1120_DannysDumpster_newsiteapplic_20210210

LARGE TYPE III COMPOST FACILITY PERMIT APPLICATION
DANNY'S DUMPSTER COMPOST FACILITY
LEICESTER COMMUNITY
BUNCOMBE COUNTY, NORTH CAROLINA
Prepared For:
Danny's Dumpster
43 Poor Man's Hollow
Leicester, North Carolina 28748
Prepared By:
Quible & Associates, P.C.
Geology * Planning * Environmental Sciences & Restoration * Engineering * Surveying
Engineering and Surveying Services Provided by Powells Point, NC Office
90 Church St., Suite B
Black Mountain, NC 28711
(828) 280-837S
E-Mail — [e-mail]
Project Number P15103
February 10, 2021

Large Type III Compost Facility Permit Application
ii
Donny's Dumpster
February 10, 2021
Table of Contents
1.0
General Information.........................................................................................................................3
2.0
Siting Requirements..........................................................................................................................4
2.1
Facility Location............................................................................................................................4
2.2
Property Size.................................................................................................................................4
2.3
Conforming with Zoning and Local Laws......................................................................................4
2.4
Compliance with NC Solid Waste Rules Section .1400 Compost Facilities...................................4
3.0
Design Plan........................................................................................................................................7
3.1
Compost Materials........................................................................................................................7
3.2
Process Flow Diagram...................................................................................................................7
3.3
Compost Process Duration............................................................................................................8
4.0
Operation Plan..................................................................................................................................
9
4.1
Operations and Site Security.........................................................................................................9
4.2
Description of Compost Process...................................................................................................9
4.3
Monitoring Procedures...............................................................................................................10
4.3.1
Temperature.......................................................................................................................10
4.3.2
Odor Management..............................................................................................................10
4.3.3
Site Maintenance................................................................................................................11
4.3.4
Finished Product.................................................................................................................11
5.0
Stormwater Discharge and Sedimentation and Erosion Control Plan............................................13
5.1
Stormwater Discharge................................................................................................................13
5.2
Sedimentation and Erosion Control Plan....................................................................................13
6.0
Signature Pages...............................................................................................................................15
FIGURES
1. Site Location Map — USGS Topographic Map
2. Site Vicinity Map
3. Site Layout Map
4. Process Flow Diagram
APPENDICES
A. Property Deed Documents
B. Landowner Authorization Form
C. Property Boundary Surveys
D. Landowner Lease
E. Flood Insurance Rate Map
F. Soil Boring Logs
G. 2018-2019 Temperature Records
2

Large Type 111 Compost Facility Permit Application
Danny's Dumpster 10
February 8, 2021
1.0 General Information
Facility Information: Danny's Dumpster
43 Poor Man's Hollow, Buncombe County, Leicester, North Carolina 28748
Phone: [phone]
Large Type III Compost Facility
www.dannysdumpster.com
[e-mail]
Property Owner: Nathan E. & Donna S. William
58 Huckleberry Cove, Buncombe County, Leicester, North Carolina 28748
Phone: [phone]
NCDEQ Regional Representative: Donna J. Wilson
Engineering Project Manager, Solid Waste Section
Division of Waste Management
North Carolina Department of Environmental Quality
919.707.8255 (Office)
[e-mail]
Physical Address: 217 West Jones Street, Raleigh, NC 27603
Mailing Address: 1646 Mail Service Center Raleigh, NC 27699
Authorized Agent: Quible & Associates, P.G.
Joel Lenk
90 Church St., Suite B, Black Mountain, North Carolina 28711
Phone: [phone]
[e-mail]
Professional Engineer Signature and Seal:
xo % 1111111
CApo
10
== SEAL 9
037813
Michael W. Strader, Jr., P.E.
P.O. Drawer 870, Kitty Hawk, North Carolina 27949
Phone: [phone]
[e-mail]

Large Type 111 Compost Facility Permit Application
Danny's Dumpster 1
February 10, 2021 J
2.0 Siting Requirements
2.1 Facility Location
Danny's Dumpster is proposing a new Large Type III Composting Facility to be located at 43 Poor Man's
Hollow, Buncombe County, Leicester, North Carolina. The site is located approximately 5 miles south
southeast from the unincorporated community of Leicester. The compost operation will process food
waste from local restaurants and cafeterias. The new facility is sited on a formerly agricultural property
site that has been stabilized and where no known industrial, commercial, or solid waste management
activities have been performed in the past. The former location of Danny's Dumpster was located on a
City of Asheville Construction and Demolition Debris Landfill located off Azalea Road in east Asheville
where it operated for about seven years. The new facility will be operated in essentially the same
manner and with the same equipment and feedstock as the former facility. The former facility was
permitted initially under a demonstration permit before being amended as a Large Type III Facility in
March of 2016. The new facility location is shown on the attached Figures 1, 2 and 3. Property deed
documents are attached as Appendix A.
2.2 Property Size
The proposed facility will be located on 0.95 acres leased from within a 56.95-acre parcel owned by
Nathan E. & Donna S. Williams. The subject property is associated with Parcel Identification Number
(PIN) 9608-69-0566-00000. The proposed facility will operate on approximately 0.8-acres within the
leased area. The subject property is associated with North Carolina General Warranty Deed book 4327,
pages 1376-1378. The referenced pages of the deed are included as Appendix A. A Landowner
Authorization Form is included as Appendix B.
A copy of the Boundary Survey for both the parcel and the compost area are included as Appendix C. A
Site Vicinity Map is included as Figure 2 and depicts the entire property owned by Nathan E. & Donna S.
Williams. Additionally, Figure 2 shows homes, roads, water courses and general topography near the
site. The Site Layout Map (Figure 3) shows the approximate area leased by Danny's Dumpster within the
larger 56.95-acre parcel. The Lease for the Danny's Dumpster facility is included in Appendix D.
2.3 Conforming with Zoning and Local Laws
According to Buncombe County GIS, the subject property is conditionally zoned OU- Open Use zoning.
The site conditions, map of the facility and adjacent zoning designations, per Buncombe County are
included in Figures 2 and 3.
2.4 Compliance with NC Solid Waste Rules Section .1400 Compost Facilities
Neither the proposed compost facility nor land within the subject parcel is with a FEMA mapped flood
plain per Buncombe County GIS and Flood Insurance Rate Map (FIRM) maps of the area. A copy of the
associated FRIS map of the relevant area of the FIRM is included as Appendix E. No wetlands are known
to exist on the subject property leased by Danny's Dumpster compost facility.
The following bullets explain how the Danny's Dumpster site complies with the siting/design
requirements of the Compost Rule sections listed below. Buffer requirements apply to unloading areas,
composting, and curing areas, mixing and processing areas, and feedstock storage areas. These areas
are shown on Figure 3.
4

Large Type 111 Compost Facility Permit Application
Danny's Dumpster
February 10, 2021
(Q
1
• .1404 (a)(1): The site is not located in a floodplain and will not restrict the flow of the 100-year
flood, reduce the temporary storage capacity of the floodplain, or result in washout of solid
waste, so as to pose a hazard to human life, wildlife, land, or water resources. A copy of the
relevant FEMA FIRM map is included in Appendix E.
• .1404 (a)(2): A 100-feet buffer shall be maintained between all property lines and compost
areas for the Danny's Dumpster facility. Carbon and Finished Product may be stored within the
100-feet buffer but will not be stored within any setback requirement associated with
Buncombe County Zoning.
• .1404 (a)(3): A 500-foot buffer shall be maintained between compost areas and residences or
dwellings not owned and occupied by the permittee.
• .1404 (a)(4): A 100-foot buffer shall be maintained between all wells and compost areas, except
monitoring wells.
• .1404 (a)(5): A 50-foot buffer shall be maintained between perennial streams and rivers and
compost areas. An unnamed tributary to Dix Creek is located approximately 150 feet north-
west of the compost facility and is shown on Figures 2 and 3.
• .1404 (a)(6): The Danny's Dumpster compost facility shall be located in accordance with 15A
NCAC 02B .0200, Classification and Water Quality Standards Applicable to Surface Waters in
North Carolina.
• .1404 (a)(7): This facility is not located over a closed -out solid waste disposal area.
• .1404 (a)(8): A 25-foot minimum distance shall be maintained between compost areas and
swales or berms to allow for firefighting and to prevent discharges to stormwater.
• .1404 (a)(9): The site will meet the following surface water requirements:
o The site will not cause a discharge of materials or fill materials into waters or wetlands
of the State that would cause a violation of Section 404 of the Clean Water Act;
o The site will not cause a discharge of pollutants into waters of the State that is in
violation of the requirements of the National Pollutant Discharge Elimination System
(NPDES), pursuant to Section 402 of the Clean Water Act; and
o The site will not cause non -point source pollution of waters of the State that violates the
water quality standards as set forth in 15A NCAC 02B.
• .1404 (a)(10): The site shall meet the following groundwater and operations area pad
requirements:
o The site will not contravene groundwater standards as set forth in 15A NCAC 02L;
■ The operations area of the Type 3 facility will have a soil and concrete pad. The
soil pad has a soil texture finer than loamy sand. The soil portion of the pad will
be covered with a layer of wood mulch maintained at a minimum depth of six
inches. The concrete portion of the pad will be used to receive food waste
compost and mixing with carbon. The depth to the seasonal high water table
beneath the pad is greater than 24 inches below the pad surface.
■ The concrete portion of the pad is constructed in accordance with Part (C) of the
rule below although not required for this facility;
• designed and constructed to meet the weight requirements of the
compost operation and to prevent infiltration of liquids to groundwater;
• Finished product shall be stored where the depth to the seasonal high
water table is at least 12 inches below ground surface.
5

Large Type 111 Compost Facility Permit Application
Danny's Dumpster 1
February 10, 2021 \\ J
• Additionally, the facility will meet the following design requirements:
o The site will not allow unauthorized public access;
o The site will meet the requirements of Sedimentation Control (15A NCAC 04);
o The site will meet the requirements of the Air Pollution Control Requirements (15A
NCAC 02D) to minimize fugitive emissions and odors; and
o The site will be designed to minimize odors at the property boundary by means such as
expanded buffers, consideration of topography and wind patterns, or process layout
design.
On September 30, 2020, Joel Lenk, a professional geologist licensed in the state of NC and certified
wetland delineator, conducted a soil investigation at the facility to address requirements of Rule .1404
(a)(10)(B) through (E). Soils on the property were evaluated to determine if a Seasonal High -Water
Table (SHWT) exists below the area being utilized for composting within 24-inches of the surface. Two
soil test pits were excavated to a depth of 48-inches within the composting facility operations area and
evaluated. One soil test pit was installed and inspected in the northcentral portion of the upper pad,
and one soil test pit was installed and inspected in the northwest portion of lower pad. Soil test pit
locations are shown on Figure 3. Based on the soils observed within the test pits, it was determined that
a SHWT does not exists within four feet of the surface beneath composting operations areas. Soils
observed in both test pits were described as "inorganic fill" and more specifically, as moist, stiff, reddish -
brown, micaceous, fine sandy silt with no apparent evidence of SHWT. Soil Boring Logs associated with
the test pit included as Appendix F.
0

Large Type 111 Compost Facility Permit Application
Danny's Dumpster
February 10, 2021
3.0 Design Plan
3.1 Compost Materials
The materials received at the facility consist of food waste (feed stock) and carbon material (leaves and
wood chips). Food waste is received from local restaurants, grocery stores, institutions, and cafeterias.
Carbon materials are sourced by Danny's Dumpster from various professional tree companies.
Additionally, spent beer hops from local breweries are also received as feed stock at the facility. The
compost facility shall only accept solid waste that it is permitted to be received under Compost Rule
.1404 (a)(1) for a Large Type III Facility.
(Q
1
Food waste is collected and delivered to the facility by Danny's Dumpster trucks at a rate of
approximately 35 tons per week. Carbon material is delivered to the facility and stockpiled at a rate of
80 tons per week. The facility utilizes three 80-cubic yards, forced static aeration bins (Bin(s)) that hold
approximately 50 tons of food waste each. Based on this rate, the facility can process approximately
2,600 tons of food waste per year. The addition of a mechanized mixing unit used to mechanically mix
food waste and carbon will likely be added in the future. Quible will notify the NC DWM when a mixer is
added to facility operations. Currently feed stock and carbon are mixed with a skid -steer loader
equipped with a one -cubic yard bucket.
3.2 Process Flow Diagram
A process flow diagram is included as Figure 4. The following description of the process flow
accompanies Figure 4.
1. Carbon storage is located in Area 1 and is made up of leaf material and wood chips.
2. Food waste material arrives at the facility via truck and is placed on the mixing pad (Area 2).
3. Food waste can be weighed at a scale at the Asheville Wastepaper Company in Asheville prior to
delivery to the compost facility when necessary, however waste is typically measured by
volume.
4. Food waste is dumped from arriving trucks onto the concrete mixing pad upon arrival. Carbon
material is added to food waste and mixed with the loader. Both food waste and carbon
materials are measured by the cubic yard using the loader equipped with a one cubic yard
bucket. The material is mixed at a ratio of 2:1 (carbon: food waste) by volume. The two cubic
yards of carbon, to one cubic yard of food waste, yields a carbon to nitrogen (C:N) ratio of
approximately 30:1 during composting, and a ratio of approximately 9:1 in the Finished Product.
5. Mixed carbon and food waste (Compost Material) is then moved to one of three 80-cubic yard,
Bins located in Area 3. Each Bin holds approximately up to 50 tons of food waste. Once a Bin is
full, it is closed and allowed to cure for a minimum of 14-days, at a minimum temperature of 40
degrees Celsius (°C) (104 degrees Fahrenheit ff )). Curing time and temperature within the Bins
at the former Danny's Dumpster Facility (same Bins) have historically exceed North Carolina
Department of Environmental Quality (DEQ) requirements as compost typically remains in Bins
for three weeks at temperatures that exceed 45°C (113°F). The same Bins used at the former
east Asheville facility will be used at the new Leicester facility. The three Bin system will limit
the facility to accept approximately 50 tons maximum of food waste per week.
6. A 1,500-gallon leachate tank will be connected via piping from Bins and will be located in Area 3.
Any leachate collected in the tank will be pumped from the tank and sprayed on top of uncured
compost in loaded Bins allowing it to be absorbed and evaporated.
7. When compost material has endured the required time and temperature requirements in a Bin,
the material is removed from the Bin with the loader and placed in an available space in one of
7

Large Type 111 Compost Facility Permit Application
Danny's Dumpster
February 10, 2021
(Q
1
the windrows in Area 4. New material that is added to windrows is immediately covered with at
least six inches of carbon material to control residual odor. Compost material is windrowed for
a period of approximately six months before being moved via loader and truck to the Curing
Area (Area 5).
8. When a windrow becomes "full", a new windrow is started. When the windrow area is full, the
oldest material from the oldest windrow is moved with the loader and truck to the Curing Area.
New compost material is then windrowed in the newly available space. Compost is mixed again
and further refined in the Curing Area with the loader.
9. Compost is then transferred from the Curing Area to the Screening Area (Area 6) with the loader
where compost is forced through a 3/8-inch diameter trommel screen to create a well sorted
final compost product.
10. Lastly, finished product is moved to the Finished Product area (Area 7) with the loader where it
is staged for sale or delivery.
3.3 Compost Process Duration
Mixed food waste and carbon material is moved from the mixing pad into the compost Bins with the
loader within 24 hours of arrival at the facility. Compost remains in the forced static aeration system for
approximately three weeks to reach/exceed the time and temperature requirements of 40°C or 104°F
for 14 days, and also reach/exceed the minimum of temperature requirement of 55°C or 1317 for three
days. The material is then windrowed for a period of approximately six months before it is moved to the
curing area, mixed, screened, and moved to the finished product area for distribution.
Compost temperature is monitored at three locations in each of the compost Bins (front, middle, and
back). Thirty -six-inch temperature probes are used to measure temperatures within the compost.
Temperature is measured and recorded four times per week. Compost temperatures are recorded
electronically and kept on file. During the demonstration permit period, it was found that temperatures
of 49°C (120 °F) or higher were reached within three days of placement into the compost Bins. Within
six days of placement in Bins, temperatures of 60°C or 140 °F were reached and held throughout the
three-week period of forced static aeration composting.
All outdoor compost material is covered with a six-inch layer of wetted carbon to prepare for extreme
weather conditions. Carbon material is staged and stored in Area 4 (Figures 3 & 4). No significant noise
is produced during the composting process. Additionally, the new facility location is in a remote area
and there is no noise ordinance. The six-inch layer of wetted carbon prevents vectors, air borne
particulates, and odors from leaving the composting operations area. Incoming food waste material has
a very high moisture content. Paper products that could normally blow away are saturated by food
waste liquids and remain in the pile. Danny's Dumpster facility employees conduct daily litter pickups to
help ensure waste is not blown off site.
0

Large Type 111 Compost Facility Permit Application
Danny's Dumpster
February 10, 2021
4.0 Operation Plan
4.1 Operations and Site Security
The owner/operator of Danny's Dumpster (Danny Keaton) oversees the logistics of collection and
delivery of material delivered to the compost facility. Danny is also the Operations Manager and
manages day to day operations at the facility. Duties include receiving, mixing, and loading incoming
material, as well as recording temperatures, movement of material through the compost process, and
general maintenance of the facility. An operator is always on site while the facility is open to comply
with operational requirements, and to control access to the facility. Personnel training is provided to all
employees. Staff are trained in site specific processes, safety, and corrective action procedures.
The facility will remain in compliance with operational requirements as outlined in Rule .1406.
Construction plans and conditions of the permit shall be followed; and a copy of the permit, plans, and
operational reports shall be maintained on site at all times.
The facility is open on Sunday from 6 am to 12 pm, and on Monday through Friday from 6 am to 6 pm.
The facility operates year-round, except for Federal Holidays. Before closing the facility each day, any
unmixed/uncovered food waste material is covered with a six-inch layer of carbon or cured/finished
compost to maintain odor control.
Hardwood posts are installed at corners of the leased area of the compost facility to delineate it from
the remainder of the property.
(Q
1
The site does not allow uncontrolled public access. "No Public Access Signs" are clearly posted at the
site entrance and boundaries. A gate is located at the facility entrance and is locked every evening when
the facility is closed and when the facility is not open. The gravel access road to the site is of all-weather
construction and maintained in good drivable condition.
4.2 Description of Compost Process
The equipment used on site consists of but may not be limited to: Caterpillar 259B Skid Steer Loader;
leachate pumps, hoses and nozzles; and three specially modified bins for aerated static pile (ASP)
composting. The loader is used to move the carbon and food waste from the mixing pad to the mixer,
load ASP Bins and to turn and load/unload windrows. The loader is also used to mix food waste and
carbon feedstocks before adding uncured compost to ASP Bins. Air is forced through compost within
the bins by Medo ML 120 air compressors. Compost Bins are insulated with 4-inches of spray foam
material insulation to retain as much heat as possible. An Ex-Trex E7 screener is rented for screening
and finishing of compost before staging in Area 7.
The locations of the compost components and areas are shown on the attached Figures 3 and 4. The
floors of the ASP Bins are designed to force air through the composting mixture. Additionally, each of
the ASP Bins have floor drains at the front and back. These drains are coupled to a watertight pipe that
is plumbed to the leachate tank. The tank is pumped as necessary and the liquid leachate is reapplied to
carbon material in the containers, absorbed by the dry material and evaporated by the heat produced
from microbial breakdown of the compost. The leachate is pumped onto carbon material in the ASP bin
that is being actively loaded. The leachate conveyance system is inspected on a weekly basis at the
same time the leachate tank is checked for volume. If a leak in the leachate conveyance or collection
system is detected, the composting components associated with the leak will be shut down and the leak
0

Large Type 111 Compost Facility Permit Application
Danny's Dumpster
February 10, 2021
will be immediately repaired. Leachate piping is not under pressure, plumber's putty or similar material
will be used for temporary repair of any leaks until damaged piping can be cut out and replaced. The
design of the ASP Bins allow easy access to leachate piping and collection and most repairs can be made
within an hour of leak detection. During repairs, a tray of sawdust or carbon material will be placed
under the leak to collect and absorb leachate and sawdust material will be placed in an ASP Bin after the
leak is fixed.
A 2:1 ratio of carbon to food waste is mixed in on the concrete mixing pad with the loader. This mixture
is loaded into ASP Bins using the loader. The loading process continues until the ASP bin is full. At that
time, the door is closed, and temperatures are monitored for a minimum of two weeks or until
temperature/time requirements are met and the Bin is opened. Another Bin is loaded and the process
is repeated in the same way. When an ASP Bin has gone through the required time and temperature
cycle, the material is then unloaded with a loader and compost is windrowed in Area 4. After being
windrowed and undergoing additional mixing in the curing area the material is screened and moved to
the finished product area. The finished compost is delivered offsite to clients and distributed
thereafter to landscapers and individuals. Monitoring and testing procedures are described below. A
contingency plan of land applying compost to a local farm (Crowell Farms located at 523 Pond Road in
Asheville, North Carolina) is in place if more finished product is produced than can be sold.
4.3 Monitoring Procedures
Incoming loads of food waste and wood waste are visually inspected for non-compostable materials and
are removed manually. Any unacceptable waste is collected, stored, and disposed of at the Buncombe
County Landfill. Temperatures are monitored in the ASP bins using a 36-inch composting thermometer
four times a week. Temperatures meet both the Process to Further Reduce Pathogens (PFRP) and
Vector Attraction Reduction (VAR) requirements. Records are kept electronically and transferred to an
Excel document and are kept on file.
Compost is tested every six months or for every 20,000 tons of product produced for the parameters
specified in 15A NCAC1313.1407 and 1313.1408. Samples are collected with a decontaminated four -inch
spade shovel. The sample is then placed in a Ziploc® bag and sent next day air to A&L Great Lakes
Laboratories, Inc. in Fort Wayne, Indiana. The samples are analyzed for pathogen and metal content.
Sample result are kept on file by Danny's Dumpster and are available upon request.
4.3.1 Temperature
The temperature of all compost produced shall be monitored sufficiently to ensure that pathogen
reduction criteria is met. The compost process temperature shall be maintained above 40°C or 104°F for
14 days or longer and the average temperature for that time shall be higher than 45°C and the vector
attraction reduction requirements in 40 CFR 503.33(b)(4) or (7). During the forced static aeration
composting, temperatures in the compost piles shall be maintained at a minimum temperature of 55°C
or 131°F for at least three days. Copies of all temperature monitoring logs, and compost monitoring
analysis results are kept on file. Copies of 2019 temperature records from the east Asheville facility are
included as Appendix G.
4.3.2 Odor Management
Nitrogen bearing wastes (wood chips and leaves, a.k.a. carbon or finished compost product) shall be
10

Large Type 111 Compost Facility Permit Application
Danny's Dumpster
February 10, 2021
incorporated as necessary to minimize odor and the migration of nutrients. A six-inch layer of cured or
finished compost or carbon is used to cover newer material in the ASP Bins and is also used to cover the
Windrows, as they are created, or in the case of unexpected odors or extreme weather as additional
cover.
Steps taken to minimize vectors around the compost facility include daily checks to make sure no
unmixed waste is left exposed and that no pools of stagnant water are present at the site. If needed,
windrows and ponding water will be covered and absorbed with an additional six-inch layer of carbon.
Odors will be minimized by careful attention to the C:N ratio in the composting recipe and by making
sure there is adequate porosity in the windrow for aeration. In the case of unusual odor conditions,
additional carbon will be placed over the windrows until odors are eliminated or sufficiently reduced.
(Q
1
4.3.3 Site Maintenance
In the event of equipment breakdown, Advanced Composting Technologies is available to repair the ASP
Bins within 48 hours; and loader rentals are available locally in case a backup/additional is needed. Non-
conforming waste will be manually removed and properly disposed of at the Buncombe County MSW
Landfill. Spills are minimized by a controlled leachate capture system and through implementation of
the 20-feet by 50-feet concrete pad, enclosed on three sides by concrete block, where feed stock is
placed upon arrival to the facility. Fire extinguishers are maintained at marked and convenient locations
at the compost facility will be used in the event of equipment related fires. In the event of fire, the local
fire department will be called (828-683-3433 or 911).
Adequate erosion control measures are installed, shall be maintained and upgraded as necessary to
prevent both onsite and offsite erosion and to control the movement of soil or contaminants from the
site. Surface water is diverted from the operational, compost curing, and storage areas. A minimum
two -feet height soil berm or solid concrete block surrounds the entire operating area.
Leachate shall be contained onsite or treated to meet the standards of the offsite disposal method.
Throughout the life of Large Type III composting facility permit at the east Asheville facility, the method
of composting used, which will be the same as the new facility, has demonstrated not to produce
volumes of leachate that require offsite disposal.
There will be no open burning of solid waste. Equipment shall be provided to control accidental fires
and arrangements made with the Leicester Volunteer Fire Department (2852 New Leicester Hwy,
Leicester, NC 28748) to immediately provide fire -fighting services when needed.
4.3.4 Finished Product
The finished compost shall meet the classification and distribution requirements outlined in Rule 1407.
The quality of the final product shall determine the allowable uses as outlined in Rule 1407. The final
product shall be approved by the Solid Waste Section as outlined in Rule 1407(c). Non-compostable
waste and unacceptable compost shall be disposed of in a solid waste management facility permitted to
receive the waste under 15A NCAC 13B.
Finished product is Grade "A" compost, recommended as a soil amendment to gardeners and
landscapers. The finished product can be applied as needed with no restrictions in volumes of usage
apply to the product. The amount of compost stored at the facility shall not exceed the designed
storage capacity of 3,300 cubic yards. Currently, the facility contains three windrows that are 60 feet
11

Large Type 111 Compost Facility Permit Application
Danny's Dumpster
February 10, 2021
long by 18 feet wide and 10 feet high, which is within the acceptable limits of storage capacity.
The finished compost is sold by delivery only. The facility delivers to residents or local mulch yards
through bulk orders. No public traffic is allowed on to the property per the lease agreement with the
property owners.
12

Large Type 111 Compost Facility Permit Application
Danny's Dumpster
February 10, 2021
5.0 Stormwater Discharge and Sedimentation and Erosion Control Plan
5.1 Stormwater Discharge
The proposed Danny's Dumpster compost facility uses a forced air forced static aeration system that is
covered during the first three weeks of composting. Compost feed stock and compost material will not
be placed on the ground until it has gone through the required time and temperature required by the
state in compost Bins. The leased area for the Danny's Dumpster facility is stabilized with grass and
wood mulch. Stormwater flowing to the site is diverted around the compost area via vegetated and
rock reinforced swales and channels. Stormwater flowing from, and diverted around, the site is
conveyed via stabilized channels and pipes to an existing Stormwater Control Measure (detention
basin).
5.2 Sedimentation and Erosion Control Plan
The leased area for Danny's Dumpster is stabilized with grassy vegetation, stone, and mulch. The
composting areas contains unbroken, minimum two -feet height berm around their sides and downslope
borders. Hearty, grassy vegetation surrounds, and will be maintained around, the facility beyond
berms. The site is graded to prevent ponding and promote stormwater flow to the stormwater
detention basin. There are no known modifications proposed for the site.
If future land disturbance occurs, disturbed areas shall be stabilized in accordance with NC DEQ Division
of Energy, Minerals, and Land Resources (DEMLR) Regulations.
Permanent ground cover stabilization is established around the entire compost facility operations area.
Following the completion of any new land disturbing activities at the facility, disturbed areas will be
stabilized per the criteria listed below.
a. Temporary ground cover will be established on perimeter, dikes, berms, swales, ditches, and
slopes shall be stabilized in 7 days.
b. Slopes steeper than 3:1 shall be stabilized in 7 days. If slope lengths are 10 feet or less and
steeper than 2:1, 14 days are allowed.
c. Slopes 3:1 or flatter and less than 50 foot in length shall be stabilized in 14 days. Slopes 3:1 or
flatter exceeding 50 foot in length shall be stabilized in 7 days.
d. All other downstream areas with slopes 4:1 or flatter shall be stabilized within 14 days.
e. Ground cover shall be provided on cut and for fill slopes with 21 calendar days after completion
of any phase of grading. Ground cover over other areas shall be provided within 15 working or
90 calendar days (60 days in high quality water zones) of completion of construction of
development.
f. The proposed Danny's Dumpster facility site is stable at the time of this application.
If land disturbing activities occur outside the permanent vegetation seeding dates (April 1— September
30) then temporary vegetation seeding specifications shall be followed for planting until the next
appropriate permanent seeding period. At which time permanent vegetation shall be established
according to permanent vegetation seeding specifications.
If excessive wind erosion or stormwater runoff erosion develops during a time of construction,
additional erosion and sedimentation control measures shall be installed immediately as directed by the
engineer to address the problem area and prevent damage to adjacent properties and/or waters of the
State.
13

Large Type 111 Compost Facility Permit Application
Danny's Dumpster
February 10, 2021
(Q
1
Soil erosion and sedimentation controls will be inspected, maintained, and repaired as necessary until
permanent controls are established. The site is stable at the time of this application.
a. Dedicated demolition and other waste areas and earthen material stockpiles must be located at
least 50 feet from drains or streams unless no alternatives is feasible.
b. Inspect all erosion and sediment control measures at least once a week and within 24 hours
after any storm event greater than a half an inch (during a 24-hour period). Immediate
corrective action must be taken for any device failure.
c. Inspect all outlets where runoff leaves site and evaluate effect on nearby streams. Take
corrective action, as necessary.
Maintain records of inspections and corrective actions.
Earthwork note: offsite borrow materials shall come from an NC Land Quality Section approved
site. Offsite disposal of excess material shall be to an NC Land Quality Section approved site.
14

Large Type 111 Compost Facility Permit Application
Donny's Dumpster
February 8, 2021
6.0 Signature Pages
Signature of applicant —
Name of facility: Danny's Dumpster, Large Type III Compost Facility
I certify under penalty of law that this document and all attachments were prepared under my direction
or supervision and that the information provided in this application is true, accurate, and complete to
the best of my knowledge.
I understand that North Carolina General Statute 130A-22 provides for administrative penalties of up to
fifteen thousand dollars ($15,000.00) per day per each violation of the Solid Waste Management Rules.
I further understand that the Solid Waste Management Rules may be revised or amended in the future
and that the facility siting and operations of this solid waste management facility will be required to
comply with all such revision or amendments.
Sign turd Print Name Date
Title
Business or Organization Name
15

0:\2015\P15103 Danny's Dumpster\P15103 (2020)-Danny's Dumpster\Drawings\P15103-Danny's Dumpster Base.dwg 2/5/2021 2:01 PM Qtaylor
V Eq yti� g f titi ARA1
FL DR .
ta �'"Fo N ao etown � �r � ?A � DR c
rX If _ .sr,[rF All'
3 US 0
Dir
rf'ir a -Men
tzrSLb�� } ri �F�¢a(w a Lw
Bert
"' A•r � r �� = f .off �� a 9�-wAr �� S 3 �,
#
tir - z6A7 ¢
Z
V 61.A NVG3300
�
�.A
s To 8 y� Spivey Mrn View Mtn o �F
t1lDD Spivey �'� J �+ • SHFRSiF7E5 OR
1 l < Ro lve Gap J a
VO
,b Dfr5L
11
le-r Re
HAPPY YALCEV R
!� Dix Creek-Gap�� Y
ikaRo f 1 Imo,`
�Ta 3.,oa� ' Lr a er ��fflgh TOD ��1sna ��frrr rawaH co'�`
LL 80 ��$ Eed
Iar�
F7 gs rz /% l 1�. ���' �r fgh Polnt g rG x {9a9 H4llCem
. , n• `�� � DEAVERVIEW 71D
iE
4 Tll tirrtsll
p�1 ` _&alrs
rTe
r,
J �x
a - V3 "�Z� 3' APPALALHIAN WA
2 g
_bry C S� v-
G1 G I r4TIy 'W C'4
Ir CO
�S }
O - C yfl STARNEB e•-0 Qq O
C'O ltVlE'k DR ` Ei[ RD ,l ZZ O t -oL9 HA OOD RD
PLEMMONSA pR @� 'zyF� V11 -�
o
k7p #
DOG wpOD IRD
MDNT{ VISTA RD
H1Ce.Hitl Cem hp Ay VflA y 0Rg6Am
� WE q {�
a
� "'7i';nµF1Yt SS
74 >r�r/� pC AV/
yrSrRR❑
MAr!•Are DR � 5
oW Wo'o�d�{side "NEVI 9-
-OOk.D,p 74 t11:lIS J SAN,HlLLS�
C F? G' AVE CHOOL Rp
74 _ SZ n Aseu Ha0
rkins Cem 8
L1liERiYRD RY'RD A E"nka IS Hill g r
tg WRY
flee Ridge �F ANJr4 Lp
19
C 3
f 11 4 i�
2rc�7 tM
H-miny f �` a,:v s
Justie Qe ox Pisgah View m Epitdp
Memorial Park RyyYH �
r L LE HOUR DR
19 InF.orxsG' � ry
23 meµ, -er [her 2T, Memorial' ark jF
ler OLD its Hwr 19-z3
.,a Enka Village
C] �'r� Spt10 H
Gudger'Cem t CaHDI�RSr �Pa 70M t12
SOYIRGE:
hoed 1665 TOPOGRAPHIC MAP
"_ndler ` N / ENKA GI'/ADRANGLE
20/1 (20/9 EDITION)
{ C a 5OWCE MAP SCALE:
e`er 1.[-Cliil.C•riil+t" ii CUEEN R � - • 1 Enkah.24,000
Lak . c
PROJECT COPYRIGHT © 2020 t- r D NC License#: C-0208
QUIBLE & ASSOCIATES, P.C. FIGURE 1 - SITE LOCATION MAP
P15103 THIS DOCUMENT IS THE PROPERTY OF Z Z O 0 m p rn Cn U �1 e SINCE 1959
QUIBLE & ASSOCIATES, P.C. ANY ! D D �ii l l
DRAWN BY ALTERATION of THIS DOCUMENT IS DANNY S DUMPSTER � � G> r � 2 ;0
PROHIBITED. t- m 0 r'' D & Associates P.C.
OAT IF THIS DOCUMENT IS NOT SIGNED AND TYPE III COMPOST PERMIT APPLICATION r- m � D Z � In m
CHECKED BY SEALED THIs ooculssENTPROALssBE aL 43 POOR MAWS HOLLOW, LEICESTER BUNCOMBE COUNTY -D_I � n -� o Z N ENGINEERING** CONSULTING PLANNING
ENVIRONMENTAL SCIENCES SURVEYING
CONSIDERED PRELIMINARY, NOT A O O ci rr1 CID� **ENG./SUR. NOT OFFERED AT BLACK MTN. OFFICE**
JDL CERTIFIED DOCUMENT AND SHALL NOT NORTH CAROLINA Z a D Z _< M Z 8466 Caratoke Hwy, Powells Point, NC 27966
BE USED FOR CONSTRUCTION, ;n YZ 00 %1J CO < O Phone: [phone] Fax: [phone]
DATE RECORDATION, SALES OR LAND m m 'i m D rr1 M --I 90 Church St., Ste. B, Black Mountain, NC 28711
CONVEYANCES, UNLESS OTHERWISE NOT TO SCALE Z = Z rri -< Phone: [phone] Fax: [phone]
02/03/21 NOTED. Z D administrator®quible.com

0:\2015\P15103 Danny's Dumpster\P15103 (2020)-Danny's Dumpster\Drawings\P15103-Danny's Dumpster Base.dwg 2/5/2021 2:32 PM Qtaylor
NO THIS CUM IMINARY — NOT FO CONSTRUCTION,
0 ATION SAL Ni`L EYANCES — THIS DOCUMENT IS FOR
DISC S URPO E?�I XISTING INFORMATION SHO ON THIS
DOCUM T IS BASED 0 BLE DATA AND IS NOT A CER IED SURVEY.
ALL IN MATION SHOWN ON THIS DOC ENT IS SUBJECT TO ANY R UIREMENTS
BY AN GULATORY AGENCY, ENTI OR ORITY.
QUIBLE & SSOCIATES, P. . OES NOT GUARANTEE T CURACY OR T
COMPL TE SOFA NFORMATION IN THIS DOCUMENT A NOT RESPONSIt3L.
FOR A Y E R OMISSION OR ANY LOSSES OR DAMAGES RES G FROM THE
USE 0 THIS FORMATION.
Q0\'<-
h'aY
PIN: 1606-54-6947
ACRES: 1-26
ZONlN5 OU
DUVEAECY., DANIEL R.
PIN, 960442-3262
ACRES: 10.0
ZONING CU
C4R15T0ffL=p ,XIIMWY R.
PIN.• 9604-62-9065
ACRES: 1/.94
ZONIN5 OU
NATHAN E.; DONNA 5. MLLIAM5
PIN: g606-69-0556
DB/DP: 4327/1376
PB/PP: 0/06/0006
AGRE5: 56.g5
ro
L ZONING OU
FX. BUILDING
MoR6Ak
PIN 96093/-l�4 MAX L. 6F
ACRES, 57.16
ZONINl5 CV
BORST, PATRICIA M.
PIN 9606-59-6947
ACRES, 1.26
5OR5T, PATRICIA M
PIN 9606-54-7724
ACRES: 1.66
ZONIAS O/
PIN: 9606-59-7324
ACRES: 1.66
ZONlNS 6U
IN
TETRA, Dayl 5.
PIN.. 4606-594812
ACRES: L04
ZONING CV
FAYE A.; R016ER 5. KLfERNAN
PIN, 9606-59-4502
ACRE5: L15
B01;5T, PATRICIA M
PIN, 96Cl6-59-6947
ACRES, 1.26
ZONING O/
DANNY5 DUMPSTER 6OMP05T
APPROXIMATELY 0.76 A6RE5
I00' BUFFER FROM
PROPERTY LINE
517E
ITY MAP
DOCKER,, BRAAIDON
PIN.. 9609-71-4966
ACRES: 1236
ZONIA{5 O'/
IT)"
JAME L.; MICHAEL H. 5CHRE'T7AER (ETAL)
PIN 9609-70-3650
ACRES: 47.97
ZONING, OU
FRgDOM IN CHR15T INC.
PIN: 9606-763943
ACRES: 50.76
ZONING CR
cA,,,,HEO *PARCEL, AERIAL (2019), & LIDAR DATA SHOWN,
PIN, 9606-6746/6 BASED ON COUNTY GIS DATA.
ACRE5, 61.32
ZONING R-LD
PROJECT COPYRIGHT © 2020 /�*� p ���n I_ r D NC License#: C-0208
QUIBLE &ASSOCIATES, P.C. �lTVitFi 2 - S]�F+ iril'!!<
P15103 THIS DOCUMENT IS THE PROPERTY OF Z Z O m p CA 771 �1 e SINCE 1959
QUIBLE & ASSOCIATES, P.C. ANY ! C c D D �ii l l
DRAWN BY ALTERATION OF THIS DOCUMENT IS DANNY S DUMPSTER � -0 O r- < Z
PROHIBITED.r- Z GD D � Associates P.C.
OAT E THIS DOCUMENT IS NOT SIGNED AND TYPE III COMPOST PERMIT APPLICATION rr-- D Z � In F*� f
SEALED BY A LICENSED PROFESSIONAL D < 0 Z n O r-1 0 ENGINEERING** * CONSULTING * PLANNING
CHECKED BY THEN THIS DOCUMENT SHALL BE LEICESTER BUNCOMBE COUNTY rrl r C� rrQD *1 Z y ENVIRONMENTAL SCIENCES * SURVEYING**
CONSIDERED PRELIMINARY, NOT A NORTH CAROLINA O O n _q rrlm 00 O **ENG./SUR. NOT OFFERED AT BLACK MTN. OFFICE**
JDL CERTIFIED DOCUMENT AND SHALL NOT Z � D O Z { M Z 8466 Caratoke Hwy, Powells Point, NC 27966
BE USED FOR CONSTRUCTION, 0 250' 500' (n K W m K a) < O Phone: [phone] Fax: [phone]
DATE RECORDATION, SALES OR LAND m ITI —I rTl D M1`1 '1 90 Church Si., Ste. B, Black Mountain, NC 28711
CONVEYANCES, UNLESS OTHERWISE _ z Z "� D Phone: [phone] Fax: [phone]
02/03/21 NOTED. GRAPHIC SCALE IN FEET 1 "=250' administrator®quible.com

Q:\2015\P15103 Danny's Dumpster\P15103 (2020)—Danny's Dumpster\Drawings\P15103—Danny's Dumpster Base.dwg 2/10/2021 1:17 PM Qtaylor
TE: THIS DOCUMENT IS PRELIMINARY - NOT FOR CONSTRUCTION,
ORDAT'ON, SALES OR CONVEYANCES - THIS DOCUMENT IS FOR
D USSION PURPOSES ONLY! EXISTING INFORMATION SHOWN ON THIS
DO U NT IS BASED ON BEST AVAILABLE DATA AND IS NOT A CERTIFIED SURVEY.
ALL N RMATION SHOWN ON THIS DOCUMENT IS SUBJECT TO ANY REQUIREMENTS
BY A Y EGULATORY AGENCY, ENTITY OR AUTHORITY.
QUIBLE SOCIATES, P.C. DOES NOT GUARANTEE THE ACCURACY OR THE
COMPLETE OF ANY INFORMATION IN THIS DOCUMENT AND IS NOT RESPONSIBLE
FOR ANY E OR OMISSION OR ANY LOSSES OR DAMAGES RESULTING FROM THE
USE OF THIS N RMATION.
0
�o
CD
'P
,yo
AFFROX. LOCATION
3CREBNIN6 $
FINISHED FRODUG T AREA
AFFROX. 0.15 ACRE5
AFFROX. LOCATION
EX. STORM HA TER BASIN
G V-14
NA THAN E.; DONNA 5. HILL /AMS
f'lN: 9608-69-0556
DB/DP: 4327/1376
PB/PP: 0108/0008
AGRES: 56.95
EX. BUILDING
SCREENING AREA
CURING AREA
SB-I
51TE
VICINITY MAP
t�
ACCESS
ROAD
APPR�,X. LEASED AREA:
o. a5CRES
01 IN-VE35BL
-- 6OMF05TER3
FINISHED FRODUGT� WIN]�RGW
G IBBON STOl�A6B - GON6RETB PAD
BLOCK HALL
AFFROX. FROF
FROJBG T TOIL FAD
AFF OX. 0.53 ACMES
�100' PROPERTY LINE
BUFFER FOR COMPOSTING
AREAS
MOROAN, MAX L. JR
PIN: g6Oq-51-1004
ACRES: 57.16
ZONING OU
*PARCEL, AERIAL & LIDAR DATA SHOWN,
BASED ON COUNTY GIS DATA.
PROJECT
COPYRIGHT © 2020
QUIBLE &ASSOCIATES, P.C.
FIGURE 3 -SITE LAYOUT MAP
t— r D
NC License#: C-0208
P15103
THIS DOCUMENT IS THE PROPERTY OF
Z O C) m p � N
771 b1 e SINCE 1959
QUIBLE & ASSOCIATES, P.C. ANY
ALTERATION OF THIS DOCUMENT IS
!
DANNY S DUMPSTER
Z
� D D
rTi G7 _
�i/ llJJi
DRAWN BY
PROHIBITED.
r- rri r-i D
Associates P.C-
IF IF THIS DOCUMENT IS NOT SIGNED AND
SEALED BY A LICENSED PROFESSIONAL
THEN THIS DOCUMENT SHALL BE
TYPE III COMPOST PERMIT APPLICATION
-
O
m � T; z � cn r*l
D < -,0 Z n O m ri
rm- C C� r`*l Z ti
&
ENGINEERING** * CONSULTING * PLANNING
ENVIRONMENTAL SCIENCES * SURVEYING**
CHECKED BY
LEICESTER BUNCOMBE COUNTY
JDL
CONSIDERED PRELIMINARY, NOT A
NORTH CAROLINA
O O n m _1 m 00 O C
-10 D
**ENG./SUR. NOT OFFERED AT BLACK MTN. OFFICE**
CERTIFIED DOCUMENT AND SHALL NOT
BE USED FOR CONSTRUCTION,
RECORDATION, SALES OR LAND
Z O Z { M Z
(n X: W m K a) < O
m m D ITl '1
8466 Caratoke Hwy, Powells Point, NC 27966
Phone: [phone] Fax: [phone]
0 100' 200'
DATE
m _ m
90 Church St., Ste. B, Black Mountain, NC 28711
02/03/21
CONVEYANCES, UNLESS OTHERWISE
"=100'
1 Z D
Phone: [phone] Fax: [phone]
NOTED.
GRAPHIC SCALE IN FEET 1
[e-mail]

NOTE: THIS DO MENT IS PRELIMINARY —IN. 0 t OR ONSTRL C f ON,
RECORDATION, S LES OR CONVEYANCES. — T4IS D ENT IS FOR
DISCUSSION PUR OSES ONLY! EXISTING INFORMATION SHOO THIS
DOCUMENT IS BASED N BEST AVAILABLE DATA AND )S NO'R A CERTIFIEi7- URVEY.
ALL INFORMATION SHO N ON THIS DOCUMENT IS SUBJECT TO,ANY REQUIRE' MENTS
BY ANY REGULATORY A ENCY, ENTITY OR AUTHORITY. \ \
QUIBLE & ASSOCIATES, C. DOES NOT GUARANTEE THE ACb{IRACT.OR THE
COMPLETENESS OF ANY FORMATION IN THIS DOCUMENT AND`.IS N04• RESPONSIBLE
FOR ANY ERROR OR OMI ION OR ANY LOSSES OR DAMAGES RESSULTING FROM THE
USE OF THIS INFORMATIO \
FINISHED
PROuc r
CARBON
5 TORA(5E
*PARCEL, AERIAL & LIDAR DA
BTA SHOWN,
BASED ON COUNTY GIS DATA.
36REENIN6 AREA i
GORING ,AA
11V-VE55EL
6OMFO5 TERS
Nofol� I a 3
W A
� �4
a3 �
�AjINofzoy' 2lk
A
�
ApEA4 AAA3
y
IgIN�POw 3
Y`
MIXIN6 /SAD
517E
VICINITY MAP
ovw
o .0
N u ZZ O U °� oo N o0
N W
J W cn
z d�
�\ /•N
l� -A 'Z' a�mMo
,=m4 UuN4,�ma�
O* � 3 M C J O 2 rn: rn
J �j./nw� * a y' N N
6 VJ u Z Z
Z w NaO O
K O UN N
Z �
C� > z ° o o
Z Z w v L U L
ww; 00aoa
rn
THIS MAP IS NOT A
CERTIFIED SURVEY
AND HAS NOT BEEN
REVIEWED BY A
LOCAL GOVERNMENT
AGENCY FOR
COMPLIANCE WITH
ANY APPLICABLE
LAND DEVELOPMENT
REGULATIONS.
z
:g Z)
O O
U
Wow
Oo
Z o
A a� mLn
211
Q
z �
J W
O w
a U O Z
w
Zp� Q
�w
LLI
J
zQ
}� QowQz w
aw w zwJ�Q�Q�
~ Z z� UJ U7
Q w U7
O�=Q� wzow� OJwo
cn��zoNzw
2 u, c) o~_
Ooaw����Ow vOdw O_ O
QO��L�z_z
aO_wzou�o=
Um UJQ Om~�'�ow
p Om� cn awzL'ww>
=pQ ?w�0wm�0
N U
M
O
m
m
N
w
z Q
a
<C O
o
=
U
o

Page 1 of 3
llllll�llllli�llll�11111111111111 llll� Illilllllllllllll Ills Ill
Doc ID: 018054170003 Type: CRP
Recorded: 12/05/2006 at 02:40:37 PM
Fee Amt: $1,020.00 Page 1 of 3
Excise Tax: $1,000.00
Workflow# 2081981
Buncombe Countyy, NC
Otto W. DeBruhl Register of Deeds
BK432I PA31 6-131 V
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax: $ 1000.00
Parcel Identifier No 9609.04-60-3715 Verified by County on the
day of , 2006: By
Mail after recording to Cater & Kronelnicki, PA, 181 Charlotte St, Asheville, NC 28801 Box (_l
This instrument was prepared by Talrma e Penland One Oak Plaza — Suite 207 Asheville ETC 28801
Brief description for the Index
THIS DEED made this Sth day of December 2006, by and between
GRANTOR
Belinda Sharpe Smart, unmarried
NO TITLE EXAMINATION BY PREPARER
GRANTEE
Nathan E. Williams and wife,
Donna S. Williams
58 Huckleberry Cove
Leicester, NC 28748
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and shall include
singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby acknowledged,
has and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that certain lot or parcel of land
situated in the City of , Township,
Buncornbe County, North Carolina and more particularly described as follows:
See Attached Exhibit "A"
The property hereinabove described was acquired by Grantor by instrument recorded in Deed Boob 2769 ,Page 710.
A map showing the above described property is recorded in Plat Book 108 Page 8
Book:4327 Page: 1376 Seq: 1

Page 2 of 3
Exhibit "A"
BEING all that 56.95 acre tract shown upon "Survey for Nathan E. Williams and wife Donna S.
Williams" in Plat Book 108 Page 8, Buncombe County Registry, which plat is incorporated
herein by this reference. This is the entire area within the solid bold boundary line shown upon
said plat.
Warranties are disclaimed as to that area east of the "PLAT LINE, P.B. 92 PG. 12" as shown on
the plat.
Further conveyed herewith is all the real property in Deed Book ! 089, Page 636, but warranties
are disclaimed as to such of this property that stands east of the solid bold boundary line of the
said 56.95 acre tract shown upon said plat.
Also together with and subject to the perpetual easement for ingress, egress and regress over the
old Morgan Road all the way from Dix Creek Road #2 to the Northwest corner of the subject
property and along and near the portion of Western boundary of the subject property (the 726.40
foot call) as shown on said plat.
Being all that real property in Deed Book 2769, Page 710.
Book:4327 Page: 1376 Seq: 2

Page 3 of 3
71
�Wi
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee
in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to convey the same in
fee simple, that title is marketable and free and clear of all encumbrances, and that Grantor will warrant and defend the title against
the lawful claims of all persons whomsoever except for the exceptions hereinafter stated. Title to the property hercinabove described
is subject to the following exceptions:
SUBJECT TO EASEMENTS, RESTRICTIONS AND RIGHTS OF WAY OF RECORD.
IN WITNESS WHEREOF, the Grantor has hereunto set his hand and seal, or if corporate, has caused this instrument to be
signed in its corporate name by its duly authorized officers and its seal to be hereunto affixed by authority of its Board of Directors,
the day and year first above written.
Z_ Y_'6� (SEAL)
(Entity Name) Belinda Sharpe Smart, untArried
By:
Title:
By:
(SEAL)
(SEAL)
Title-
0,%1 11-1ii /
SEAII�HQ`'E�RTH CAROLINA .„OdUA)Cpry) O County.
NgTjyrr%Notary Public of the County and State aforesaid, certify that Belinda Sharpe Smart, unmarried
CD per$onally appeared before me this day and acknowledged the execution of the foregoing instrument.
G Ibijess my hand and official stamp or seal, this 5th da December
�i Rj co 'ssi n expires: 3
�E COI a�e D I ! Notary lic
Ili
SEAL -STAMP NORTH CAROLINA County_
1, a Notary Public of the County and State aforesaid, certify that
personally appeared before me this day and acknowledged that he is Secretary
of a North Carolina corporation, and that by authority duly given and as
the act of the corporation, the foregoing instrument was signed in its name by its President,
sealed with its corporate seal and attested by
as its Secretary.
Witness my hand and official stamp or seal, this day of , 2006.
My Commission Expires:
Notary Public
The foregoing Certificate(s) of
is/are certified to be correct. This instrument and this certificate are duly registered at the date and time and in the Book and Page
shown on the first page hereof.
By
REGISTER OF DEEDS FOR COUNTY
Deputy/Assistant-Register of Deeds.
Book:4327 Page: 1376 Seq: 3

Certification by Land Owner (if different from Applicant):
l hereby certify that I have read and understand the application submitted by
lc . for a permit to operate a compost facility on land owned by the
undersigned located at (address) y -; cxj( (city)
Le 'pcesA-fir , NC, in Acc,.,.�e- County, and described in Deed Book and
Page(s) k/:
I specifically grant permission for the proposed compost facility planned for operation within the
confines of the land, as indicated in the permit application. I understand that any permit will be
issued in the names of both the operator and the owner of the facility/property. I acknowledge that
ownership of land on which a solid waste management facility is located may subject me to cleanup
of said property in the event that the operator defaults as well as to liability under the federal
Comprehensive Environmental Responsibility, Compensation and Liability Act ("CERCLA"). Without
accepting any fault or liability, I recognize that ownership of land on which a solid waste management
facility is located may subject me to claims from persons who may be.harmed in their persons or
property caused by the solid waste management facility.
I am informed that North Carolina General Statute 130A-22 provides for administrative penalties of
up to fifteen thousand dollars ($15,000) per day per each violation of the Solid Waste Management
Rules. I understand that the Solid Waste Management Rules may be revised or amended in the
future,t the siting and operation of the facility will be required to comply with any such
ns or amendments.
i re' Date
rint name
NORTH CAROLINA
County
Notary Public for said County and State, do hereby certify that
VAZh-ate �i�,5� personally appeared before me this day and acknowledged the due
execution of the foregoing instrument.
Witness my hand and official seal, this the
(Official Sol"A....
O
My Comm. Expires•'
3 :•November 5, 2022
A�4`AC1Ei��G ,�
co
lic
My commission expires%j/

Lease Agreement
This agreement is between Nathan Williams (landowner) and Danny's Dumpster, Inc. (tenant),
for the lease of land for the purpose of operating a Type III Solid Waste Compost Facility.
1. The parcel contained in this agreement is located at: 43 Poor Man's Holler, Leicester, NC
28748
2. The term of this lease shall be from January 1, 2021 to January 1, 2024, except as
terminated earlier according to the provisions below.
3. The tenant agrees to pay a lease fee to the landowner of $12,000 per year in monthly
$1,000 increments. This lease fee may be renegotiated annually.
4. Permitted Uses: The tenant is permitted for all normal activities associated with the
above purposes
5. The tenant agrees to operate within the parameters of their composting permit and
maintain said permit throughout the life of the lease.
6. The tenant agrees to provide the landowner with evidence of liability insurance
coverage upon request.
7. The landowner agrees to pay all taxes and land assessments associated with this parcel.
8. The landowner retains his right to access the parcel for the purposes of inspection
without prior notification to the tenant.
9. Either party may terminate this lease at any time with six months notice to the other
party.
10. The terms of this lease may be amended by mutual consent.
11. Any disputes occurring from this lease may be resolved by standard mediation practices,
if necessary.
Signed:
i
Date
Date ,1,

- Ak.

SOIL BORING LOG
Quible SINCE 1959
& Associates, P.C.
ENGINEERING * PLANNING * SURVEYING * ENVIRONMENTAL SCIENCES
Phone: [phone] Fax: [phone]
E—Mail: weadusOquible.com
1. PURPOSE OF BORING TNSPF.CTION Fog SHWT WITHTN 24,, OF GgolJNT) STTRFACF.
2. BORING NUMBER/LOCATION SB-1
3. OWNER/ADDRESS 43 POOR MAN'S HOLLOW, T.F.TCF.STF,R, NC 29749
4. DATE BORED 30 SF.PTF,MBF,R 2020
5. TOTAL DEPTH 48"
6. STATIC WATER LEVEL No F,NC01JNTF,RFD
7. TOPOGRAPHIC LAND SETTING FXC A V A TION/FTT I , ON HILL . SLOPE
8. LATITUDE/LONGITUDE 35.593123-92-690319
9. COMMENTS INORGANIC FILL
LOCATION SKETCH
0"
241,
36"
60"
DEPTH
FORMATION DESCRIPTION

SOIL BORING LOG
Quible SINCE 1959
& Associates, P.C.
ENGINEERING * PLANNING * SURVEYING * ENVIRONMENTAL SCIENCES
Phone: [phone] Fax: [phone]
E—Mail: weadusOquible.com
1. PURPOSE OF BORING INSPF,CTTnN Fog SHWT WTT14IN 24,, OF C,,RoTINT) STTRFACF.
2. BORING NUMBER/LOCATION SB-2
3. OWNER/ADDRESS 43 POOR MAN'S HOLLOW, T.F.TCF,STF,R, NC 28748
4. DATE BORED 30 SF.PTF,MBF,R 2020
5. TOTAL DEPTH 48"
6. STATIC WATER LEVEL N0 F.NC01 TNTTF,RFD
7. TOPOGRAPHIC LAND SETTING FXC A V A TION/FTT .T , ON HILL . SLOPE
8. LATITUDE/LONGITUDE 35 593066, -82 690965
9. COMMENTS INORGANIC FILL
LOCATION SKETCH
011
12
24"
4S"
GO"
DEPTH
FORMATION DESCRIPTION

2018 July
lm
2
3
4
5
6
7
8m
9
30
11
12
13
14
15m
16
17
18
19
20
21
22m
23
24
25
26
27
28
29m
30
31
Bin 1
Temp (F°)
Bin 2
Temp (P)
Bin 3
Temp (F°)
148
134
152
124
140
144
136
150
140
120
154
126
142
130
150
136
118
154
140
126
142
130
120
150
134
126
138
130
120
144
128
138
148
134
140
2018 October
1
2
3
4
5
6
7m
8
9
10
11
12
13
14m
15
16
17
18
19
20
21m
22
23
24
25
26
27
28m
29
30
31
Bin 1
Temp (F°)
Bin 2
Temp (F°)
Bin 3
Temp (F°)
146
130
120
134
126
122
140
130
126
128
130
118
136
134
126
140
138
130
140
140
136
144
140
120
120
144
124
124
146
130
130
134
134
120
Temp = Temperature
F° = Fahrenheit Degrees
Appendix G
Danny's Dumpster
Temperature Records - 2018 July - 2019 June
2018 August
1
2
3
4
5m
6
7
8
9
10
11
12m
13
14
15
16
17
18
19m
20
21
22
23
24
25
26m
27
28
29
30
31
Bin 1
Temp (F°)
Bin 2
Temp (F°)
Bin 3
Temp (F°)
122
142
140
154
146
130
152
136
120
156
140
130
118
146
136
124
154
154
138
132
140
142
144
124
128
148
150
148
134
156
138
118
120
142
146
128
118
2018 November
1
2
3
4m
5
6
7
8
9
10
llm
12
13
14
15
16
17
18m
19
20
21
22
23
24
25m
26
27
28
29
30
Bin 1
Temp (F°)
Bin 2
Temp (F°)
Bin 3
Temp (F°)
140
134
126
144
140
130
142
134
142
118
140
126
144
126
126
148
130
130
134
140
136
124
146
140
124
146
140
128
146
134
128
136
128
134
118
136
2018 September
1
2m
3
4
5
6
7
8
9m
30
11
12
13
14
15
16m
17
18
19
20
21
22
23m
24
25
26
27
28
29
30m
Bin 1
Temp (F°)
Bin 2
Temp (P)
Bin 3
Temp (F°)
136
122
148
140
128
144
134
122
146
136
128
138
134
140
138
126
140
130
124
144
144
134
128
138
136
118
120
140
140
124
140
142
144
146
130
2018 December
1
2m
3
4
5
6
7
8
9m
30
11
12
13
14
15
16m
17
18
19
20
21
22
23m
24
25
26
27
28
29
30m
31
Bin 1
Temp (F°)
Bin 2
Temp (F°)
Bin 3
Temp (F°)
140
126
140
140
130
144
132
118
146
138
126
140
126
140
130
122
128
124
136
134
128
142
142
138
132
142
136
128
128
144
140
146
134
120

2019 January
1
2
3
4
5
6m
7
8
9
30
11
12
13m
14
15
16
17
18
19
20m
21
22
23
24
25
26
27m
28
29
30
31
Bin 1
Temp (F°)
Bin 2
Temp (F°)
Bin 3
Temp (F°)
130
124
138
134
130
140
140
144
136
140
136
140
142
126
146
130
146
130
126
138
140
130
124
134
124
144
140
130
150
130
140
144
134
118
2019 April
1
2
3
4
5
6m
7
8
9
30
11
12
13m
14
15
16
17
18
19
20m
21
22
23
24
25
26
27m
28
29
30
Bin 1
Temp (F°)
Bin 2
Temp (F°)
Bin 3
Temp (F°)
130
134
138
144
146
150
154
Temp = Temperature
F° = Fahrenheit Degrees
2019 February
1
2
3m
4
5
6
7
8
9
10.
11
12
13
14
15
16
17m
18
19
20
21
22
23
24m
27
28
29
Bin 1
Temp (F°)
Bin 2
Temp (F°)
Bin 3
Temp (F°)
150
140
126
144
128
130
126
136
130
130
140
140
134
134
138
138
140
122
122
140
140
144
128
142
148
M322514826
2019 May
1
2
3
4m
5
6
7
8
9
10
llm
12
13
14
15
16
17
18M
19
20
21
22
23
24
25m
26
27
28
29
30
31
Bin 1
Temp (F°)
Bin 2
Temp (F°)
Bin 3
Temp (F°)
132
138
140
146
146
150
156
2019 March
1
2m
3
4
5
6
7
8
9m
30
11
12
13
14
15
16m
17
18
19
20
21
22
23m
24
25
26
27
28
29
30m
31
Bin 1
Temp (F°)
Bin 2
Temp (F°)
Bin 3
Temp (F°)
142
126
130
128
144
134
134
148
140
138
120
140
140
120
126
144
144
150
148
130
152
132
138
144
2019June
lm
2
3
4
5
6
7
8m
9
30
11
12
13
14
15m
16
17
18
19
20
21
22m
23
24
25
26
27
28
29m
30
Bin 1
Temp (F°)
Bin 2
Temp (F°)
Bin 3
Temp (F°)
134
136
136
140
144
130
148
138
152
140
146
150
156
156