5403_LenoirCDLF_applic_20180213

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1.0 FACILITY PLAN............................................................................................................................................3
2.0 ENGINEERING PLAN..........................................................................a---....................................................a5
2.1 Analysis of the Facility Design and Landfill Capacity..... mommemommam moomommomma 6
3.0 OPERATION PLANE............. a a a a a & ON 0 & a a 0 ON 0 & a 0 0 0 a a a ox" a 0 so a *a a a a a a 0 0 0 a a a a 0 0 a am a 0 0 V 0 a " 0 a a a 0 a a a *a am 0 a a 0 0 a a a ME a " 0 a 0 a a a a s a a a 0 0 ME WE a a a a a a 0 a 0 a a a a a a a 0 0 a a a a 7
3.1 I-ntroduction................................................................................................................................................ 8
3.2 Operational Requirements.................... a a 0 0 a a 0 a 0 a a P a K a N 0 0 a a a a 0 a a a a a 0 a 5 ft a 0 ft 0 a a a a 0 0 a P a a P a 0 a a a a a a a a a 0 0 a a a a a 0 0 a a a 6 0 a 0 a 0 s a b a a a a 0 0 0 a a a a a a a a 0 a a a 0 a a 9
3.3 Small Type 1 Composting Plan...............................................................................................................14
4.0 CLOSURE PLANE............... 0 0 d a 0 b a 0 a a a a a 0 a a a a a a a a a a a a a a 0 a no 0 was a a SUN a a a a 0 a a a a a MR a a a a a a as a a a a& 0 0 a a a so a 0 a a a 0 a 8 a a 0 as 0 a m " am a am a a 0 0 a a A W a a a a 0 a a 0 a a 0 a a an ME* 1 5
4.1 Introduction.............................................................................................................................................a 16
4.2 Cap System.............................................................................................................................................17
4.3 Cohesive Soil Cap...................................................................................................................................17
4.4 Erosive Layer...........................................................................................................................................20
4.5 Methane Venting System........................................................................................................................20
4.6 Construction Quality Assurance (CQA) Report... MENMEMONO boosomoomm a RON 0 21
4.7 Closure Costs..........................................................................................................................................22
5.0 POST CLOSURE PLAN..............................................................................................................................24
5.1 Introduction..............................................................................................................................................25
5.2 Post Closure Costs....... memo a a a a a a a a 0 & a a a a a 0 a 0 a a a a a ff 0 W a 0 a a a a a a a a a 0 a 0 a 0 6 a a W a 0 0 a P a a 0 a a ff a 0 a W a a a W a a W a a a & 0 a a a a a a 0 a 0 a a ft 0 a R a a a a a a a a a a 0 a 26
Appendix A — Facility/Operation/Closure Drawings. a 27
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- r IMREWE
The County will continue to operate a Construction and Demolition Landfill (C&DLF) within the permitted
boundaries and upon the closed unlined municipal solid waste(MSW) landfill. The unlined MSW area
opened in 1982 and stopped receiving waste prior to October 9, 1991. The capped MSW stopped
receiving waste in December of 1997, and was closed in 1998. The capped MSW was certified in March,
2000. The closed MSW areas have a minimum of two feet of final cover.
The total permitted C&D capacity is 1,126,540 (1997 Submittal) cubic yards. The permitted capacity is the
sum of the total air space of 1,039,420 cubic yards (1997Submittal) and the final soil cover system of
87,120 cubic yards. The existing closed MSW footprint is approximately 47 acres in size.
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2A Analysis of the Facility Design and Landfill Capacity
The existing C&DLF unit is located a minimum of 50 from the property lines, 500 from existing wells, and
50' from any stream, river or lake, and the post settlement subbase elevation was prepared a minimum of
four feet above the seasonal high groundwater table and bedrock.
The County will cap their landfill within 180 days after the final receipt of solid waste. The cap system will
consist of 12 inches bridging material (temporary cover), 18 inches of soil liner with a permeability no
-5
greater than 1.0 x 10 cm/sec, and 18 inches of protective/erosive layer.
The cap contains gas venting system consisting of a series of washed stone trenches below the soil liner
that will be vented through pipes that penetrate the cap. The cap system will also include the proper
seeding and mulching of the erosive layer and other erosion control devices.
Landfill Capacity
The Life Expectancy calculations were calculated for Phases 4-6 of development with a vertical
expansion being included when a Phase is constructed adjacent to the previous Phase. Each successive
phase will vary in size due to being able to expand onto the previously filled areas. The Operation Plan of
the Engineering Report will delineate this more clearly. The airspace is a net volume excluding the
capping requirements:
Given:
Life expectancy based on actual survey dated May 8th, 2009 Fiscal Year 08-09 is as follows:
Life expectancy based on using the survey is 23,868 cubic yards/year (using 1200#/cy
compaction rate = 14,320.8 tons/year), for the first year and an annual increase of 3.1 % for each
year thereafter.
Phases
Airspace Available
Years of Life
Phase 4 = 160,920 cubic yards = 6.61 years
Phase 5 = 162,386 cubic yards = 6.53 years
Phase 6 = 194,738 cubic yards = 7.67 years
518,044 cubic yards 20.81 years
Soil requirements for construction, daily cover and final caps for Phases 4-6
(Assume an 8:1 Trash to soil ratio)
Soil needed for Intermediate and Daily Cover = 57,560 cubic yards
Soil needed for Closure = 87,120 cubic yards (18 acres)
Overall Soil Requirements = 144,680 cubic yards (closure and daily cover)
PHASE ASTE FOOTPRINT GROSS CAPACITY STATUS
(ACRE) (CUBIC YARDS)
1,2 & 3
18
518,159
ACTIVE AND PERMITTED
4
10.39
1607920
NEW PTO REQUESTED
5
VERTICAL EXPANSION
162,386
TO BE DEVELOPED
6
VERTICAL EXPANSION
1943738
TO BE DEVELOPED
TOTAL
18 ACRES
1,036,203
Note: All air space and soil calculation were determined by Autodesk Land Development computer
program.
Estimated schedule of closure will be approximately 21 years (Phases 1-6).
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3.1 Introduction
The County will continue to operate a Construction and Demolition Landfill (C&DLF) within the permitted
boundaries and upon the closed unlined municipal solid waste (MSW) landfill. The unlined MSW area
opened in 1982 and stopped receiving waste prior to October 9, 1991. The capped MSW stopped
receiving waste in December of 1997, and was closed in 1998. The capped MSW was certified in March,
2000. The closed MSW areas have a minimum of two feet of final cover.
In addition to the C&DLF, this facility has a MSW Lined Landfill, Asbestos disposal area, a White Goods
Drop -Off and Freon Extraction Area, Metals transfer pad, Small TypeA Compost Area, Closed LCID Unit,
borrow sites and a Leachate Collection Lagoon. A copy of contact information on all contract haulers of
recyclables shall be placed in the operating record.
The County will continue a program at the landfill for detecting and preventing the disposal of hazardous
and liquid wastes according to the approved existing plan. The program consists of random inspection of
incoming loads at a minimum of 1 % of the weekly traffic. Landfill personnel will be trained to recognize
hazardous and liquid wastes. Records will be kept on the training and the inspections.
The County will monitor for explosive gases at landfill structures and the perimeter of the landfill
according to the approved existing monitoring plan. The concentration of methane gases generated by
the landfill cannot exceed 25 percent of the lower explosive limit for methane in the structures, and it
cannot exceed 100 percent of the lower explosive limit for methane of the landfill property boundary. If
methane gas is found to exceed the acceptable limits at either the property boundary or landfill structures,
it is the County's responsibility to do the following:
1. Immediately take all necessary steps to ensure protection of human health, (i.e. no smoking,
etc.), temporarily abandon the structure and notify the Division of Waste Management(Division).
2. Within seven days of detection, place in the operating record the methane gas levels detected
and a description of the steps taken to protect human health; and
3. Within 60 days of detection, implement a remediation plan for the methane gas releases, place a
copy of the plan in the operating record, and notify the Division that the plan has been
implemented. The plan will describe the nature and extent of the problem and the proposed
remedy.
Off -site and on -site erosion will be controlled through erosion control structures and devices. Provisions
for a vegetative ground cover sufficient to restrain erosion will be accomplished within 30 working days or
120 calendar days upon completion of any phase of landfill development.
The County will record and retain at the landfill an operating record of the following information:
(1) Inspection records, waste determination records, and training procedures;
(2) Amounts by weight of solid waste received at the landfill;
(3) Gas monitoring results and any remediation plans;
(4) Any demonstration, certification, findings, monitoring, testing or analytical data
required for surface and groundwater monitoring;
(5) Any monitoring, testing or analytical data required for closure or post -closure;
(6) Any cost estimates and financial assurance documentation.
All information contained in the operating record will be furnished upon request to the Division or be made
available at all reasonable times for inspection by the Division.
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Ground and surface water will be sampled and analyzed according to the approved existing monitoring
pIan, to 40 CFR, Part 258, Appendix I detection monitoring requirements. The monitoring frequency for
all Appendix I detection monitoring constituents will be at least semiannual during the life of the facility
(including closure) and the post -closure period. A minimum of four independent samples from each well
(background and downgradient) will be collected and analyzed for the Appendix I constituents during the
first semiannual sampling event. At least one sample from each well (background and downgradient) will
be collected and analyzed during subsequent semiannual sampling events.
If the County determines that there is a statistically significant increase over background for one or more
of the constituents listed in Appendix i at any monitoring well at the relevant point of compliance, the
County will, within 14 days of the finding, report to the Division of Solid Waste and place a notice in the
operating record indicating which constituents have shown statistically significant changes from
background levels. The County will establish an assessment monitoring program within 90 days. The
County may demonstrate that a source other than the landfill caused the contamination or that the
statistically significant increase resulted from an error in sampling, analysis, statistical evaluation, or
natural variation in ground -water quality. A report documenting these demonstrations will be certified by a
Licensed Geologist or Professional Engineer and approved by the Division. A copy of this report will be
placed in the operating record. If a successful demonstration is made, documented, and approved by the
Division, the County may continue detection monitoring. If after 90 days, a successful demonstration is
not made, the County will initiate an assessment monitoring program.
3.2 Operational Requirements
1. Waste Acceptance and Disposal Requirements
A
. The C&DLF will only accept those solid wastes which it is permitted to receive. The
County will notify the Division within 24 hours of attempted disposal of any waste the
landfill is not permitted to receive.
b. Asbestos waste will be managed in accordance with 40 CFR 61-. The regulated
asbestos waste will be covered immediately with soil in a manner that will not cause
airborne conditions and will be disposed of separate and apart from other solid waste, as:
i. in a defined isolated area within the foot print of the landfill, or
ii. in an area not contiguous with other disposal areas. Separate areas
will be designated so that asbestos will not be exposed by future land- disturbing
activities.
c. Wastewater treatment sludges may be accepted, with the approval of the
Division, either, as a soil conditioner incorporated into or applied onto vegetative growth
layer. The wastewater treatment sludge will neither be applied at greater than agronomic
rates nor to a depth greater than six inches.
d. Asphalt in accordance with G.S. 130-294(m) will be accepted;
e. Inert debris from any source that is defined as solid waste which consists solely of
material that is virtually inert, such as brick, concrete, rock and clean soil will be
accepted;
f. Construction materials, that could or would be part of any construction, remodeling, repair
or demolition of pavement, buildings or other structures, from solid waste that is
generated by mobile or modular home manufacturers and asphalt shingle manufacturers
in the County. The waste must be source separated at the manufacturing site and must
exclude municipal solid waste, hazardous wastes, and other wastes prohibited from
disposal in a C&DLF. It must be transported to the County C&DLF in a shipment or
container that consists solely of the separated waste to be disposed of. The County
C&DLF will not accept this waste if it has not been separated or transported as specified.
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g. Unpainted wooden pallets generated only from C&D activities shall be disposed of in the
existing C&D landfill area, as they are received. Otherwise, wooden pallets shall be
stored for chipping and mulching. The pallets shall be stored on the ground in a 50 foot
diameter area 10 feet high. The stockpile shall have a minimum of 25 feet around the
stockpile and any other physical structures for fire prevention and inspection, as detailed in
the "Air Criteria and Fire Control" section. The maximum quantity stored on -site at any
time shall be 925 cubic yards. The maximum duration of stockpiles shall be no more than
one year. The pallets that are chipped or mulched are immediately sold to contract
haulers for use as boiler fuel. The chipped/mulched pallets that are not immediately sold
for boiler fuel shall be used for on -site landscaping. Any ground material stockpiled on -site f
or more than thirty(30) days will be monitored as to not exceed 150 degrees Fahrenheit.
The stockpile will be monitored using a 3 foot long (min.) windrow probe thermometer, at a
frequency of once a day. Any actions (turning material or wetting) taken to maintain the
temperature and any notations/documentation will be place in the operating record.
Contact information of contract haulers shall be place in the operating record.
h. The following wastes are prohibited from disposal at the C&DLF
i. Containers such as tubes, drums, barrels, tanks, cans, and bottles unless they
are. empty and perforated to ensure that no liquid, hazardous or municipal solid
waste is contained therein.
ii. Garbage as defined in G.S. 130A-290(a)(7).
Hazardous waste as defined in G.S. 130A-290(a)(8), to also include hazardous
waste from conditionally exempt small quantity generators.
iv. Industrial solid waste unless a demonstration has been made and
approved by the Division that the landfill meets the requirements of Rule
.0503(2)(d)(ii)(A).
v. Liquid wastes.
vi. Medical waste as defined in G.S. 130A-290(a)(18)
vii. Municipal solid waste as defined in G.S. 130A-290(a)(18a)
viii. Polychlorinated biphenyls (PCB) wastes as defined in 40 CFR 761
ix. Radioactive waste as defined in G.S. 104E-5(14)
x. Septage as defined in G.S. 130A-290(a)(32)
xi. Sludge as defined in G.S. 130A-290(a)(34)
xii. Special waste as defined in G.S. 130A-290(a)(40)
i. White goods as defined in G.S. 130A-290(a)(44)
xiv. Yard trash as defined in G.S. 130A-290(a)(45) ,shall not be disposed in the
landfill area. However, yard trash, along with land -clearing debris and wooden
pallets (as defined below), may be accepted for processing in the Temporary
Storm Debris area(when it is permitted for operation) and/or the Small Type-1
Composting Area as shown on the Existing Conditions maps in the Facility and
the Engineering/Operation drawings.
xv. Wooden Pallets generated by means other than C&D activities
i. The following waste will not be received if separate from C&DLF waste: lamps or light
bulbs including but not limited to halogen, incandescent, neon or fluorescent; lighting
ballast or fixtures: thermostats and light switches; batteries including but not limited to
those from exit and emergency lights and smoke detectors; lead pipes; lead roof flashing;
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transformers; capacitors; and copper chrome arsenate (CCA) and creosote treated
woods.
j. Waste accepted for disposal in the C&DLF unit shall be readily idenable as C&D waste
and must not have been shredded, pulverized, or processed to such an extent that the
composition of the original waste cannot be readily ascertained except in the case where
the waste has come from a permitted recycling and reuse facility.
k. The County will not knowingly dispose any type or form of C&D waste that is generated
within the boundaries of a unit of local government that by ordinance:
i. Prohibits generators or collectors of C&D waste from disposing that type
or form of C&D waste.
ii. Requires generators or collectors of C&D waste to recycle that type or
form of C&D waste.
I. White Goods are received at this facility, in the designated area, but are not disposed of
in the landfill. The White Goods Drop -Off area provides for the proper removal of
chlorofluorocarbon refrigerants by well trained personnel. Once the chlorofluorocarbon is
removed the white goods shall be moved to the Metals Transfer Pad, where it is placed
in a 40 yard roll -off and hauled to the recycler. Contact information of contract
haulers!recyclers shall be place in the operating record.
m. Contact information of contract haulers shall be place in the operating record.
2. Cover material requirements.
a. Except as in Subparagraph (c), the County must cover the solid" waste with six inches of
earthen material when the waste disposal area exceeds one-half acre and at least once
weekly. Cover must be placed at more frequent intervals if necessary to control disease
vectors, fires, odors, blowing litter and scavenging. A notation of the date and time of the
cover placement must be recorded in the operating record, as specified in Paragraph 10
in this section.
b. Except as in Subparagraph (c), areas which will not have additional wastes placed on
them for three months or more, but where final termination of disposal operations has not
occurred, will place twelve inches of intermediate cover and stabilized with vegetative
ground cover or other stabilizing material.
c. Alternative material or an alternative thickness of cover may be used, if the County
demonstrates that the alternative material or thickness controls disease vectors, fires,
odors, blowing litter, and scavenging without presenting a threat to human health and the
environment, and is approved by the Division.
3. Spreading and compacting requirements.
a. C&DLF units will restrict solid waste to the smallest area feasible.
b. Solid waste will be compacted as densely as practical into cells.
c. Fencing and/or diking will be provided within the area to confine solid waste which is
subject to be blown by the wind. At the conclusion of each operating day, all windblown
material resulting from the operation will be collected and disposed of by the County.
4. Disease vector control
a. The County will prevent or control on -site populations of disease vectors using
techniques appropriate for protection of human health and the environment.
b. "Disease vectors°' means any rodents, flies, mosquitoes, or other animals, including
insects, capable of transmitting disease to humans.
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5. Air Criteria and Fire Control
a. The County will ensure that the units do not violate any applicable requirements
developed under a State Implementation Plan (SIP) approved or promulgated by the U.S.
EPA Administrator pursuant to Section 110 of the Clean Air Act, as amended.
b. Open burning of solid waste, except for the approved burning of land clearing debris
generated on -site or debris from emergency clean-up operations, is prohibited at all
C&DLF facilities. Prior to any burning a request will be sent to the Division for review and
approval. In addition, the Division of Air Quality and local fire department must approve
the activity prior to burning. The Division will determine the burning to be approved if it is
one of two types of burning previously referenced. A notation of the date of approval and
the name of the Division personnel who approved the burning must be included in the
operating record.
c. Equipment will be provided to control accidental fires. In the event of an emergency the
operator(s) will call 911. The site is located in the La Grange Fire District and will be
served by their volunteer fire department. Fire extinguishers are located in all buildings
and on all equipment. Dirt piles are also on site to use in emergency situations.
d. Fires and explosions that occur at the C&DLF require verbal notice to the Division within
24 hours and written notification within 15 days. Written notification must include the
suspected cause of fire or explosion, the response taken to manage the incident, and the
action(s) to be taken to prevent the future occurrence of fire or explosion.
6. Access and safety requirements
a. The C&DLF will be adequately secured by means of gates, chains, beams, fences and
other security measures approved by the Division of Solid Waste Management to prevent
unauthorized entry.
b. An attendant will be on duty at the site at all times while it is open for public use to ensure
compliance with operational requirements.
c. The access road to the site and monitoring locations will be of all-weather construction
and maintained in good condition.
d. Dust control measures will be implemented when necessary. If dust problems should
arise, the County will use any reasonable means necessary to reduce it. At a minimum
the County will spray water on necessary areas. Water sources for dust control will be
from the existing sediment basins, existing creeks and existing on -site wells.
e. Signs providing information on tipping or disposal procedures, the hours during which the
site is open for pubic use, the permit number and other pertinent information will be
posted at the site entrance.
f. Signs will be posted stating that no hazardous or liquid waste can be received.
g. Traffic signs or markers will be provided as necessary to promote an orderly traffic
pattern to and from the discharge area and to maintain efficient operating conditions.
h. The removal of solid waste from the C&DLF will be prohibited unless the County has
included in it's operational plan a recycling program which has been approved by the
Division. The general public is prohibited from removal activities on the working face.
7. Erosion and Sedimentation Control Requirements
a. Adequate sediment control measures (structures or devices), will be utilized to prevent
silt from leaving the landfill.
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b. Adequate sediment control measures (structures or devices), will be utilized to prevent
excessive on -site erosion.
c. Provisions for a vegetative ground cover sufficient to restrain erosion will be
accomplished within 30 working days or 120 calendar days upon completion of any
phase of landfill development.
Drainage Control and Water Protection Requirements
a. Surface water will be diverted from the operational area and will not be impounded over
waste.
b. Solid waste will not be disposed of in water.
c. Leachate will be contained on site and properly treated prior to discharge.
d. The landfill will not:
(i) 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.
(ii) Cause the discharge of a nonpoint source of pollution to waters of the United
States, including wetlands, that violates any requirements 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.
e. The County will inspect the exterior slopes of the landfill at least weekly to determine if
there are any breakouts of leachate in the slopes. If any are discovered, they will be
contained immediately to assure that they will not leave the site. The containment can
consist but not be limited to an earthen berm, sand bags, erosion control logs and/or
anything that will contain the leachate on the slope.
The repair of the breakout will require excavating into the cover soil on the slope down
to the waste and into the waste to determine what is causing the leachate to come to
the surface. Normally it is another layer of soil that has been used as cover and the
leachate is flowing along that layer to the slope and surfacing on the slope. The lower
layer of cover needs to be removed at the breakout so that the leachate that is flowing
along this cover has a point where it will go vertically into the landfill instead of flowing
along the soil boundary that was once either daily cover or an intermediate cover.
Once this soil layer has been breached, the excavation can be filed back with stone,
clean waste or any material, other than soil, that will allow the leachate to flow vertically
instead of horizontally. Once the excavation has been filled with this material, the
surface can be cover with soil so that surface water does not intrude into the
excavation. Vegetative cover will be reestablished over the excavated area.
Survey for Compliance
Within 60 days of a permittee's receipt of the Division's written request, the permittee will have a
survey conducted of active and/or closed portions of the units) at the facility in order to determine
whether operations are being conducted in accordance with the approved design and operation
plans. The permittee must report the results of the survey, including a map produced by the
survey, to the Division within 90 days of receipt of the Division's request.
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a. A survey shall be required by the Division:
(i) If there is reason to believe that the operations are being conducted in a manner
that deviates from the plan listed in the effective permit, or
(ii) As verification that operations are being conducted in accordance with the plan
listed in the effective permit.
b. Any survey pursuant to this Paragraph must be performed by a professional land
surveyor duly authorized under North Carolina law to conduct such activities.
10. Record keeping Requirements
a. The County will record and retain at the facility, or an alternative location near the facility
approved by the Division, in an operating record the following information as it becomes
available.
(i) Inspection records, waste determination records, and training procedures;
(ii) Amounts by weight of solid waste received at the landfill to include source of
generation.
(iii) Any demonstration, certification, findings, monitoring, testing or analytical data
required for surface, groundwater and gas monitoring;
(iv) Any monitoring, testing, or analytical data required for closure or post -closure;
(v) Any cost estimates and financial assurance documentation;
(vi) Notation of date and time of placement of cover material; and,
(vii) All audit records, compliance records and inspection reports.
(viii) Notation of approval date and the name of the Division personnel who approved
the type of the open burning; and
(ix) Approved monitoring plan and corrective action plans.
b. All information contained in the operating record will be furnished to the Division of Solid
Waste Management according to the permit or upon request, or be made available for
inspection by the Division.
c. The operating record will also include a copy of the approved operation plan and all
required permits.
The County will continue to operate a Small Type-1 Compost Facility according to the approved existing
plan. The County will process or store less than 6,000 cubic yards of material per quarter, in an area less
than 2 acres in size on existing ground.
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The Division of Solid Waste Management requires that the Engineer certifies the constructed cap is built
according to approved plans and specifications. The Engineer that will accomplish this task is the one
who did the planning and has written the specifications.
Before construction can begin apre-construction meeting will be held and the responsibilities and duties
of each party will be discussed.
The Contractor is responsible for following and meeting the requirements set forth in the contract
documents. The Contractors will provide to the Owner of the landfill and the Engineer a completed landfill
constructed by Division's approved plans and specifications. The Contractor will give the Engineer a
schedule for completion of the landfill including dates for expected construction of the cohesive soil test
pad, cohesive soil cap, erosive layer, and estimated time for project completion. The contractor is
responsible for providing a foreman to remain on site at all times during construction, provide qualified
personnel to conduct quality control, scheduling and coordinating the subcontractors, provide progress
reports and as -built drawings, and coordinating construction activities with the Engineer. The foreman is
responsible for supervising and coordinating with his crew, subcontractors, quality control personnel,
attending all meetings and notifying the Engineer's Construction Observer when any discrepancies occur.
The Contractor will meet with the Construction Observer on a daily basis to discuss the days construction
activities. The results of all tests and any change in schedule shall be given -to the Construction Observer
as soon they are known by the contractor. The Contractor must be registered in the state of North
Carolina.
The Engineer is responsible for providing the engineering design, drawings and specifications, contract
documents and Construction Quality Assurance(CQA) needed for construction of the landfill. Tne
Engineer is responsible for conduction of the pre -construction meeting, which will lay out the foundation
for the project. The engineer will approve any design changes and certify to the Division of Solid Waste
Management that the cap was constructed according to the requirements of Rule .0541 CQA Plan and
.0540 Construction requirements for C&D Facilities, and Division approved plans and specifications. This
will be accomplished by on -site observation and independent laboratory soil testing to test site specific
soil properties including .permeability. The Engineer will be providing Quality Assurance by spot testing
along side the contractor, who will be providing the Quality Control. The Engineer will certify that the
construction was completed in accordance with the CQA manual. The Engineer must be a professional
engineer registered in North Carolina.
The Construction Observer (CO) is the Engineer's representative on -site. It is the CO's responsibility to
know and interpret the plans and specifications of the project. On a daily basis the CO will coordinate with
the Foreman to help ensure a quality product for the Owner. The CO will keep a daily log on the activities
of the Contractor, keep notes on all meetings, and handle all quality assurance activities indicated in this
document. The CO will keep a log of all material delivered on site and ensure the materials meets or
exceeds the specifications indicated in this report. If the need arises additional meetings will be
scheduled as determined by the CO.
Prior to beginning closure, the County shall notify the Division that a "Notice of the Intent to Close" the
unit has been placed in the operating record. The County shall begin closure activities no later than thirty
(30) days after the date on which the landfill receives the final wastes, or if the landfill has remaining
capacity and there is a reasonable likelihood that the landfill will receive additional wastes, no later than
one year after the most recent receipt of wastes. Extensions beyond the one-year deadline for beginning
closure may be granted by the Division if the County demonstrates that the landfill has the capacity to
receive additional waste and the County has taken and will continue to take all steps necessary to
prevent threats. to human health and the environment from the closed landfill.
The County shall complete closure activities in accordance with the closure plan within 180 days following
the final receipt of waste. Extensions of the closure period may be granted by the Division of Solid Waste
if the County demonstrates that closure will, of necessity, take longer than one hundred eighty (180) days
P:\ Solidwaste\G17041 Lenoir C&D Permit\documents\Permit Application.doc LHC 2/8/2017 16

and the County has taken and will continue to take all steps to prevent threats of human health and
environment from the enclosed landfill.
Following closure of the landfill, the County shall notify the Division that a certification, signed by the
project engineer verifying that closure has been completed in accordance with the closure plan, and has
been placed in the operating record. The County shall record a notation on the deed to the landfill
property and notify the Division of Solid Waste that the notation has been recorded and a copy has been
placed in the operating record. The notation on the deed shall in perpetuity notify any potential purchaser
of the property that the land has been used as a landfill and its use is restricted under the closure plan
approved by the Division of Solid Waste. The County may request permission from the Division to
remove the notation from the deed if all waste is removed from the landfill.
The County will cap their landfill within 180 days after the final receipt of solid waste. The cap system will
consist of 12 inches of intermediate cover, 18 inches of cohesive soil with a permeability no greater than
1.0 x 10-5 cm/sec, and 18 inches of erosive layer. The cap will contain gas venting system consisting of a
series of washed stone trenches below the soil liner that will be vented through 10" diameter PVC pipes
that penetrate the cap. The cap system will also include the proper seeding and mulching of the erosive
layer and other erosion control devices. The largest area currently requiring a cap system will be 18.0
acres.
4.3 Cohesive Soil Cap
All materials and equipment shall be furnished by an established and reputable manufacturer or supplier.
All materials and equipment shall be new and shall be of first class ingredients and construction,
designed and guaranteed to perform the service required and shall conform with the following standard
specifications or shall be the product of the listed manufacturers or similar and equal thereto as approved
by the Engineer.
Test Marne
Moisture/Density
Remolded Permeability
Atterberg Limits
Visual Classification
Grain Size Distribution
Field Moisture/Density
Permeability
Remolded Permeability
Atterberg Limits
Visual Classification
Grain Size Distribution
Test Method
ASTM D698/D1557
ASTM D5084
ASTM D4318
ASTM D2488
ASTM D422
Contractor/Engineer
Frequency
1 per 5000 c.y.
1 per 5000 c.y.
1 per 5000 c.y.
1 per 5000 c.y.
1 per 5000 c.y.
ASTM D1556 (sand cone)
ASTM D2922/D3017 (nuclear gauge)
ASTM D2937 (drive cylinder)
ASTM D5084
ASTM D5084
ASTM D4318
ASTM D2488
ASTM D422
•
3 per lift
1 per lift
1 per lift
1 per lift
1 per lift
1 per lift
P:\ Solidwaste\G17041 Lenoir C&D Permit\documents\Permit Application.doc LHC 2/8/2017 17

Field Moisture/Density ASTM D1556 (sand cone)
ASTM D2922/D3017 (nuclear gauge)
ASTM D2937 (drive cylinder)
Permeability ASTM D5084
Atterberg Limits ASTM D4318
Visual Classification ASTM D2488
Grain Size Distribution ASTM D422
1 per lift per acre
1 per lift per acre
1 per lift per acre
1 per lift per acre
1 per lift per acre
(a) Suitable on -site and/or off -site soils may be used as cohesive soil cap if it can achieve an in -place
permeability of 1.0 x 10-5 cm%sec or less and _meets all testing requirements indicated in the material
testing paragraph in this section. Wyoming bentonite or an approved equivalent may be blended with
the soil to lower the soil's permeability.
(b) A permeability "window" shall be developed for each type of soil from the borrow material that will be
used for construction of the cohesive soil cap. The window shall be plotted on a semi -log plot with
moisture content versus density. Laboratory testing to develop the window shall include a series of
remolded samples compacted to various dry densities and moisture contents utilizing the same
compactive effort (ASTM D 698 or D 1557). The remolded samples shall be tested for permeability to
determine whether or not the particular soil type will provide the maximum permeability (1.0 x 10-5
cm/sec) at various dry densities and moisture contents. The window is then developed from the
accepted remolded samples and moisture contents from the semi -log plot. A straight line is typically
drawn between the acceptable points on the moisture -density curve to indicate a range of probable
acceptable permeability results. The window will be used in the construction of the test strip to verify
the laboratory remolded permeability results.
(c) Atterberg Limits (ASTM D4318) and grain size distribution (ASTM D422) and visual classification
(ASTM D2488) shall also be conducted on the bulk samples used to prepare the permeability window.
These tests can be used as indices on random samples collected from the borrow site during
construction to verify the soil type is the same as was used to develop the "window". As a minimum,
sufficient visual classifications and Atterberg Limits shall be conducted in association with each
permeability test to verify that the construction materials meet specifications.
(d) A test strip of compacted cohesive soil cap shall be prepared to verify the permeability "window''
prior to general installation of the cohesive soil cap. The test strip will be used to verify the results from
the remolded permeabilities from the borrow site utilizing the permeability window(s) for each soil type
that is going to be used for construction of the cohesive soil cap. At a minimum, the verification will
consist of three moisture density tests, one Atterberg limits test, one grain size distribution test (ASTM
)2488, D4318, and D422), and one Shelby Tube sample for each lift constructed in the test pad.
Laboratory permeability tests shall be performed on tube (Shelby or drive tubes) samples of the
cohesive soil cap after placement and compaction. The permeability must be a maximum of 1.0 x10-
5cm/sec. Tests shall be performed in accordance with the ASTM D5084. The test strip shall be
approximately 2,500 sq. ft. in surface area and constructed to conform geometrically to the site
topography with a minimum lateral dimension in any direction of 25 ft. The test strip shall consist of at
least three compacted 6 inch lifts of cohesive soil cap. Placement and testing of the test strip shall be
in conformance with the construction specifications and requirements for general installation of the
cohesive soil cap. Test results from the test strip shall be used to guide placement and achievement of
the required maximum permeability of 1.0 x 10-5 cm/sec of the cohesive soil cap. The test strip may be
used as an integral part of the overall cohesive soil cap if it meets the required specification for the cap.
All results shall be given to the Construction Observer.
P:\ Solidwaste\G17041 Lenoir C&D Permit\documents\Permit Application.doc LHC 2/8/2017 1 g

(e) The soils shall be placed to the total thickness shown on the plans in maximum 8-inch thick loose
lifts with a maximum 6" compacted lift compacted preferably at a moisture content between 0 to 3%
above optimum moisture content to 95% standard Proctor maximum dry density (ASTM Test
Designation D698). A sheepsfoot roller or approved alternative may be used to compact the soil cap
provided the compaction and permeability requirements can be achieved. Each lift shall be tested for
permeability, moisture content, particle size distribution analysis, Atterberg limits, moisture -density -
permeability relation, and if needed percent bentonite admixed with soil, prior to the placement of the
succeeding lift and visually inspected to confirm that all soil clods have been broken and that the
surface is sufficiently scarified- so that adequate bonding can be achieved. Soils- for cohesive soil cap
shall be screened, disked, or prepared using any other approved method as necessary to obtain a
homogeneous cohesive soil with clod sizes in a soil matrix no larger than about 1.5 inches in maximum
diameter. After each lift, the surface shall be scarified prior to the placement of the next lift to provide
good bonding from one lift to the next.
(f) The cohesive soil cap shall be tested to evaluate the coefficient of permeability. The coefficient of
permeability of the soil cap shall be equal to or less than 1.0 x 10-5 cm/sec after placement and
compaction. The soil cap must be a minimum of 1.5 feet thick.
(g) Laboratory permeability tests shall be performed on tube (Shelby or drive tubes) samples of the
cohesive soil cap after placement and compaction. The .permeability must be a maximum of 1.0 x 10-
5cm/sec. Tests shall be performed in accordance with ASTM D5084.
(h) The soil cap shall be tested a minimum of one soil sample per lift per acre for laboratory
permeability. All permeability testing will be on random samples judged by the Engineer to be
representative of the most permeable soil conditions for the area being tested. The project engineer
shall certify that the materials used in construction were tested according to the Division approved
plans. If after placement of the soil cap it fails the required tests, the material will either be reworked or
replaced and then retested for permeability. The soil cap must remain moist at all times, if any section
becomes dry, rework the dry area and moisten.
(i) A minimum of two (2) inches of soil shall be removed prior to securing each sample for permeability
testing. The sampling tube shall be advanced vertically into the soil with as little soil disturbance as
possible and should be pushed using a uniform pressure. The sampling tube (Shelby tube), when
extracted, shall be free of dents, and the ends shall not be distorted. A backhoe or approved alternative
should be used to advance the sampling tube (Shelby tube) as long as disturbance is minimized. Drive
tube samples of the cap may be obtained for permeability testings. If the Engineer judges the sample
to be too disturbed, another sample shall be taken. Once an acceptable sample has been secured and
properly prepared, all sample excavations shall be backfilled to grade with a 50% mixture of bentonite
and similar soils in maximum 3-inch loose lifts and hand tamped with a blunt tool to achieve a tight seal
equivalent to the original density.
(j) No additional construction shall proceed on the soil layers at the area being tested until the Engineer
has reviewed the results of the tests and judged the desired permeability is being achieved.
(k) As a minimum, sufficient visual classifications (ASTM Test Designation D2488) ,analyses (ASTM
Test Designation D422) and Atterberg limits (ASTM Test Designation D4318) shall be conducted in
association with each permeability test to verify that the construction materials meet specifications. The
minimum number of tests will be 1 per lift per acre.
(I) If the soil for the cohesive soil cap is incapable of achieving the required permeability when
compacted, bentonite or approved alternative may be mixed with the soils to decrease the permeability.
The amount of additive required must be determined in the laboratory. Where additives are required,
the soil shall be placed in maximum &inch thick loose lifts and compacted, preferably between 0 to
+3% optimum moisture content to 95% standard Proctor maximum dry density (ASTM Test Designation
)698) for the soil -additive mixture. All other compaction procedures for the soil apply.
P:\ Solidwaste\G17041 Lenoir CB:D Permit\documents\Permit Application.doc LHC 2/8/2017 19

(m) The Contractor shall protect the cohesive soil cap from desiccation, flooding and freezing.
Protection, if required, may consists of a thin plastic protective cover, (or other material as approved by
the engineer) installed over the completed cohesive soil cap until such time as the placement of flexible
membrane liner begins. Areas found to have any desiccation cracks or which exhibit swelling, heaving
or other similar conditions shall be replaced or reworked by the contractor to remove these defects.
(n) The thickness and grade of the soil cap will be verified by the surveyor. The soil cap will be
surveyed at 100' grid points where the elevations of the top of landfill will be checked with the top of soil
cap to verify 1.5 feet of soil cap. The grade will then be verified with the surveyed information. The
survey will be performed by North Carolina Professional Land Surveyor.
The soil for the erosive layer shall consist of any soils suitable of supporting vegetative growth.
(a) Native vegetation will be used as recommended in the NC Erosion and Sediment Control
Planning and Design Manual and as shown in the Closure Plan drawings in Appendix A.
(b) The thickness and grade of the erosive layer wi!I be verified by the surveyor. The erosive
soil layer will be surveyed at 100 foot grid points where the elevations of the top of landfill will
be checked with the top of soil cap to verify 1.5 feet of erosive soil layer. The grade will then be
verified with the surveyed information. The survey will be performed by North Carolina
Professional Land Surveyor.
4.5 Methane Venting System
Gas Venting System
NC.D.O.T. No.5 stone, Geotextile fabric, and 8" and 10" plastic pipes will be used in the construction
of the Gas venting system.
(1) Stone in Trenches and Surrounding Perforated Collection Piping
Stone for methane collection system shall meet the requirements of NC DOT aggregate,
standard size No. 5 and shall contain no fines. Stone must pass the sieve analysis test for
No. 5 stone performed at the quarry.
(2) Geotextile Fabric
Geotextile fabric surrounding the stone/piping shall be non -woven needle punched fabric with
the following minimum properties:
1) Weight
2) Grab Strength
3)
Grab Elongation
4) Trapezoidal Tear Strength
5) Puncture Strength
6) Mullen Burst Strength
7) Permittivity
8.0 oz/yd2 ASTM D-3776
205 lbs. ASTM D-4632
50% ASTM D4632
85 Ibs. ASTM D4533
100 lbs. ASTM D4833
320 psi ASTM D-3786
1.4 sec' ASTM D4491
Geotextile fabric shall be manufactured by Polyfelt , TNS Advanced Technologies, or
approved equal.
(3) Plastic Pipe
Plastic gravity sewer pipe and fittings used for methane vent shall be unplasticized polyvinyl
chloride (PVC) and conform to the requirements of ASTM Designation D-3034 on ASTM
F679, Type PSM, Class 12454-B, SDR-35 with elastomeric gasket joints. PVC pipe and
P:\ Solidwaste\G17041 Lenoir C&D Permit\documents\Permit Application.doc LHC 2/8/2017 20

fittings shall be as manufactured by J-M Pipe, Certainteed, H&W Industries or equal. The
methane riser pipe shall be a 10 inch solid wall PVC pipe.
The methane gas venting system on top of the landfill will be constructed after all phases of filling
have been completed.
The CQA report will contain the results of all the construction quality assurance and construction
quality control testing including documentation of any failed test results, descriptions of procedures
used to correct the improperly installed material, and results of all retesting performed. The CQA
report will contain as -built drawings noting any deviation from the approved closure plans and will
also contain a comprehensive narrative including, but not limited to, daily reports from the project
engineer, a series of color photographs of major project features, and documentation of
proceedings of all progress and troubleshooting meetings. The CQA report shall be certified, signed,
dated, and sealed by a professional engineer registered in the State of North Carolina.
P:\ Solidwaste\G17041 Lenoir C&D Pemut\documents\Permit Application.doc LHC 2/8/2017 21

The largest area to be closed within the permitted life will be 18 Ac. Post Closure will be 30 years after
closure.
Closure Costs:
Closure will consist of the following which costs are estimated as being done by a third party.
-5
1. 18 of 1x10 cm/sec. soil cover, surface preparation;
2. Erosion Control Devices;
3. 18" Erosive layer;
4. Seeding and Mulching;
5. Mobilization/Demobilization, machine /equipment costs, and fuel costs;
6. Labor Costs;
7. Stone for methane gas collection.
8. Geotextile for methane gas collection.
9. Vent pipes for methane gas collection, and
10. Engineering Costs and QA/QC of the Composite liner and certification of closure,
including CQA field monitoring and lab testing, CQA reporting and certification,
construction administration and bidding, Survey as-builts and recordation fees.
Estimate of Probable Costs:
1. 18" of 1 x10-5 cm/sec. soil cover for 18 acres:
(including surface preparation)
Total yardage + 15% = 50,094 yd3 @ a cost of $10.00/yd3
.•. Cost = $500,940
2. Erosion Control devices
Estimated costs @ $125,000
.•. Cost = $125,000
3. 18" Erosive soil layer for 18 acres.
Total yardage + 15% = 50,094 yd3 @ a cost of $4.5G/yd3
.. Cost = $225,423
4. Seeding and Mulching for 18 acres.
Estimated cost of $2,300/acre
.•. Cost = $41,400
5. Mobilization/Demobilization.
(including Machine/Equipment costs and fuel costs)
Estimated cost of $250,000
6. Labor Costs.
Estimated cost of $285,000
.-. Cost = $285,000
P:\ Solidwaste\G17041 Lenoir CRD Pemut\documents\Permit Application.doc LAC 2/8/2017 22

7. Stone for methane gas collection.
Total estimated linear feet =400 ft.
Total estimated volume for a 2'x1' trench = 800 ft3
with a density of 120 Ibs/ft3 total weight =48 tons @ a cost of $28.00/ton
.•. Cost = $17344
8. Geotextile for methane gas collection.
Total estimated linear feet = 400 ft.
Total estimated perimeter fora 21x1' trench =
(400 ft x 6 ft )=2400 ft2 @ a cost of $0.25/ ft2
.•. Cost = $600
9. Vent pipes for methane gas collection.
Estimated cost @ $600.00 each (10 vents).
.•. Cost = $61000
10. Engineering Costs and QA/QC of the Composite liner and certification of closure.
(including CQA field monitoring and lab testing, CQA reporting and certification,
construction administration, construction documentation and bidding, Survey as-builts
and recordation fees)
Estimated cost = $225,000
Cost = $225,000
Total of Estimated Closure Costs:
1. $ 500, 940
2. $ 1253000
3. $ 225,423
4. $ 413400
5. $ 250,000
6. $ 2853000
7. $ 1, 344
8. $ 600
9. $ 6,000
10. $ 225,000
Total: $ 1,660,707
P:\ Solidwaste\G17041 Lenoir C&D Permit\documents\Permit Application.doc LHC 2/8/2017 23

• �
P:\ Solidwaste\G17041 Lenoir C&D Permit\documents\Pecmit Application.doc LHC 2/8/2017 24

Name:
Title:
Phone No..
Address:
I7���: •Tr[•731I•'�
Hal Oliver
Solid Waste Director
(252) 5664194
2919 Hodges Farm Rd.
Kinston, NC 28501
The County has no future use planned for their landfill at this time. However, any future use of the landfill
shall not disturb the integrity of the cap system, base line system or any other components of the
containment system or the functioning of the monitoring systems.
The County Landfill will be monitored quarterly for evidence of settlement, subsidence and ponding in the
cap system. The entire site will be monitored quarterly for evidence and effects of erosion. The erosion
control plan will be preserved. All gates, fencing, access roads, and signs shall be maintained
appropriately. Annually in the Spring, the vegetative cover will be monitored to assure a good stand of
vegetation, and where needed, it will be reseeded. The vegetative cover will be mowed twice a year ,
once in mid -summer and again in early fall. These maintenance activities will take place over the entire
post closure period of thirty years.. The County will make repairs as necessary to maintain the integrity
and effectiveness of the Cap System.
The County Landfill will monitor and analyze ground and surface water semi-annually for Subtitle D
Appendix I constituents for a period of thirty years. The County will also monitor methane gas at landfill
structures and the boundary quarterly for the thirty-year period.
The County will inspect the exterior slopes of the landfill at least weekly to determine if there are any
breakouts of leachate in the slopes. If any are discovered, they will be contained immediately to assure
that they will not leave the site. The containment can consist but not be limited to an earthen berm, sand
bags, erosion control logs and/or anything that will contain the leachate on the slope.
The repair of the breakout will require excavating into the cover soil on the slope down to the waste and
into the waste to determine what is causing the leachate to come to the surface. Normally it is another
layer of soil that has been used as cover and the leachate is flowing along that layer to the slope and
surfacing on the slope. The lower layer of cover needs to be removed at the breakout so that the
leachate that is flowing along this cover has a point where it will go vertically into the landfill instead of
flowing along the soil boundary that was once either daily cover or an intermediate cover.
Once this soil layer has been breached, the excavation can be filed back with stone, clean waste or any
material, other than soil, that will allow the leachate to flow vertically instead of horizontally. Once the
excavation has been filled with this material, the surface can be cover with soil so that surface water does
not intrude into the excavation. Vegetative cover will be reestablished over the excavated area.
Following completion of the post -closure care period for each unit, the owner or operator will notify the
Division of Solid Waste that a certification, signed by a registered professional engineer, verifying that
post -closure care has been completed in accordance with the post -closure plan, has been placed in the
operating record.
P:\ Solidwaste\G17041 Lenoir C&D Pemut\documents\Permit Application.doc LHC 2/8/2017 25

The largest closed area, to be monitored within the post closure life will be 47 acres.
Methane gas, ground water and surface water will be monitored for 30 years after closure. The cap will
also have to be monitored for the 30 year period. All costs include reports, data analysis, and
certifications.
1. Ground and Surface Water monitoring semiannually for 30 years for
appendix I constituents and statistical analysis.
Estimated cost/sample = $940.00/sample
Total annual samples = 2(7 wells + 2 surface) = 18 samples/year
Estimated cost = 30 years x 18 samples/year x $940.00/sample =
•. Cost = $507,600
2. Methane Gas monitoring quarterly for 30 years.
Estimate $600.00/quarter = $2,400.00/year
Estimated cost = 30 year x $2,400.00 = $72,000.00
.•. Cost = $72,000.00
3. Cap Monitoring and repairing (including maintenance of all gates, fencing, access roads
and signs, mowing and re -vegetation)
Estimate $13,000/year for the 30 years.
.•. Cost = $390,000
4. Closure of sedimentation and erosion control devices.
Estimate $84,000.00 for closure
5. Maintenance of gas vents, monitoring wells, etc.
Estimate $6,900/year for the 30 years.
•. Cost = $207,000
6. Administration/Record keeping/Certification
Estimate $6,500/year for 30 years
Cost = $195,000
Total of Estimated Post Closure Costs:
1. $ 5077600
2. $ 72,000
3. $ 390,000
4. $ 84,000
5. $ 2073000
6. $ 195,000
Total: $ 1,455,600
P:\ Solidwaste\G17041 Lenoir C&D Permit\documents\Permit Application.doc LHC 2/8/2017 26

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P:\ Solidwaste\G17041 Lenoir C&D Permit\documents\Permit Application.doc LHC 2/8/2017 27

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CONSTRUCTION AND DEMOLITION
LANDFILL FACILITY
FACILITY/OPERA TION/CLOSURE PLAN
Permit Number: 54m03
LocatiSite on: 2949 Hodges Farm Road
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DATE: 111712017
DRWN. BY. L. CRAWFORD
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PROJECT NUMBER
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DRAWNNG NO. SHEET NO.
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INDEX
SHEET DRAWING
NO. N0. DESCRIPTION
1 T1 TITLE SHEET
2 T2 INDEX AND VICINITY MAP
3 CD1 FACILITY PLAN AND EXISTING CONDITIONS AS OF 4 29 2016
4 CD2 PHASE 4 FILL PLAN
5 CD3 PHASE 5 FILL PLAN
6 CD4 PHASE 6 FILL PLAN
7 CD5 METHANE VENTING PLAN
8 CD6 CLOSURE DETAILS
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DRWN. BY:
L. CRAWFORD
CHKD. BY:
S. GANDY
PROJECT NUMBER
G17041
DRAWING NO.
CD5
SHEET NO.
8 OF 8