the temperature within the windrow falls below 120oF –
130oF during the final stages of composting, the windrow is turned. Windrow construction and turning frequency will be sufficient to maintain aerobic conditions to produce a compost product
in the desired time frame. Separate records are kept for each windrow. Once a windrow is
constructed, it is assigned an I.D. number and folder which are used over the lifespan of the windrow. Every time windrow data is taken, it is documented and logged in the folder. A nitrogen source may be added to the yard waste as needed to promote the compost process. The County uses calcium nitrate when necessary. The calcium nitrate is spread by hand and
mechanically mixed.
The process of stabilization is expected to take 3 days. The final time frame is a function of
material density, material type, moisture and operational controls.
Once the windrow begins to cool indicating stabilization, the County screens the material and the larger particles are reused in the process or used as woodchips or mulch. By keeping the coarser materials in the compost, it enables more oxygen to get into the windrows and produces more
compost in the finished product. The compost is now stockpiled. Depending on the end use requirements, the compost may be screened again prior to stockpiling if a finer screen is available. The larger particles would be either reused in the process or used as a coarser product.
If the material is free of sharp particles, has no offensive odor, and has minimal pathogens, it may be used in an unrestricted way.
Once the compost meets the regulatory requirements for distribution to the public, it can be
released for use. As the public obtains the material they must be given the information indicated
in Section 3.11.8. 3.11.4 Waste Acceptance Rule .1406 (6) The Type 1 compost facility will accept only grass, leaves, brush, tree limbs, and similar vegetative material. No municipal solid waste (MSW), hazardous waste, asbestos containing waste, land clearing debris, or medical waste shall be accepted at the facility. The County accepts yard trash in a non-bagged state or in approved biodegradable bags. Deliveries are monitored at the site. The County anticipates little contamination of the material.
3.11.5 Monitoring Requirements Rule .1406 (9) The windrows are monitored for temperature daily. A log will be kept of all temperature readings, which includes the location of the probes. A copy of the temperature log is contained in Appendix 4.
Operations Plan 11 Joyce Engineering Oxford MSW Landfill Permit Renewal Rev. September 2014, Rev. November 2015 Granville County, North Carolina Revised August 2017
Moisture should be kept in the range of 45% - 60%. Water should be added as required to stay within this range. Temperature will be monitored daily until readings of 131°F are achieved for
three (3) consecutive days. To monitor temperature, the probe should be inserted 12"- 24" every
50' along the windrow at a 45° - 90° angle.
3.11.6 Temperature Parameters Rule .1406 (10) For Type I facilities, the compost process must be maintained at or above 55°C (131°F) for 3 consecutive days and aerated to maintain elevated temperatures.
3.11.7 Addition of Nitrogen Bearing Materials Rule .1406 (13) Nitrogen compounds may be added as necessary to adjust the nutrient balance for optimum product development. Only approved waste materials (i.e. grass clippings, leaves) or chemical compounds
may be added. Nitrogen rich materials can decompose rapidly and cause odor problems. Materials such as grass clippings must be incorporated into the process as soon as possible.
To determine if nitrogen is necessary, the carbon to nitrogen ratio should be calculated. For proper
composting, this ratio should be greater than 25:1, but less than 40:1 at the start of composting.
Incoming materials have the following estimated ratios:
• Grass clippings 12 - 15:1 • Dry leaves 40:1 • Paper and wood 200:1 • Sawdust 200 - 500:1
Thus, adjustment may be necessary after grinding, screening and blending the feedstock materials.

3.11.8 Classification/Distribution of MSW Compost Products Rule .1407
Requirements For unrestricted use, the finished Type I compost must meet the following criteria:
• Minimal pathogenic organisms
• Free from offensive odors • Containing no sharp particles
• Man-made inerts do not exceed 1 inch in size
If these criteria are met then the finished compost material will be marketed to residents of the County and surrounding areas with directions provided.
Labeling When the Type 1 compost material is to be marketed to the public, sufficient information should
be provided to the public to:
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• Inform users of the benefits of using compost
• Advise users on suggested uses of product
• Inform users of cautions in using product
• Inform users of composition of the material including nutrients and contaminants
• Inform users of source of feedstock
Appendix 5 includes samples of informative brochures that may be provided to the end user. 4.0 RANDOM WASTE SCREENING PROGRAM
4.1 Authority
The following “Random Waste Screening Program” has been developed in accordance with North
Carolina's Solid Waste Management Regulations, Rule .0544(e) and .1626(1)(f) for the landfill.
The program is primarily used to detect hazardous waste that is mixed with waste. However, the same methodology can be used to keep hazardous wastes and prohibited wastes out of the landfill. Key elements addressing waste screening are as follows:
No hazardous or liquid wastes as defined in 15A NCAC 13A, municipal solid
waste, or materials offering an undue hazard to landfill personnel or the landfill operations shall be accepted at the landfill except as specifically authorized by the facility permit or by the Division. The owner or operator has implemented an inspection program to detect and prevent disposal of unpermitted wastes, hazardous
and liquid wastes, and polychlorinated biphenyls (PCB). This program includes, at
a minimum:
 Random inspections of incoming loads, unless the owner or operator takes other steps to ensure that incoming loads do not contain municipal solid waste, regulated hazardous
or liquid wastes, or PCB wastes;
 Records of any inspections;
 Training of facility personnel to recognize municipal solid waste, regulated hazardous or liquid wastes, or PCB wastes; and
 A contingency plan to properly manage any identified unpermitted or hazardous and/or
liquid wastes. 4.2 Random Selection Random selection of vehicles to be inspected will be conducted on a regular basis, depending on
personnel available. At least one vehicle per week, but not less than one percent by weight of the waste stream (based on the previous week’s total) will be randomly selected at the working face by the personnel conducting the inspection. A random truck number and time will be selected (i.e., the tenth load after 10:00 a.m.) on the day of inspections.
Operations Plan 13 Joyce Engineering Oxford MSW Landfill Permit Renewal Rev. September 2014, Rev. November 2015 Granville County, North Carolina Revised August 2017
4.3 Record Keeping
Report forms for record keeping purposes are included in Appendix 1. These forms will be completed at each inspection. All reports and resulting correspondence will be maintained at the County Landfill office for the life of the landfill and during the post-closure period. 4.4 Training
The Landfill Operations Manager and/or staff from the Department of Solid Waste who are trained to identify and manage MSW waste and hazardous and liquid waste will supervise inspections. Landfill operators, recycling attendants, and landfill clerks responsible for screening waste will be properly trained to identify hazardous and liquid waste.
4.5 Inspection Site Location Inspections will be conducted in a designated area near the working face of the landfill.
4.6 Action Plan The following action plan details the procedure to follow for conducting the random waste inspections.
1) Dump single load in prepared area. Detain truck and driver until inspection is completed. 2) Spread waste with compactor and/or hand tools as appropriate. Hand rake loads that include items such as large closed containers to avoid possible rupturing of the containers. Have appropriate safety equipment present. Minimum safety equipment will include:

• Rubber gloves;
• Rubber boots;
• Safety glasses; and
• Long handled hoe 3) Examine waste for excluded waste and/or safety hazards:

• Containers labeled hazardous;
• Excessive or unusual moisture;
• Regulated biomedical (red bag) waste;
• Powders, dusts, smoke, vapors, or chemical odors;
• Sludges, pastes, slurries, or bright colors (such as dyes); and
• Unauthorized out-of-County waste
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4) Take appropriate action(s) as follows: • Incorporate acceptable waste into working face. Facility personnel, especially the landfill operator and scalehouse attendant, should be familiar with the acceptable and unacceptable waste materials and the control measures necessary to prevent unacceptable wastes from being disposed of at this facility.
• Hold suspect waste for identification by on-site personnel and, if necessary, confirmation by others such as a contract laboratory, hazardous waste management firm, or state and/or federal regulator;
• Interview driver and hauler to identify the source of suspect waste in the load;
• Hold rejected hazardous or liquid waste for generator; and
• Arrange for hazardous or liquid waste collection by a collector licensed to store, transport, and dispose of hazardous waste according to federal and state requirements.
5) Document Actions:
• Record Inspection;
• Retain Reports; and
• Report hazardous, liquid or PCB wastes to Solid Waste Section – NCDEQ. A verbal notice to the Division within 24 hours and a written notice shall be submitted within 15 days.
In the event hazardous, liquid, and/or PCB wastes is placed on the working face. The hauler will be retained and requested to remove the waste from the facility. However, if the hauler is unable to be retained or identified the landfill operator will immediately act to contain the area. A hazardous waste management firm will be contacted to remove and properly dispose of the waste.
5.0 SUBCELL PROGRESSION AND WASTE PLACEMENT
5.1 MSW Landfill 5.1.1 Subcell Progression The method of filling shall be the area method in accordance with the previously submitted and approved plans. Phase 1 was constructed with stormwater segregation features to limit the potential of stormwater runoff to become leachate.
Future phases inactive areas will be separated from the active area by the use of a temporary berms
and a rainflap to segregate the uncontaminated runoff. Stormwater will be removed from the cell with electric and portable pumps and placed into a drainage area leading to sediment basin SB-4 located north of Unit 2. As filling progresses to the remaining Phase area, the rainflap and berms will be removed. The date of the rainflap and berm removal will be documented and kept with the
facility’s operating records.

Operations Plan 15 Joyce Engineering Oxford MSW Landfill Permit Renewal Rev. September 2014, Rev. November 2015 Granville County, North Carolina Revised August 2017
5.1.2 Waste Placement and Compaction The waste will be tipped in the active area as closely as possible to the working face, and pushed if necessary to the desired area. The length of the daily working face will be maintained at approximately 100 feet in order to provide adequate space for several trucks to dump at the same
time. The width of the working face varies somewhat depending on the rate of waste acceptance
on a given day, weather conditions and other factors, but should be maintained as small as possible. The waste shall be compacted as described below with steel-wheeled compactors (see equipment list earlier in section 3.7).
To minimize the chance of damage to the liner in any new subcell, the initial lift of waste will be
at least 5 feet thick, and will consist of only residential, non-bulky waste. Compaction will be minimal because later lifts will surcharge the initial lift so that there is no net loss of density. Typical compaction procedures above the initial lift will involve placement of waste in thin layers (1-2 feet thick) on 4H:1V slope and not to exceed 3H:1V. The compactor will roll a minimum of
three times across the waste. The compaction effort will extend slightly past the waste to prevent
wind-blown material leaving from the edge of the lift. Calculations have determined that the approximate in-place density of waste and soil combined is around 1,000 pounds per cubic yard. The waste density calculation will be reviewed periodically. Operational procedures may be revised to improve the efficiency of the site.

5.1.3 Filling Operations
The waste will be compacted according to the procedures described above. Each lift of waste shall
be approximately 10 feet thick, including an allowance for weekly cover. The proposed waste to total soil volume ratio is approximately 7:1. The size of the working face will be maintained as small as possible. The width of the working face will vary, depending on the rate of waste acceptance on a given day and weather conditions. 5.1.4 Daily Cover At the end of each day's operation, compacted waste in the subcell will be covered with a tarp using two bulldozers and two men. Every Friday, a minimum of six inches of soil is used to cover the waste. The cover soil shall be compacted with minimum of two passes with the compactor. Waste may be covered more frequently than once per day if necessary to control fires, odors, or
blowing litter.
5.1.5 Intermediate Cover In areas where another lift of waste will not be placed for at least 12 months, an additional 6 inches
of soil shall be placed over the daily cover for a total of 12 inches of intermediate cover. Provisions for a vegetative ground cover sufficient to restrain erosion shall be accomplished within 30 working days or 120 calendar days following completion of each phase of development.
Operations Plan 16 Joyce Engineering Oxford MSW Landfill Permit Renewal Rev. September 2014, Rev. November 2015 Granville County, North Carolina Revised August 2017
5.1.6 Alternate Cover Material
Although alternate daily cover (ADC) materials and methods have been used at this facility in the past, Granville County will undergo a demonstration period as approved by NCDEQ prior to adopting a method to ensure the ADC adequately meets the requirements established by the Division.
6.0 ENVIRONMENTAL MONITORING PROGRAMS 6.1 Water Quality The Water Quality Monitoring Plan for the MSW Landfill was prepared by Joyce Engineering in
June 2009. A more recent Water Quality Monitoring Plan for the Oxford Landfill Unit 1 was prepared by Joyce Engineering and submitted to NCDEQ in May 2014. 6.2 Landfill Gas
The Landfill Gas Monitoring Plan for the facility was submitted by Joyce Engineering to NCDEQ in August 2014. 7.0 EROSION AND SEDIMENT CONTROL REQUIREMENTS
Erosion and sediment control features have been designed in accordance with all applicable requirements, as will all future structures. The erosion and sediment control features will prevent silt from leaving the facility, as well as, prevent excessive on-site erosion. As required, the facility will be operated in a manner which will not cause a discharge of pollutants into waters of the United States, including wetlands, that violates any requirements of the Clean Water Act,
including, but not limited to, the National Pollutant Discharge Elimination System (NPDES) requirements, pursuant to Section 402. The facility will not cause the discharge of a nonpoint source of pollution to waters of the United States, including wetlands, that violates any requirement of an area-wide or State-wide water quality management plan that has been approved under Section
208 or 319 of the Clean Water Act, as amended.
Surface water shall be diverted from the operational area and shall not be impounded over or in waste. Drainage structures and embankment slopes are regularly inspected for erosion, and maintained as needed. The vegetation on the slopes is mowed at least once a year. These slopes
are maintained with reseeding, fertilizer, and other means, as necessary, to promote a healthy stand
of vegetation.
8.0 RECORD KEEPING REQUIREMENTS
The following Operating Records are maintained at the landfill office and made available to the Division upon request:
 Operating Permit and pertinent correspondence;
 Operation Plan;
 Emergency Response Plan;
Operations Plan 17 Joyce Engineering Oxford MSW Landfill Permit Renewal Rev. September 2014, Rev. November 2015 Granville County, North Carolina Revised August 2017
 Inspection records, waste determination records, and waste screening programs training procedures;
 Amounts by weight of all waste received at the facility including source of generation;
 All financial assurance documentation including detailed cost estimates submitted to the Division for closure, post-closure care and any corrective action programs;
 Water Quality Monitoring Plan and any demonstration, certification, finding, monitoring, testing, or analytical data required by the approved water quality
monitoring program at the site;
 Gas monitoring plan, monitoring results and remediation plans developed in accordance with Division requirements if required in response to elevated gas concentrations;
 Documentation of stormwater segregation devices removal and leachate piping
 Leachate disposal documentation, generation records, and monitoring sample results;
 Safety training records. 9.0 LEACHATE MANAGEMENT PLAN FOR UNIT 2, PHASE 1 MSW LANDFILL 9.1 Maintenance of the Leachate Collection System The operator will conduct weekly inspections of the leachate collection and storage system. The
weekly inspection will consist of inspecting the forcemain and its appurtenances, overfill
prevention equipment, the truck filling station, and the exterior of the tank for leaks, corrosion, and maintenance deficiencies. If there are any deficiencies, remedial measures will immediately be taken to correct the deficiencies. Inspection reports will be maintained and made available throughout the lifetime of the storage system. Leachate levels in the storage tank will be monitored
daily and recorded. Cleanouts are provided to allow access to the leachate collection system. In
accordance with state law, water under pressure and mechanical methods through these cleanouts are periodically used as preventive maintenance of the piping system. Only certified explosion-proof equipment will be used for video inspections in accordance with OSHA requirements. Maintenance needs will be re-evaluated if there is an unexpected change in leachate production
rates.
9.2 Leachate Generation Records The volume of leachate in the tank is monitored daily. Flow meters in the side slope riser and the
pumping station will be used to record daily flows. Leachate is anticipated to be hauled at least
once a week from the facility. The frequency may change depending on the amount of leachate generated, but per the agreement with City of Oxford, the monthly average amount of leachate disposed of cannot exceed 15,000 gallons per day. The County maintains records of leachate hauled from the leachate tank at the landfill to a wastewater treatment plant. Records will be
maintained at the landfill throughout the operating life and during the post-closure care period. In
addition to leachate generation quantities, the County maintains analytical data from leachate sampling events.
Operations Plan 18 Joyce Engineering Oxford MSW Landfill Permit Renewal Rev. September 2014, Rev. November 2015 Granville County, North Carolina Revised August 2017
9.3 Leachate Monitoring
The chemical composition of untreated leachate will be analyzed as required by the treatment facility. The leachate will be collected into laboratory provided containers directly from a sampling port on the piping connected to the storage tank. The leachate will be analyzed semi-annually for the Detection Monitoring constituents (EPA Appendix I list from Subtitle D) required by Rule.1633, and for pH, specific conductance, BOD, COD, phosphate, nitrate and sulfate. Test
results will be submitted to the Solid Waste Section as required. 9.4 Leachate Disposal Leachate from Unit 2, Phase 1 flows by gravity to a sump located in the northwest corner of Unit
2. Leachate from the Unit 2, Phase 1 sump is pumped from the landfill area via side-slope riser directly to the leachate storage tank. The leachate will be periodically removed from the tank by pumping into a tanker truck for transport to the City of Oxford wastewater plant for treatment and disposal. An agreement with the City of Oxford is in place for the discharge of wastewater from the landfill to the plant (see Appendix 2). Although no pretreatment of the leachate is currently
required, the new tank is designed so that a pretreatment system can be retrofitted if necessary for future treatment. 9.5 Contingency Plan for Extreme Conditions
The landfill staff hauls leachate from the tank to the wastewater treatment plant using three dedicated tanker trucks by a private hauler. If required, additional hauling capacity will be obtained from subcontract haulers or by the rental of additional tanker trucks. Truck drivers shall remain with their vehicle during loading to provide continuous visual inspection to prevent overfilling or accidental release. For any observed leak, action is taken to properly contain or
remove accumulations of leachate. If the leak is sufficiently large enough to cause accumulation in a contained area, the leak will be promptly corrected or repaired. To prevent overflow at the storage area, the leachate collection tank is accompanied with a high level alarm and the tank is surrounded by a secondary storage tank to prevent spills due to tank failure. If for some reason the
receiving facility no longer accepts the leachate, it will be pre-treated to facilitate acceptance, or
hauled to another POTW or commercial pretreatment facility. 9.6 Handling Leaks and Stormwater in the Leachate Collection Tank Area
Being an above ground tank, any leaks in the primary containment system will be readily apparent
during routine operations and inspections. If a leak develops in either the primary containment tank, or piping leading to or from the tank, any water (stormwater or otherwise) that has accumulated in the secondary containment area will be treated as leachate and pumped back into the primary containment area for disposal. For normal storm events in which rainwater
accumulates in the secondary containment area, the Operator will verify that there are no visible
leaks in the system and then may discharge the rainwater into the surface stormwater management system.
Operations Plan 19 Joyce Engineering Oxford MSW Landfill Permit Renewal Rev. September 2014, Rev. November 2015 Granville County, North Carolina Revised August 2017
9.7 Operations in the Leachate Loadout Area Appropriate warning signs will be posted in the filling station that relate to safe operations around the loading area. Smoking is not allowed on the landfill property. Site speed limits will be posted, although not necessarily in the leachate loading area. The facility does have traffic signs and
markers to promote orderly traffic patterns and to maintain safe and efficient operating conditions.
The capacity of the loadout area spill containment collection basin is approximately 186 ft3 or approximately 1,400 gallons. Small spills will be allowed to evaporate from the concrete basin, and a dedicated pump for this area will load larger spills into the tanker truck or a vacuum truck may be used. In the event that the system is inundated and leachate leaves the area, the County
will follow spill response procedures as outlined in the site NPDES permit. 10.0 CONTINGENCY PLAN
This section details the Contingency Plan for the Oxford Landfill facility. This plan has been
developed to protect human health and the environment from fires, explosions, or any unplanned sudden or non-sudden release of hazardous waste to the air, soil, or surface water. The Landfill Manager and serves as the Primary Emergency Coordinator (PEC). He can be
reached at the following numbers:
PHONE: [phone] Depending on the type of emergency, all or some of the following agencies will be notified as soon as possible:
County Emergency Preparedness Agency 911
Fire Department 911 Emergency Medical Services (EMS) 911 10.1 Implementation
If an emergency situation develops at the facility, the person discovering the emergency should contact the emergency coordinator immediately. The decision to implement the Contingency Plan depends upon whether or not a situation exists which presents a threat to human health or the environment. The Contingency Plan should be implemented due to any of the following situations:
Personnel Injury
Fire Explosion Spills Potential Hazardous Waste
10.2 Inoperable Periods In the event of equipment breakdown, adequate backup equipment will be available onsite to maintain operations, or replacement equipment will be brought onsite within 24 hours. Routine
Operations Plan 20 Joyce Engineering Oxford MSW Landfill Permit Renewal Rev. September 2014, Rev. November 2015 Granville County, North Carolina Revised August 2017
preventative maintenance will be performed on equipment, including: routine inspections, following manufacturer’s recommendations, and keeping accurate maintenance records.
The landfill will maintain a soil stockpile onsite to be used to repair and maintain roads to ensure that all-weather access is maintained. 10.3 Emergency Response Procedures
In the event of an imminent or actual emergency situation, the emergency coordinator will immediately implement the emergency response procedures as discussed below. Accident/Injury Response
In the event of an accident or injury, the following procedure will be observed: 1) Notify the PEC immediately; 2) Take action to prevent further injury/damage to personnel or property;
3) Provide emergency first aid; 4) If the injury is deemed serious, obtain additional medical assistance by notifying EMS. If medical attention is required but ambulance service is not needed, the injured party should be transported to a nearby medical facility; and 5) The PEC will investigate the accident to gather the facts and determines the causes
of the accident. Fire in the Waste In the event of fire in the waste, the following procedure will be observed:
1) Notify the PEC immediately; 2) If the fire is deemed manageable, the fire will be extinguished by covering the burning waste with soil;
3) If the fire is deemed unmanageable, the area will be evacuated and the fire
department notified; and 4) Incoming solid waste haulers will not be allowed entrance to the landfill until the fire is extinguished.
Equipment Fire
In the event of an equipment fire, the following procedure will be observed: 1) The equipment will be evacuated as quickly and safely as possible;
2) Notify the PEC immediately;
3) If there are injured personnel, implement the procedures discussed in the Accident/Injury Response section; 4) If the fire is deemed manageable, the fire will be extinguished;
Operations Plan 21 Joyce Engineering Oxford MSW Landfill Permit Renewal Rev. September 2014, Rev. November 2015 Granville County, North Carolina Revised August 2017
5) If the fire is deemed unmanageable, the area will be evacuated and the fire department notified;
6) Incoming solid waste haulers will not be allowed entrance to the landfill until the fire is extinguished; and 7) The PEC will investigate the incident to gather the facts and determine suspected causes of the fire. Explosions
In the event of an explosion, the following procedure will be observed: 1) Evacuate the area; 2) Notify the PEC immediately;
3) If there are injured personnel, implement the procedures discussed the Accident/Injury Response section; 4) If there is a resulting fire, implementation of the procedures discussed in the Fire in the Waste or Equipment Fire sections; 5) The PEC will investigate the incident to gather the facts and determine suspected
causes of the explosion. Hazardous and Infectious Waste in Landfill No hazardous or infectious wastes will be accepted at the site. Vehicles are inspected as stated in
Section 4 – Waste Screening Program. Explosive Gas Detection In the event that methane gas levels exceed the limits described in section 1.3 Regulatory Limits
of the Landfill Gas Monitoring Plan, the following procedure will be observed: 1) Put out all smoking materials and turn off all ignition sources; 2) Evacuate all personnel;
3) Vent the structure;
4) Do not allow personnel to reenter the building except to perform gas monitoring until the results of additional monitoring indicate that methane concentrations are sustained or stabilized below 25% of the LEL; 5) Begin continuous monitoring within the structure;
6) Undertake an assessment to determine the origin and pathways of the gas migration;
and 7) Prepare and implement a remediation plan for methane gas exceedances within 60 days
Spills or Release
In the event of a spill or release, the following procedure will be observed:
Operations Plan 22 Joyce Engineering Oxford MSW Landfill Permit Renewal Rev. September 2014, Rev. November 2015 Granville County, North Carolina Revised August 2017
1) Notify the PEC immediately; 2) Immediate action will be taken to control/limit the spread of the spill or release;
3) The County Emergency Preparedness Agency will be notified; 4) Perform appropriate cleanup procedures; and 5) The PEC will investigate the incident to gather the facts and causes of the spill or release. Evacuation Plan
The PEC is responsible for determining whether or not an emergency situation warrants evacuation of the facility. If conditions warrant, the following actions will be taken: 1) The PEC gives the evacuation alarm;
2) All personnel (visitors, contractors, and employees) will be assembled at the main gate; 3) Only qualified personnel may reenter the affected area after approval by the emergency coordinator; 4) The PEC will make a tally of all facility employees, visitors, and contractors; 5) The PEC or a designated representative will notify the County Emergency Preparedness
Agency; and 6) Reentry to the affected area will be allowed only after the clear signal is given by the PEC. Report Requirements
A written report detailing the event will be placed in the landfill record and a copy will be sent to the Department within fifteen days of the incident. 10.4 SEVERE WEATHER CONDITIONS Ice Storms
An ice storm can make access to the landfill dangerous, prevent movement or placement of
periodic cover, and thus, may require closure of the landfill until the ice is removed or melted. Heavy Rains
Exposed soil surfaces can create a muddy situation in some portions of the landfill during rainy
periods. The control of drainage and use of crushed stone on unpaved roads should provide all-weather access for the site and promote drainage away from critical areas. In areas where the aggregate surface is washed away or otherwise damaged, new aggregate should be used for repair.
Intense rains can affect newly constructed drainage structures such as swales, diversions, cover
soils, and vegetation. After such a rain event, inspection by landfill personnel will be initiated and corrective measures taken to repair any damage found before the next rainfall.

Operations Plan 23 Joyce Engineering Oxford MSW Landfill Permit Renewal Rev. September 2014, Rev. November 2015 Granville County, North Carolina Revised August 2017
Electrical Storms
The open area of a landfill is susceptible to the hazards of an electrical storm. If necessary, landfilling activities will be temporarily suspended during such an event. To guarantee the safety of all field personnel, refuge will be taken in the on-site buildings or in rubber-tired vehicles.
Windy Conditions The proposed operational sequence minimizes the occurrence of unsheltered operations relative to prevailing winds. If this is not adequate during a particularly windy period, work will be
temporarily shifted to a more sheltered area. When this is done, the previously exposed face will be immediately covered with daily cover. Violent Storms
In the event of hurricane, tornado, or severe winter storm warning issued by the National Weather Service, landfill operations may be temporarily suspended until the warning is lifted. Daily cover will be placed on exposed waste and buildings and equipment will be properly secured.
[End]

DRAWINGS

APPROXIMATEFACILITY LOCATIONGRANVILLE COUNTYPROJECT NO.APPROVED
CHECKED
DRAWN
DESIGNED
DATE
DATE REVISIONS AND RECORD OF ISSUE BYNO APPCKSCALE All rights reserved.
Ó Joyce Engineering, Inc.DRAWING NO.L:\Granville\2017OXFORD RENEWAL\OPS PLAN\OP-T TITLE SHEET.dwg Layout=Layout1 GRANVILLE COUNTY OXFORD LANDFILLMSW LANDFILL PERMIT RENEWALOXFORD, NORTH CAROLINAUNIT 2 - PHASE 1OPERATIONS PLANJUNE 2009(REVISED AUGUST 2017)COUNTY LOCATION MAPNORTH CAROLINAVICINITY MAPOWNER INFORMATIONPREPARED FOR:OXFORD COUNTY LANDFILLADDRESS:6584 LANDFILL RD.OXFORD, NC 27565CONTACT:JASON FALLS [phone]PROPERTY INFORMATIONADDRESS: 6584 LANDFILL RD.OXFORD, NC 27565NCDENR PERMIT: 39-01ACREAGE: 397.73DRAWING INDEXSHEETDESCRIPTIONTITLE SHEETLEGEND AND GENERAL NOTESEXISTING CONDITIONSUNIT 2 PHASE 1SITE DEVELOPMENT PLANUNIT 2 PHASE 1PHASING PLANOP-TOP-LOP-01OP-02OP-03660.1801.11GRANVILLE COUNTY OXFORD LANDFILL
OXFORD, NORTH CAROLINA
2009OP-TN.T.S.TITLE SHEET
KWB
RWH/RFB
KWB
EEA
NC CORP LIC: C-0782
06/12/09
10/26/11 REVISED PER NCDENR COMMENTS 1 CD EEA EEA
1/30/12 REVISED DATE OF REVISION 2 RWH MAS EEA
08/23/17 SUBMIT PERMIT RENEWAL RWH LBB MM9731-F SOUTHERN PINE BLVD
CHARLOTTE, NC 28273
PHONE: [phone]
3
B-XBMCPC-XGP-XGV-XGV-#GW-XGW-#PZ-XPZ-#SS-XS-XSMP-XTP-XEW-XEW-#MW-XMW-#MW-OW-XMW-OW-#NES-OW-XNES-OW-#MW-PW-XMW-PW-#MW-XMW-#WEXISTING GROUNDWATER MONITORING WELLPROPOSED GROUNDWATER MONITORING WELLEXISTING OBSERVATION WELLPROPOSED OBSERVATION WELLEXISTING NES WELLPROPOSED NES WELLEXISTING PERFORMANCE WELLPROPOSED PERFORMANCE WELLEXISTING SENTINEL WELLPROPOSED SENTINEL WELLEXISTING EXTRACTION WELLPROPOSED EXTRACTION WELLWETLANDS PIEZOMETERPIEZOMETERGAS PROBEEXISTING GAS VENTPROPOSED GAS VENTEXISTING GAS WELLPROPOSED GAS WELLSURFACE WATER MONITORING POINTLEACHATE MONITORING POINTBORE HOLE LOCATIONCORING LOCATIONSOIL SAMPLING LOCATIONTEST PIT LOCATIONBENCHMARKSPRINGHEAD LOCATIONWELL LOCATIONCONTROL POINTENVIRONMENTAL MONITORING FEATURESSURVEY FEATURESPROPERTY LINEEASEMENTFENCE LINExxxCONVENTIONAL SYMBOLS AND GENERAL NOTESUTILITY POLEHYDRANTUTILITIESLIGHT POLETANK (SIZE VARIES)TRANSFORMERMANHOLECLEANOUTVALVEOVERHEAD ELECTRICOHEUNDERGROUND ELECTRICOVERHEAD TELEPHONEUNDERGROUND TELEPHONELEACHATE FORCE MAINDUAL CONTAINED LEACHATE FORCE MAINSANITARY SEWERPROCESS SEWERLANDFILL GAS LINERAILROADGUARDRAILNATURAL GAS LINESOLID PIPE (TYPE NOTED)PERFORATED PIPE (TYPE NOTED)POTABLE WATERRESOURCE PROTECTION AREARIGHT OF WAYRWRWMOHTUGTUGTFMDCFMDCFMPSGUGGWUGEUGEPAVED ROADGRAVEL/DIRT ROADLANDFILL AND ROAD FEATURESEDGE OF PAVEMENTLIMIT OF WASTE/EDGE OF LINERFACILITY BOUNDARY/CELL LIMITS/PHASE LIMITSBUILDINGDAMBUILDINGS AND STRUCTURESFOUNDATIONAPPROXIMATE 100 YEAR FLOOD PLAINDITCH FLOWHYDROLOGYSTREAM OR RIVERSINGLE TREETREE LINEVEGETATIONSHRUBSILT FENCEINLET PROTECTIONEROSION AND SEDIMENT CONTROL FEATURESOUTLET PROTECTION (SIZE VARIES)DIVERSION BERMSFSFEXISTING 10' TOPO CONTOUREXISTING 2' TOPO CONTOURTOPOGRAPHICAL FEATURESPROPOSED 10' TOPO CONTOURPROPOSED 2' TOPO CONTOURGWGROUNDWATER SURFACE CONTOUR(FT ABOVE MEAN SEA LEVEL)BRSPOT ELEVATIONBEDROCK SURFACE CONTOUR(FT ABOVE MEAN SEA LEVEL)LMP-1100100100.00SSHATCHINGWETLANDSRIPRAP#57 AGGREGATEBUFFER AREASURVEY NOTES:1.TOPOGRAPHIC CONTOUR INTERVAL = 2 FEET, UNLESS INDICATED OTHERWISE.2.ON-SITE TOPOGRAPHY PROVIDED BY SPATIAL DATA CONSULTANTS, INC., 1008 HUTTON LANE, HIGHPOINT, NORTH CAROLINA 27262, DATED MAY 13, 2015. TOPOGRAPHY INSIDE UNIT 2 PHASE 1 CONSISTS OF GROUND SURVEY COMPLETED BY BATEMAN CIVIL SURVEYING AND ISDATED JUNE 20, 2017. UNIT 1 C&D LANDFILL CEASED ACCEPTING WASTE IN DECEMBER 2016 ANDSURVEYED IN MARCH 2017.3.WETLANDS WERE SURVEYED ON FEBRUARY 19, 2009 BOUNDARY IS APPROXIMATE..4.THE SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE SEARCH AND ALL EASEMENTSAND ENCUMBRANCES MAY NOT BE SHOWN.5.GROUNDWATER SURFACE ELEVATIONS ARE BASED ON GROUNDWATER CONTOURS DEVELOPEDFROM STATIC WATER LEVELS MEASURED NOVEMBER 20, 2008 BY JOYCE ENGINEERING.6.BEDROCK SURFACE CONTOURS ARE BASED ON INTERPOLATION BETWEEN AND EXTRAPOLATIONFROM KNOWN DATUM, TOPOGRAPHIC CONTOURS, AND KNOWN FIELD CONDITIONS BY JOYCEENGINEERING. THEREFORE CONTOURS MAY NOT REFLECT ACTUAL CONDITIONS.GENERAL NOTES:1.ALL PROPOSED UTILITIES ARE TO BE INSTALLED UNDERGROUND INCLUDING ELECTRIC,TELEPHONE, AND CATV, UNLESS NOTED OTHERWISE.2.SITE LIGHTING IS NOT PROPOSED FOR THIS PROJECT.3.LANDSCAPING IS NOT PROPOSED FOR THIS PROJECT. HOWEVER THE BUFFER AREA SHOWNON DRAWINGS WILL REMAIN UNDISTURBED EXCEPT FOR THE INSTALLATION OF UTILITIES,STORMWATER DRAINAGE FEATURES AND ACCESS TO THE SITE. WHEN POSSIBLE CLEARINGWITHIN THE BUFFER WILL BE ALIGNED TO MINIMIZE VISUAL IMPACTS.4.SOIL STOCKPILE AREAS WILL BE ESTABLISHED TO FACILITATE PHASED CONSTRUCTION.STOCKPILE LOCATIONS AND SIZE MAY VARY AND MAY NOT BE LIMITED TO THE AREASSHOWN. SILT FENCE WILL BE INSTALLED AS NEEDED AROUND THE BASE OF THESTOCKPILE.5. ACCORDING TO THE NORTH CAROLINA FEDERAL EMERGENCY MANAGEMENT AGENCY THE LANDFILL FACILITY IS LOCATED IN "A NO SPECIAL HAZARD AREA". NO FLOODPLAINS ARE LOCATED WITHIN 500 FEET OF THE FACILITY BOUNDARY.PROPOSED ROADCULVERT (SIZE NOTED)COMPACTED BACKFILL100100PROJECT NO.APPROVED
CHECKED
DRAWN
DESIGNED
DATE
DATE REVISIONS AND RECORD OF ISSUE BYNO APPCKSCALE All rights reserved.
Ó Joyce Engineering, Inc.DRAWING NO.L:\Granville\2017OXFORD RENEWAL\OPS PLAN\OP-L LEGEND AND NOTES.dwg Layout=Layout1
NC CORP LIC: C-0782
GRANVILLE COUNTY OXFORD LANDFILL
OXFORD, NORTH CAROLINA
2017OP-LN.T.S.LEGEND AND GENERAL NOTES
KWB
RWH
KWB
EEA
06/12/09
08/23/17 SUBMIT PERMIT RENEWAL RWH LBB MM
9731-F SOUTHERN PINE BLVD
CHARLOTTE, NC 28273
PHONE: [phone].1801.11
300'-0"300' PROPERTY BUFFER50' STREAM BUFFER( WASTE BUFFER TYPEACH SIDE OF STREAM)STERL CARRINGTON ROADOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHAPPROXIMATECLOSED MSWLANDFILL LIMITSOF WASTECONVENIENCE CENTER/RECYCLINGSEDIMENTBASIN SB-1SCALEHOUSESEDIMENTBASIN SB-2SEDIMENTBASIN SB-3LEACHATE STORAGE FACILITYUNIT 1UTILITY EASEMENTACCESS ROAD (TYP)PROPERTY LINE/ FACILITY BOUNDARYLEWIS ROADOH
FUTURE BORROW AREAEDGE OF LINER/LIMITS OF WASTEUNIT 2SB-4EXISTING FACILITY BOUNDARYOVERHEAD POWERAPPROXIMATE LIMITSOF C & D WASTEP-8P-20P-11MW-7P-14P-7P-19P-18P-5P-15P-16MW-9MW-11NES-1DNES-1SNES-2SNES-2DGP-2GP-4GP-5GP-6GP-7GP-8GP-9MW-2MW-6MW-6RMW-4MW-4RMW-5MW-5RMW-3RMW-3GP-3GP-1GP-10P-23MW-10P-12GP-11MW-8GP-12P-6GP-3AMW-12GP-1A PHASE 1(ACTIVE-11.2 AC)PASSIVE LFG (790 LF)INTERCEPTION TRENCHWHITE GOODSTIREDISPOSAL AREAFENCE SOLAR FARM37.3 ACRES(CURRENT BORROWAREA)UNIT 2LAND CLEARING DEBRISCOLLECTION ANDCOMPOST AREAOH OH
OH
OHOHOH OH OH OH
OH
O
H
490490490
490
500FM FM
F
M
MW P-18MW-1MW-1A460460
4
7
0 470480
4
8
0
48048048
0 490490
490
490490490 4904
9
0500500500500500500500500500
50
0
500
500 500500510
510
510510510510510510
510510510510 510510510510510
510510520
5
2
0 520520520
520
5
2
05205205205
2
0
520520 520520520
5
2
0 5305305
3
0530530540540
5
4
05405405505505505
5
0
55
0560560
56056056
0 5705705705705
7
0580580590590600600
PROJECT NO.APPROVED
CHECKED
DRAWN
DESIGNED
DATE
DATE REVISIONS AND RECORD OF ISSUE BYNO APPCKSCALE All rights reserved.
Ó Joyce Engineering, Inc.DRAWING NO.L:\Granville\2017OXFORD RENEWAL\OPS PLAN\OP-01 EXISTING CONDITIONS OPS PLAN.dwg Layout=Layout10(FEET)GRAPHIC SCALE600300150NC CORP LIC: C-0782
09/04/14 UPDATED MAPPING WITH 2014 SURVEY AND GAS INTERCEPT TRENCH 1 RWH LBB MAS
11/12/15 ADDED SOLAR FARM AND RELOCATED BORROW AREA TO UNIT 2 2 RWH LBB MM
08/23/17 SUBMIT PERMIT RENEWAL 3 RWH LBB MM
GRANVILLE COUNTY OXFORD LANDFILL
OXFORD, NORTH CAROLINA
2014OP-01AS SHOWNEXISTING CONDITIONS
MS
RH
LB
MS
5/23/149731-F SOUTHERN PINE BLVD
CHARLOTTE, NC 28273
PHONE: [phone].1801.11
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
ACCESS ROAD
ACCESS ROAD
SEDIMENT
BASIN SB-1
APPROXIMATE MSW LANDFILL
LIMITS OF WASTE
LIMITS OF WASTE
LEACHATE LOADOUT
LEACHATE STORAGE FACILITY
SUMP
PANEL RACK
AS BUILT LEACHATE FORCEMAIN
UNIT 1
TIRE DISPOSAL AREA
C & D LANDFILL
LIMITS OF WASTE
(ACTIVE LANDFILL)
OVERHEAD POWER
LEACHATE COLLECTION PIPE (TYP)
P-8
P-11
MW-7
P-14
MW-9MW-11
NES-1D
NES-1S
NES-2S
NES-2D
GP-5 GP-6
GP-7
GP-8
GP-9
MW-5
MW-5R
MW-3R
MW-3
GP-10
P-23
MW-10
P-12
P-21
UTILITY EASEMENT
OVERHEAD POWER
BY UTILITY COMPANY
AS-BUILT TOP OF LINER GRADES
AND LEACHATE COLLECTION
STOCKPILE AREA
SB-4
LEACHATE
SUMP AREA
UNIT 2
PHASE 1
ACCESS ROAD
STREAM
CO
CO
CO
CO
500510520530530530520FUTURE BORROW AREA
ACCESS ROAD8" PERFORATEDHDPE8" PERFORATEDHDPE8" P
E
R
F
O
R
A
T
E
D
HDP
E
8" PE
R
F
O
R
A
T
E
D
HDPE8" PERFORATEDHDPEOH
OH
OH
OH OH
OH
OH
OH OHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHFMFMFMFMFMFMFMFMFMMW490490500500500
510510
510
510
510 51052052052
0 52052
052053
0 530530530530
530530
540 540540540550 550550550560 560560560570 570570
570
580 580590 590600 60048048
0
480
4804
9
0
490500500510510
520 520530 530540550560570PROJECT NO.APPROVEDCHECKEDDRAWNDESIGNEDDATEDATEREVISIONS AND RECORD OF ISSUEBYNOAPPCKSCALE All rights reserved.Ó Joyce Engineering, Inc.DRAWING NO.L:\Granville\2017OXFORD RENEWAL\OPS PLAN\OP-02 UNIT 2 PHASE 1 SITE DEVELOPMENT.dwg Layout=Layout10
(FEET)
GRAPHIC SCALE
20010050 NC CORP LIC: C-078210/26/11REVISED PER NCDENR COMMENTS1CDEEAEEA1/30/12REVISED LEACHATE COLLECTION SYSTEM2RWHMASEEA2/27/12REVISED PER NCDENR COMMENTS3RWHMASEEAGRANVILLE COUNTY OXFORD LANDFILLOXFORD, NORTH CAROLINA2017OP-02
AS SHOWNUNIT 2 PHASE 1SITE DEVELOPMENT PLANKWBRWHKWBEEA06/12/0908/23/17SUBMIT PERMIT RENEWAL4RWHLBBMM9731-F SOUTHERN PINE BLVDCHARLOTTE, NC 28273PHONE: [phone].1801.11
5105304805004904905005
1
0 500510
52047
0
49
0
480
OHOHOHOHOHFMFMFM500510P-14
MW-9MW-11
NES-2S
NES-2D
GP-6 GP-7
GP-8
MW-5
MW-5R
MW-3R
MW-3
P-23
MW-10
P-215%5%5%5%
APPROXIMATE
MSW LANDFILL
LIMITS OF WASTE CULVERT
ACCESS ROAD
CULVERT
SB-4
LIMITS OF WASTE /
EDGE OF LINER
OUTLET PROTECTION (TYP)
INLET PROTECTION (TYP)5105304805004904905005
1
0 500510
52047
0
49
0
480
OHOHOHOHOHFMFMFM500510520P-14
MW-9MW-11
NES-2S
NES-2D
GP-6 GP-7
GP-8
MW-5
MW-5R
MW-3R
MW-3
P-23
MW-10
P-215%5%5%5%
APPROXIMATE
MSW LANDFILL
LIMITS OF WASTE
ACCESS ROAD
SB-4
LIMITS OF WASTE /
EDGE OF LINER
CULVERT
CULVERT
OUTLET PROTECTION (TYP)
INLET PROTECTION (TYP)5104805004904905005
1
0 500510
52047
0
480
OHOHOHOHOHOHFMFMFM500510500
510
510520520530530
530
540
550
540
550
540550520
P-14
MW-9MW-11
NES-2S
NES-2D
GP-7
GP-8
GP-9
MW-5
MW-5R
MW-3R
MW-3
P-23
MW-10
P-215%5%5%5%
APPROXIMATE
MSW LANDFILL
LIMITS OF WASTE
ACCESS ROAD
SB-4
LIMITS OF WASTE /
EDGE OF LINER
CULVERT
CULVERT
OUTLET PROTECTION (TYP)
INLET PROTECTION (TYP)5105304805004904905005
1
0 500510
52047
0
49
0
480
OHOHOHOHOHFMFMFM500510500
510
510520520530530
530
540
550
540
550
540550520
540
550
540
550
P-14
MW-9MW-11
NES-2S
NES-2D
GP-7
GP-8
MW-5
MW-5R
MW-3R
MW-3
P-23
MW-10
P-21
APPROXIMATE
MSW LANDFILL
LIMITS OF WASTE
ACCESS ROAD
SB-4
LIMITS OF WASTE /
EDGE OF LINER
CULVERT
CULVERT
OUTLET PROTECTION (TYP)
INLET PROTECTION (TYP)5105304805004904905005
1
0 500510
52047
0
49
0
480
OHOHOHOHOHFMFMFM500510500
510
510520520530530
530
P-14
MW-9MW-11
NES-2S
NES-2D
GP-7
GP-8
MW-5
MW-5R
MW-3R
MW-3
P-23
MW-10
P-215%5%5%5%
APPROXIMATE
MSW LANDFILL
LIMITS OF WASTE
ACCESS ROAD
SB-4
LIMITS OF WASTE /
EDGE OF LINER
CULVERT
CULVERT
OUTLET PROTECTION (TYP)
INLET PROTECTION (TYP)
PROJECT NO.APPROVEDCHECKEDDRAWNDESIGNEDDATEDATEREVISIONS AND RECORD OF ISSUEBYNOAPPCKSCALE All rights reserved.Ó Joyce Engineering, Inc.DRAWING NO.L:\Granville\2017OXFORD RENEWAL\OPS PLAN\OP-03 STORMWATER SEGREGATION AND PHASING.dwg Layout=Layout1UNIT 2 PHASE 1
YEAR 1 = APPROX. 105,000 CY
0
(FEET)
GRAPHIC SCALE
400200100
0
(FEET)
GRAPHIC SCALE
400200100
0
(FEET)
GRAPHIC SCALE
400200100
UNIT 2 PHASE 1
YEAR 2 = APPROX. 105,000 CY
0
(FEET)
GRAPHIC SCALE
400200100
0
(FEET)
GRAPHIC SCALE
400200100
UNIT 2 PHASE 1
YEAR 5 = APPROX. 107,000 CY
UNIT 2 PHASE 1
YEAR 4 = APPROX. 105,000 CY
UNIT 2 PHASE 1
YEAR 3 = APPROX. 105,000 CY NC CORP LIC: C-0782GRANVILLE COUNTY OXFORD LANDFILLOXFORD, NORTH CAROLINA2009OP-03
AS SHOWNUNIT 2 PHASE 1PHASING PLANKWBRWHKWBEEA06/12/0910/26/11REVISED PER NCDENR COMMENTS1CDEEAEEA08/23/17SUBMIT PERMIT RENEWALRWHLBBMM9731-F SOUTHERN PINE BLVDCHARLOTTE, NC 28273PHONE: [phone].1801.11

APPENDIX 1
RANDOM WASTE SCREENING PROGRAM FORMS

Attach related correspondence to this form File completed form in Operating Record
OXFORD LANDFILL WASTE INSPECTION FORM FORM A
DATE: TIME WEIGHED IN.
TRUCK OWNER: DRIVER NAME:
TRUCK TYPE: VEHICLE ID/TAG: WEIGHT: TARE:
WASTE SOURCE:

Reason Load Inspected: Random Inspection ______ Staff Initials _____
Detained at Scales ______ Staff Initials _____
Detained by Operating Staff ______ Staff Initials _____
Inspection Location: ____________________________________________________________
Description of Load: ____________________________________________________________
Waste: Accepted [ ] Rejected [ ] Held [ ]
Notified: Supervisor [ ] County EMS [ ] Generator [ ]
Hauler [ ] NCDENR [ ] Federal [ ]
Loader Operator: ____________________________________________________________
Personnel Conducting the Inspection: __________________________________________
Load Accepted (signature) _____________________ Date ___________
Load Not Accepted (signature) _____________________ Date ___________
REASON LOAD NOT ACCEPTED (Complete the following section if load not accepted)_
Description of Suspicious Contents:
Color ________________ Texture ________________ Smell __________________
Drums Present __________ Haz Waste Markings _____________________________
Estimated CY present in load: _________ Estimated tons present in load: __________
Granville County Emergency Management Contacted? _________________________________
Hazardous Materials Present: ______________________________________________________
______________________________________________________________________________
Hauler notified (if waste not accepted) Phone: ____________ Time Contacted: __________
Other Observations: ____________________________________________________________
______________________________________________________________________________
Final Disposition Signature: _________________________ Date: _________ Time: _______
Waste Screening Inspector or Landfill Manager
ADDITIONAL COMMENTS: on the back
EPAA Landfill Critteria Technica

al Manual, Subpart C, Noveember 1993 

APPENDIX 2
POTW APPROVAL DOCUMENTATION

APPENDIX 3
TARP DATA SHEET

TYPE TGPN3N3M
Made from high density polyethylene tapes, coated on two sides with low density polyethylene.
9
23.9
16
495
326
135
152
162
107
1.5
609
20.2
oz/yd2
Tapes/in
lbf
lbf
lbf
mil
psi
mil
UNIT
Unit Weight
Warp Construction
Tensile Grab Strength
Tear Strength * (tongue)
Tear Strength (trapezoid)
Coating
Mullen Burst Strength
Nominal Thickness
PROPERTY
ASTM D3776
ASTM D3775
ASTM D751
ASTM D2261
ASTM D4533
ASTM D1777 MOD
ASTM D751
ASTM D1777 MOD
TEST METHODVALUES
Warp
Weft
Warp
Weft
Warp
Weft
Warp
Weft
* Includes force to shift tapes - Tear may be crosswise to direction of force.
Fabrene® TGPN3N3M contains ultraviolet inhibitors and is suitable for outdoor applications.
For further information, contact your FABRENE Inc. representative.
Suggested Applications: Heavy tarpaulins, Geomembranes
00/10/23Date:NOTE: These values are typical data and are not intended as limiting specifications.
North Bay, ON, Canada
Tel: (888) FABRENE [phone] ext. 222 or 226
Fax: [phone]
SALES INQUIRIES ORDER DESK
Fabrene Inc.
Tel: [phone] ext 234Tel: [phone] ext 234Fax: [phone]
MAILING ADDRESS
Fabrene Inc.
240 Dupont Rd.P.O. Box 4040North Bay, ON, Canada
P1B 9B4
Made from high density polyethylene tapes, coated on two sides with low density polyethylene.
TYPE TGPN3N3M
305
94
63
2200
1450
600
675
720
475
38
4200
513

g/m2
Tapes/10cm
Newtons
Newtons
Newtons
µm
kPa
µm
UNIT
Unit Weight
Warp Construction
Tensile Grab Strength
Tear Strength * (tongue)
Tear Strength (trapezoid)
Coating
Mullen Burst Strength
Nominal Thickness
PROPERTY
ASTM D3776
ASTM D3775
ASTM D751
ASTM D2261
ASTM D4533
ASTM D1777 MOD
ASTM D751
ASTM D1777 MOD
TEST METHODVALUES
Warp
Weft
Warp
Weft
Warp
Weft
Warp
Weft
Fabrene® TGPN3N3M contains ultraviolet inhibitors and is suitable for outdoor applications.
For further information, contact your FABRENE Inc. representative.
Suggested Applications: Heavy tarpaulins, Geomembranes
00/10/23Date:
* Includes force to shift tapes - Tear may be crosswise to direction of force.
North Bay, ON, Canada
Tel: (888) FABRENE [phone] ext. 222 or 226
Fax: [phone]
SALES INQUIRIES ORDER DESK
Fabrene Inc.
Tel: [phone] ext 234Tel: [phone] ext 234Fax: [phone]
MAILING ADDRESS
Fabrene Inc.
240 Dupont Rd.P.O. Box 4040North Bay, ON, Canada
P1B 9B4

APPENDIX 4
TEMPERATURE LOG DATA SHEET

P:\Granville\Old Folder Structure\660.06.18 - MSW Unit 2\Task 18 - Phase 1 Permit to Const App\VI - Operations Plan\Appendices\Appendix VI-4 Temperature Log\Temp Log.docx
GRANVILLE COUNTY OXFORD C&D LANDFILL TEMPERATURE LOG (Complete one (1) per windrow)

Windrow ID Number: _____________________ Date Windrow Started: _____________________
General windrow location and length: _________

Date & Initials (x) if turned and number of times turned
Temp. at Location #1
Temp. at Location #2
Temp. at Location #3
Temp. at Location #4
Weather: Temp/ Condition

APPENDIX 5
COMPOST END USER BROCHURE

Depth of
Compost Layer
1/2 inch
1 inch
2 inches
3 inches
Cubic Yards Needed
Per 1,000 Square Feet
1.5
3.0
6.0
9.0
Landscape
Compostwith
Landscape
Compostwith
www.carolinascompostingcouncil.org
[phone]
10Tips for Healthier
Soil & Plants
Artwork provided by the Seattle, Washington Saving
Water Partnership’s “The Natural Lawn & Garden”
series. Reprinted with permission.
Layout and design provided by the S.C. Department of
Health and Environmental Control’s (S.C. DHEC)
Office of Solid Waste Reduction and Recycling.
Printed on RECYCLED Paper DHEC OR-0498 11/04
How much compost
$$$$$Trees and Shrubs – Backfill plantings
with a 50:50 mix of compost and nativesoil. Mulch a 2 to 3 inch layer of compost
around plants extending 6 inches beyond
the drip line. Do not mound compost or
mulch around stems and tree trunks
because this invites insects and diseases.
'Flowers and Vegetable Gardens –
Work 2 to 3 inches of compost into the top6 inches of soil before planting.
.....Turf Grass – Work 2 to 3 inches ofcompost into the top 6 inches of soil prior
to sod placement or seeding.
Z Containers and Raised Beds. Add
transplants to containers and beds filled
with a 30 percent blend of compost and
potting soil.
TTTTT Foundations – Replace compacted and
contaminated fill along building foundations
with a blend of compost, sand and topsoil.
&&&&&Mulch – Spread a 2 to 3 inch layer around
plants to prevent erosion, act as a weedbarrier and conserve water.
MIX CALCULATOR: Creating a landscapebed? Use this formula: square feet to be
covered X depth to be filled (in inches) X
0.0031 = cubic yards of mix needed. Use
compost instead of peat moss.
to use when planting?*
* Provided by Gardening and Recycling Organics Wisely
(GROW), a program sponsored by S.C. DHEC’s Office of
Solid Waste Reduction and Recycling.
Landscape with compost!Landscape with compost!
1. It’s alive! It’s alive! Like every other living
organism, soil needs food, water and oxygen.
Feed your soil to grow healthier plants. Keep it
aerated. Don’t let it dry out or become water
logged.
2. Break it up. Soil preparation is an important
first step. Don’t skip it. Break up large areas of
high compaction by tilling and amending with
compost before planting. Dig planting beds to a
depth of 6 to 12 inches and add compost.
3. Boost resistance. Compost is microbiologically
active like yogurt and yeast. This helps plants
with nutrient uptake as well as builds resistance
to pests and diseases. Do not use fumigants and
harsh chemicals that will kill hard-working
microbes and cancel one of compost’s most
desirable benefits.
4. Control run-off. Compost is one of the best
products you can use to encourage rainwater to
stay on your property. It will reduce erosion and
minimize run-off of soils and nutrients to rivers
and streams. Sediment and excess nutrients
negatively impact water quality and aquatic life.
5. Waterhogs unite! Consider water resources
when placing plants in the landscape. Plants that
need more water should be located where water
naturally collects – near downspouts, roof drip
lines and similar locations. Use compost to
improve both moisture retention and drainage.
6. It looks like soil. Look for compost that is
dark in color and smells like soil. Immature
compost is light in color and/or smells like
ammonia. Immature compost may burn
sensitive plants and compete for nutrients.
7. A little bit does a lot. As little as 1/4 inch of
compost as a top dressing can give lawns a
boost. Bare spot? Add a layer of compost and
rake into the soil before seeding.
8. Quality counts. The U.S. Composting
Council has developed a marketing label to
identify tested compost. Look for the Seal of
Testing Assurance when comparing products.
9. Don’t concentrate! Add no more than 30
percent compost in a blend with bark, topsoil,
sand, clay and other ingredients. Use in raised
beds or in potting and planting mixes for
trees, shrubs and garden plants. As mulch,
add 2 to 3 inches to the surface.
10. Dress it up. Top dress with 1/4 to 1/2 inch
of compost to replenish nutrients and keep
root zones cool and moist. Surface
applications should always be well
incorporated with a rake or tilling equipment.
Pictured (right): This garden shows many places
to use compost – around trees as mulch, in
flower and vegetable beds, in raised beds and
containers as well as around shrubs.

APPENDIX 6
USDA WORK PLAN FROM COOPERATIVE SERVICE AGREEMENT

APPENDIX 7
FIRE OCCURRENCE NOTIFICATION FORM

SOLID WASTE MANAGEMENT FACILITY
FIRE OCCURRENCE NOTIFICATION
NC DENR Division of Waste Management
Solid Waste Section
Notify the Section verbally within 24 hours and submit written notification within 15 days of the occurrence.
(If additional space is needed, use back of this form.)
NAME OF FACILITY:PERMIT #
DATE AND TIME OF FIRE:@
HOW WAS THE FIRE REPORTED AND BY WHOM:
LIST ACTIONS TAKEN:
WHAT WAS THE CAUSE OF THE FIRE:
DESCRIBE AREA, TYPE, AND AMOUNT OF WASTE INVOLVED:
WHAT COULD HAVE BEEN DONE TO PREVENT THIS FIRE:
DESCRIBE PLAN OF ACTIONS TO PREVENT FUTURE INCIDENTS:
NAME:TITLE:DATE:
***********************************************************************************************************
THIS SECTION TO BE COMPLETED BY SOLID WASTE SECTION REGIONAL STAFF
DATE RECEIVED _________________________________
List any factors not listed that might have contributed to the fire or that might prevent occurrence of future fires:
___________________________________________________________________________________________________________
FOLLOW-UP REQUIRED:
NO PHONE CALL SUBMITTAL MEETING RETURN VISIT BY:____________________ (DATE)
ACTIONS TAKEN OR REQUIRED:
Revised 6/8/09
Table 1
Estimate of Closure Cost:
Oxford Landfill
Unit 2, Phase 1
ITEM UNIT QUANTITY UNIT COST COST $
FINAL CAP SYSTEM- 11 ACRES (UNIT 2 PHASE 1 )
Intermediate Cover (12" non-specified) cy 17,747 $4.00 $70,987
Geonet Composite (Gas Migration Layer) sf 479,160 $0.50 $239,580
GCL sf 479,160 $0.55 $263,538
Geomembrane (40 mil ) sf 479,160 $0.50 $239,580
Geonet Composite (Drainage Layer) sf 479,160 $0.50 $239,580
Protective cover (18") cy 26,620 $5.10 $135,762
Erosion Layer (6") cy 8,873 $4.00 $35,493
Subtotal $1,224,520
SEDIMENTATION AND EROSION CONTROLS
Diversion Berms
Construction and geotextile lining lf 900 $13.00 $11,700
Slope Drains
HDPE Pipe and Installation lf 1,650 $43.12 $71,148
Drainage Bench Inlet each 4 $300.0 $1,200
Conveyance Channels
Riprap Channels lf 100 $57.50 $5,750
Grass-lined Channels lf 100 $5.75 $575
Drainage Pipe (RCP) lf 50 $40.00 $2,000
Miscellaneous
Outlet Protection (RipRap) each 1 $440.00 $440
Silt Fence lf 1,000 $3.60 $3,600
Subtotal $96,413
GAS CONTROLS (Vents)each 11 $5,000.00 $55,000
VEGETATIVE COVER acre 20 $1,750.00 $35,000
TOTAL OF ABOVE ITEMS $1,410,933
MOBILIZATION / DEMOBILIZATION (construction only) 5% $70,547
ENGINEERING FEE - - 6% $84,656
CQA (cap only) - 6% $73,471
CONTINGENCY - - 10% $141,093
ADMINISTRATION lump sum - - $2,500
CLOSURE CERTIFICATION lump sum - - $2,500
SURVEY AND DEED lump sum - - $8,000
TOTAL CLOSURE COST (IN 2009 DOLLARS)=$1,793,700
TOTAL CLOSURE COST (IN 2010 DOLLARS)= 2009 Total Closure Cost * Inflation Multiplier (1.012) $1,815,225
TOTAL CLOSURE COST (IN 2011 DOLLARS)= 2010 Total Closure Cost * Inflation Multiplier (1.011) $1,835,192
TOTAL CLOSURE COST (IN 2012 DOLLARS)= 2011 Total Closure Cost * Inflation Multiplier (1.021) $1,873,731
TOTAL CLOSURE COST (IN 2013 DOLLARS)= 2012 Total Closure Cost * Inflation Multiplier (1.018) $1,907,458
TOTAL CLOSURE COST (IN 2014 DOLLARS)= 2013 Total Closure Cost * Inflation Multiplier (1.015) $1,936,070
TOTAL CLOSURE COST (IN 2015 DOLLARS)= 2014 Total Closure Cost * Inflation Multiplier (1.014) $1,963,175
TOTAL CLOSURE COST (IN 2016 DOLLARS)= 2015 Total Closure Cost * Inflation Multiplier (1.010) $1,982,807
TOTAL CLOSURE COST (IN 2017 DOLLARS)= 2016 Total Closure Cost * Inflation Multiplier (1.013) $2,008,583
Notes:
1. Costs are based on conceptual design and should be considered approximate.
2. Inflation multipliers source: Division of Compliance & Enforcement, Bureau of Land & Waste Management, NCDEQ.
Closure and Post Closure
Oxford MSW Landfill Permit Renewal
Joyce Engineering, Inc.
Rev. August 2017
Table 2
Estimate of Post-Closure Care Costs:
Oxford Landfill
Unit 2, Phase 1
ITEM UNIT QUANTITY UNIT COST ANNUAL COST
INSPECTIONS/ RECORD KEEPING per trip 4 $500 $2,000
MONITORING
Explosive gases (quarterly) per trip 4 $1,000 $4,000
Groundwater/Surfacewater (semi-annually)
Sampling per trip 2 $4,000 $8,000
Analysis per trip 2 $2,500 $5,000
Reporting per trip 2 $2,500 $5,000
Surface Water (semi-annually) per trip 2 $2,100 $4,200
Leachate sampling and analysis per trip 2 $500 $1,000
Subtotal $27,200
LEACHATE COLLECTION AND TREATMENT allowance 1 $3,600 $3,600
Closure of Leachate Tank allowance 1 $0 $0
Subtotal $3,600
ROUTINE MAINTENANCE
Mowing acre 20 $150 $3,000
Fertilizing (once every 3 years) acre 6.7 $255 $1,700
Reseeding (once every 3 years) acre 6.7 $1,600 $10,667
Vector and Rodent Control acre 20 $30 $600
Subtotal $15,967
WELL MAINTENANCE
Groundwater Wells lump sum 1 $1,000 $1,000
Gas Detection Probes lump sum 1 $500 $500
Subtotal $1,500
CAP REPAIR lump sum 1 $6,000 $6,000
TOTAL OF ABOVE ITEMS $56,267
ENGINEERING - - 3% $1,688
CONTINGENCY - - 5% $2,813
TOTAL ANNUAL POST-CLOSURE COST (IN 2009 DOLLARS)=$60,768
TOTAL ANNUAL POST-CLOSURE COST (IN 2010 DOLLARS)=ANNUAL 2009 COST ESTIMATE * 1.012 (INFLATION MULTIPLIER) $61,497
TOTAL ANNUAL POST-CLOSURE COST (IN 2011 DOLLARS)=ANNUAL 2010 COST ESTIMATE * 1.011 (INFLATION MULTIPLIER) $62,174
TOTAL ANNUAL POST-CLOSURE COST (IN 2012 DOLLARS)=ANNUAL 2011 COST ESTIMATE * 1.021 (INFLATION MULTIPLIER) $63,479
TOTAL ANNUAL POST-CLOSURE COST (IN 2013 DOLLARS)=ANNUAL 2012 COST ESTIMATE * 1.018 (INFLATION MULTIPLIER) $64,622
TOTAL ANNUAL POST-CLOSURE COST (IN 2014 DOLLARS)=ANNUAL 2013 COST ESTIMATE * 1.015 (INFLATION MULTIPLIER) $65,591
TOTAL ANNUAL POST-CLOSURE COST (IN 2015 DOLLARS)=ANNUAL 2014 COST ESTIMATE * 1.014 (INFLATION MULTIPLIER) $66,510
TOTAL ANNUAL POST-CLOSURE COST (IN 2016 DOLLARS)=ANNUAL 2015 COST ESTIMATE * 1.010 (INFLATION MULTIPLIER) $67,175
TOTAL ANNUAL POST-CLOSURE COST (IN 2017 DOLLARS)=ANNUAL 2016 COST ESTIMATE * 1.013 (INFLATION MULTIPLIER) $68,048
TOTAL 30 YEAR POST-CLOSURE COST (IN 2017 DOLLARS)=$2,041,438
Notes:
1. All costs include labor by a third party.
2. Water quality monitoring and leachate management costs are estimated.
3. Cost for groundwater wells assumes maintenance of each well during the period.
4. Cost for the gas probes assumes maintenance of each probe during the period.
5. Inflation multipliers source: Division of Compliance & Enforcement, Bureau of Land & Waste Management, NCDEQ.
6. Leachate tank closure assumes salvage or resale value to equal cost to plug leachate lines and remove tank.
Closure and Post Closure Joyce Engineering, Inc.
Oxford MSW Landfill Permit Renewal Rev. August 2017