7100_WilmingtonCompost_newsiteapplic_20210302

Compost Permit Application — Wilmington Compost Company Compost Facility at Piney Run Farm
Section 1.) General Information
1. Name of Proposed Facility Owner: Wilmington Compost Company, LLC
a. Address of Proposed Facility: 7390 NC HWY 210, Rocky Point, NC 28457
b. Facility Type: Large Type III
2. Applicant of Proposed Facility:
a. Name: Riley P. Alber
b. Address: 1800 Eastwood Road #232, Wilmington, NC 28403
c. Phone Number: (910)-660-9117
d. Email: Riley(a-)-WilmingtonCompostCompany.com
3. Landowner's Name: Piney Runs Farm, LLC
a. Address: 7390 NC HWY 210, Rocky Point, NC 28457
b. Phone Number: (910)-660-9117
c. Email: Riley(a�WilmingtonCompostCompany.com
4. N/A: Engineering is contingent on County Zoning.
5. Forms, Permit Fees, and Invoicing:
a. Name: Riley P. Alber
b. Address: 1800 Eastwood Road #232, Wilmington, NC 28403
c. Phone Number: (910)-660-9117
d. Email: Riley(a-)_WilmingtonCompostCompany.com
6. Notarized statement from the landowner approving the facility: See Appendix A
(not included) pending purchase of property. We are currently in a lease to
purchase contract. Purchase shall take place prior to final permit application.
Section 2.) Siting Requirements
1. Site Location: Located in Rocky Point of Pender County, North Carolina. Closest
towns are Hampstead to the East, Burgaw to and St. Helena to the North, and
Castle Hayne to the South. The nearest city is the City of Wilmington located
within 20 miles of the site location.
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Compost Permit Application — Wilmington Compost Company Compost Facility at Piney Run Farm
This site was previously managed by Clyde Wisecarver, owner of CN Farms
operating as Running Deer LCID Landfill. The LCID Landfill permit allowed the
acceptance of land clearing and inert debris, including the items listed below:
a. Vegetative Debris
b. Topsoil
c. Concrete
This site was also permitted to serve as a Temporary FEMA Relief Site accepting
vegetative debris. See Appendix B for Running Deer Landfill Map with marked
boundaries.
2. For a map showing the property parcel boundaries and parcel I.D. information,
please see Appendix C.
3. Property Acreage: 73.2 acres
a. Acreage of Compost Operation: 2-5 acres
4. Legal description of the property and land deed:
a. In position of Clyde Wisecarver while WCC is in lease to purchase contract.
5. USGS Topographic Quadrangle Map of Site Area: See Appendix D
6. Reference Pender County Zoning approval and letter.
a. Do not have at this juncture.
7. FEMA Flood Insurance Flood Plains Map: See Appendix E
a. In Accordance with Rule .1404(A)(1): Site is not located in flood plain,
therefore it shall 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.
8. Army Corps of Engineers Wetlands Letter: See Appendix F (not included)
a. Still waiting on response from Army Corps.
9. In Accordance with the Compost Rules Sections .1404(A)(2) through (5), and (8):
a. A minimum 100' buffer will be maintained between all property lines and
compost areas as regulated in Rule .1404(A)(2).
b. A minimum 500' buffer shall be maintained between compost areas and
residences, or dwellings not owned and occupied by the permit applicant,
as regulated in Rule .1404(A)(3).
c. A minimum 100' buffer shall be maintained between all wells and compost
areas, as regulated by Rule .1404(A)(4).
i. There is only one well on -site used as a monitoring well.
d. A minimum 50' buffer will be maintained between perennial streams, rivers,
and compost areas as regulated by Rule .1404(A)(5). Please note, this site
location does not contain or release water into any perennial streams
and/or rivers.
e. A minimum 25' buffer will be maintained between compost areas and
swales/berms, as regulated by Rule .1404(A)(8).
f. Distance to:
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Compost Permit Application — Wilmington Compost Company Compost Facility at Piney Run Farm
i. Nearest Offsite Residence: The nearest residence is located
approximately 1,077' from the compost area.
ii. Nearest Perennial Stream or Waterbody: The nearest perennial
stream or waterbody is approximately 1.6 miles away from the front
gates of the location. This waterbody is the North Cape Fear River.
10. No portions of the compost area are located over a closed -out and/or capped
disposal area.
11. Soil evaluation on site conducted by a soil scientist down to a depth of 4', or to
bedrock or evidence of a seasonal highwater table, to evaluate all chemical and
physical soil properties and depth of the seasonal highwater table. Please See
Appendix I.
Section 3.) Design Plan:
1. The following types of feedstocks, residuals, bulking materials, and amendments
are to be accepted:
a. Pre and Post Consumer Food Waste — Collected from local commercial
and residential sectors.
b. Agricultural Waste — Collected from local farm and agricultural operations.
i. Manure
ii. Spent Produce / Field waste
iii. Hemp Bio-Waste
iv. Mushroom Substrate Material
c. Yard Waste — Collected from commercial and residential sectors.
d. Land Clearing Debris — Collected from commercial and residential sectors.
e. Spent Brewery Trub/Grains — Collected from local breweries.
f. Seafood — Collected from local seafood outlets, markets, and fishermen.
g. Compostable Packaging Products — Collected from local commercial and
residential sectors. All products must meet regulatory standards as set forth
by the Biodegradable Product Institute, meeting standards ASTM D6400.
2. Total Estimated Amount of Materials to be Received Monthly:
a. An estimated nearly 5,000 tons a month in feedstocks, residuals, bulking
materials, and amendments are projected to be received at the facility (in
tons).
i. Pre and Post Consumer Food Waste Monthly: 250
ii. Agricultural Waste: 250
iii. Yard Waste: 2,000
iv. Land Clearing Debris: 2,000
v. Spent Brewery Trub/Grains: 100
vi. Seafood: 250
vii. Compostable Packaging Products: 60
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Compost Permit Application — Wilmington Compost Company Compost Facility at Piney Run Farm
b. Seasonal Variation: There should be minimal seasonal variation besides an
expected increase in yard waste and land clearing debris during
heightened storm seasons.
3. Design Capacity of the Facility:
a. Annually, an estimated 60,000 tons of materials are expected to be
collected, received, and processed.
b. Calculations: 5,000 tons a month x 12 months = 60,000 tons annually
4. Site Areas:
a. Feedstocks: 1-2 acres
b. Storage: 1 /2 acre in sheds/covered structures (pole barn)
c. Composting: 1-2 acres
d. Finished Compost: 1/4 acre
5. Recipe:
a. Utilizing the Green Mountains Technologies compost recipe calculator,
approximately 800 Ibs of carbon wood waste mixed with approximately 500
Ibs of nitrogen food/produce waste will produce the proper density,
moisture content, and (C:N) ratio. Overall, we will maintain a C:N ratio of
30:1.
b. Moisture Content: 40%-60%
6. Methods used for Measuring, Shredding, Mixing, and Proportioning Feedstock
Materials:
a. All measuring, mixing, and proportioning will be done by a front-end wheel
loader utilizing specific bucket sizes and or scales.
b. Shredding will take place onsite with a grinder and/or chipper.
7. Site Flow Chart:
a. See Appendix G
8. Process Durations:
a. Receiving: Daily
b. Preparation/Mixing: Daily
c. Composting and Curing:
i. Composting: 4-6 Months
ii. Curing: 30 Days
d. Distribution: Upon the completion of curing.
9. Compost Method —Windrows
a. Method for time and temperature monitoring.
i. Time — Windrow duration will be monitored and tracked daily.
ii. Temperature — Daily temperature reading will be taken using a 36"
(3ft) thermometer and all readings will be logged on file.
10. Surface water control features are natural bioswales, with native vegetative
growth to act as a filtration system. Grading will be maintained at a sufficient
slope so that no puddling of water occurs. Operational plans in wet weather shall
remain normal unless there is an electrical storm or a disturbance in ground
structure.
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Compost Permit Application — Wilmington Compost Company Compost Facility at Piney Run Farm
11. Process water or contact water will be retained in a buffer system to be
reutilized/pumped back into the compost operation. All time and temperature
requirements to reduce pathogens will begin again.
12. Amendments: At this point in our compost process, we do not add any additional
amendments such as the following: lime, wood ash, gypsum, etc.
13. Description of Controls:
a. We spray water to maintain dust control on roadways, windrows, and
operational areas.
b. Cover windrows with wood chips and/or finished compost.
14. Description of Recycling or Other Materials:
a. The only other material being recycled is vegetative/organic debris.
Section 4.) Operational Plan
1. Contact Information: Facility Operator
a. Name: Riley P. Alber
b. Address: 1800 Eastwood Road #232, Wilmington, NC 28403
c. Phone Number: (910)-660-9117
d. Email: Riley(a�WilmingtonCompostCompany.com
2. Description of equipment, scales, structures, unloading areas, water sources,
etc.:
a. Equipment:
i. 2 Wheel Loaders — Bucket scales on wheel loader buckets
ii. Box truck — 16' Box truck used for hauling service
iii. Pickup truck — General use
iv. Dump Truck — 16' dump truck
v. Horizontal Grinder — grinder/chipper for wood waste recycling
vi. Screener — 36 yrds/hr used for screening processed/finished
materials
b. Equipment maintenance: equipment will be monitored and maintained in
operating status.
C. Structures:
i. Office — Used to monitor and coordinate drop-offs and pick-ups, as
well keep record
ii. Storage structures — utilized for storing equipment/tools
d. Unloading areas:
i. All unloading zones will occur in marked areas
e. Water Sources:
i. Ponds — onsite there are 6 ponds. Each dug out to a depth of 2-
14ft.
1. 4 ponds are located in the front of property and 2 are located
in the rear of property.
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Compost Permit Application — Wilmington Compost Company Compost Facility at Piney Run Farm
ii. Drainage ditch — There is a man-made drainage system
constructed around the property's border that lead to the back
settlement pond.
3. Site Security and Access Control:
a. The site is secured with a locked gate system 24/7 except during
operational hours.
b. "No Trespassing" signs are visible at entrance to property.
c. A camera system is in place.
d. Yes, this site will receive feedstock residuals from the general public.
4. Yes, an operator will be on duty during operational hours to ensure
compliance with operational requirements.
5. All access roads and internal road systems are of all-weather construction and
will be maintained in good condition.
6. Operational Schedule: (Subject to change)
a. Days: Monday — Friday
b. Times: 7am-5pm
c. Preparations for opening:
i. Opening the gate/site
ii. Site/equipment inspection
d. Preparation for closing:
i. Park/Store all equipment away in designated storage areas on site
ii. Check on site/equipment
iii. Lock the gate/site
7. A sign will be posted and maintained that includes the type of waste that can
be received, the type of waste that is prohibited, the operational hours, permit
number, and emergency contact phone numbers of the main operators and
staff. The sign will also include that no hazardous waste, asbestos containing
waste, or medical waste will be accepted at this site.
8. Boundary markers will be maintained and kept to clearly allow for a line of site
from one marker to the next. All boundary markers will be marked to identify
buffers and setbacks. These markers consist of white PVC piping with orange
tips, along with tree's acting as markers clearly labeled with orange paint.
a. These markers are at a distance <50' from one to the next.
9. List of personnel and responsibilities:
a. Riley Alber: owner and operator
b. Trey Alber: owner and operator
c. Mary Alber: owner and controller
10. All personnel requirements described in Rule .1406 (19)(a)(b) will be met and
maintained and listed out in the permit.
11. Narrative description of compost process:
a. Arrival of materials: WCC trucks will offload food waste into designated
food waste drop zone.
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Compost Permit Application — Wilmington Compost Company Compost Facility at Piney Run Farm
i. Vegetative wood waste /land clear debris: dropped off by WCC
and residential/commercial sectors around the community in
marked zones
b. Unloading: All unloading will take place in clearly marked zones
c. Processing: All feed stocks will be monitored and processed prior to
mixing.
d. Mixing: Mixing of feedstock materials will take place on a pad with the
wheel loaders.
e. Storage:
i. Windrows will be maintained in their proper shapes
ii. Feedstocks will be stored as needed
f. Composting: will take place in windrows with a duration of 4-6 months
g. Curing: curing will take place for 30 days during the "composting" stage
h. Testing: each batch will be tested through the United States Compost
Council STA Program.
i. Final Product Storage: will be stored on separate curing pad
j. Removal from site: products will be moved through wholesale and retail
outlets in trucks, trailers, and/or bags.
12. Screening unacceptable waste:
a. All incoming loads will be monitored for contamination by on -site
personnel
b. All unacceptable waste will be removed and discarded in appropriate
receptacle containers
c. Containers will be removed off -site as need to properly manage the
waste volume/flow
13. Special Feedstock or Residual Handling:
a. No special handling should take place on site
14. No amendments will be added to the compost. If this occurs, we will have
amendments tested to meet all requirements.
15. Preparing Materials:
a. Grinding will take place with all vegetative waste to create
"mulch/woodchips" to be utilized in the compost
b. Mixing of Carbon and Nitrogen materials will take place in preparation
for windrows
16. Pile sizes:
a. Feedstocks - pile sizes will reflect permitted regulations
b. Composting — windrows will meet all size requirements and dimension
c. Curing — all cured piles will meet all size requirements
d. Final Products — all piles of finished products will not exceed 50' wide
and 30' in height
17. Time, Temperatures, and Turning Requirements:
a. Time: all time requirements will be met as listed in Rule .1406 (12)(13)
b. Temperature: requirements will be met as listed in Rule .1406(12)(13)
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Compost Permit Application — Wilmington Compost Company Compost Facility at Piney Run Farm
i. Thermometer probes — 36"length (3ft)
ii. Reading — multiple readings will be taken per pile at a distance of
approximately 5 feet from one another
c. Turning: requirements will be met as listed in Rule .1406 (12)(13)
18. Probe Thermometer:
a. Type: General Thermometer
b. Size: 36" or 3'
c. Calibration method: Ice water once a year
i. records will be kept of date/process of calibration
19. Other Monitoring:
a. Monitoring will take place during our testing program (feed stocks,
finished products)
b. Moisture will be monitored throughout the entire process to maintain
40%-60% moisture content.
20. Method of Aeration:
a. Aeration will occur through turning/mixing of the windrows
b. Frequency: turning will take place at a rate to meet all VAR and PFRP
requirements simultaneously
21. Compost testing and method for collecting samples shall be in accordance
with Rule .1407(b)(1-6)
a. The pathogens samples should be collected as a composite sample
from finished compost on -site on the same day it is to be taken to the lab
for analysis. The sample should be processed within the hold time
required by the lab testing procedure and this is usually 24 hrs.
b. The sample that is collected for metals analysis is to be collected and
composited over a 6-month period or every 20,000 tons produced from
each batch of the compost.
22. Distribution and Use of Finished Compost:
a. Distribution and Use: both wholesale and retail markets will be targeted
b. All nutrient claims will meet the requirements of the NC Department of
Agriculture and Consumer Services, Plant Industry Division.
23. Residues and Finished compost that cannot be used:
a. Residues and finished compost that cannot be used will be stored onsite
to be recycled back into the beginning of the composting process.
24. Record Keeping and Annual Reporting
a. A copy of the permit, plans, and reports will always be maintained onsite
in accordance to Rule .1406 (1)(B)
b. Documentation of training requirements will be kept on -site and made
readily available for any necessary party in accordance with Rule .1406
0 9)(C)
c. Record keeping will be in accordance to Rule .1408
d. Logs/Forms will be kept on file

Compost Permit Application — Wilmington Compost Company Compost Facility at Piney Run Farm
25. Surface water is controlled and maintained by a drainage ditch system that
surrounds the permitted area and flows into a sediment pond. There are
also 5 other ponds located on site for water control.
26. Fire Protection Agency Paperwork:
a. Pender County EMS and Fire- Appendix H (not included)
i. Trying to reach right personnel.
27. Fire Prevention Plan:
a. Plan outline: In the case of a fire the following steps will be taken:
i. Identify Fire Location(s)
ii. Check the safety of all personnel
iii. Identify proper fire fighting equipment
iv. Notify proper authorities
v. Identify personnel tasks
vi. Execute Fire Fighting plan
b. Onsite Equipment:
i. 160HP water pump system with 550' of 2" fire hose
1. Hose has been proactively tested to reach and deliver water
to farthest points necessary from each pond
ii. Ponds — 5 ponds as a water source for fire mitigation and fighting
c. Any fire will be reported to the Solid Waste Section within 24 hours
followed by a written notification of the details of the fire within 15 days
of the incident.
28. Plan for Maintaining Facility Property:
a. Property will be maintained in a sanitary condition
b. Noise: Operate during operating hours only. Buffers, berms, and green
space will be utilized to minimize noise exposure offsite.
c. Vectors: All vectors will be minimized by Best Management Practices
(BMP) onsite such as, buffers, tree -lines, tarps, etc.
d. Litter: Will be monitored and maintained in proper disposal containers
with a disposal rate that does not allow for excess waste to accumulate.
e. Dust: Water will be sprayed on roadways when needed to maintain low
dust levels.
f. Airborne Particulates: tarps, buffers, screens, coverings, etc will be
utilized when needed to minimize airborne particulates.
g. At the end of each operating day the unloading area will be organized,
feedstocks will be processed, mixed, or properly stored.
29. Contingency Plans:
a. Wind: Properly manage, contain, and store feedstock and composting
materials.
i. Wind to this location: We typically see South Eastern winds in the
summer months which would blow towards a 1,700 acre farm used
for hunting, hog farming, and recreation, which is then backed up
by Holly Shelter Game Lands.
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Compost Permit Application — Wilmington Compost Company Compost Facility at Piney Run Farm
ii. During the fall and winter months we see North East winds which
blow in the direction of large timber tracks of over a mile and a half
wide that butt against the Cape Fear River. On the other side of
the river are continued tree stands.
b. Rain: Operations should continue as normal until electrical storms occur
or a disturbance to the ground begins (deep tire tracks)
c. Snow: Operations will continue as normal until weather presents less
than ideal conditions.
d. Freezing weather: See answer above for "Snow"
e. Extreme Weather Event: Store, lock down, and prepare the site before
closing down operations. Resume when weather is safe to perform
operations again.
f. Air Pollution: Covers, BMP, and Buffers will be utilized to control and
prevent air pollution.
g. Equipment Breakdown: Equipment maintenance and repairs will take
place as need. All repairs will be documented to keep a close record on
equipment and state of working condition.
h. Spills: Identify the source, take subsequent action to stop and remediate
the problem.
i. Unusual Traffic Patterns: Maintain open visibility, clear traffic lines, clear
signage, and extra personnel when/where needed to help conduct
efficient traffic flow.
j. Long Term Power Outages: Maintain in contact with our energy
provider, Duke Energy.
30. Site Safety:
a. All personnel and onsite staff will be properly trained on equipment
b. All personnel and onsite staff will be made aware of proper procedures
in case of an injury, fire, or other hazard
i. Yearly practice drills will be conducted and recorded to ensure all
staff and personnel are prepared for such an event
c. Signs will be properly utilized to address other site hazards to workers or
the public
31. Closure of Site:
a. All feedstock and unfinished compost materials will be removed from the
site and taken to a permitted solid waste facility within 180 days
b. Finished compost materials left onsite shall comply with GS 130A-
309.05
c. The owner or operator will notify the Division in writing upon completion
of the requirements if the permit shall be terminated.
d. Future composting operations at the site shall require submittal of a new
permit application in accordance with Rule .1405 of this Section.
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Compost Permit Application — Wilmington Compost Company Compost Facility at Piney Run Farm
Section 5.) Odor Control Plan - Site Specific
1. Identification of all onsite potential odors on map: See Appendix 1
2. Onsite weather condition:
a. Wind Conditions: All wind directions blow into large wooded parcels
surrounding the site.
i. Summer Season (May — August): We see primarily South East
winds. This carries any odors in the direction of the Mclean Family
Farm, LLC which is 1,600 Acre parcel used for recreation and
hunting. There is also a 700 acre parcel on the Northeast quadrant
of the 1,600 that is a hog operation. Backing this land up is Holly
Shelter Game Land owned by the Nature Conservancy. This is a
64,743 acre land tract.
ii. Fall / Winter Seasons: We see primarily North East winds during
this time of the year. This wind direction carries any odors in the
direction of another 1,200 acre Mclean Family Farm, LLC parcel
that is then surrounded by wooded timber land all the way until the
Cape Fear River which is 1.5 miles to the South.
b. Topography: the topography of the site will not affect odors on site.
c. Seasonal Variations: During seasons with heightened storm activity and
higher wind periods, covers and buffers will be utilized and properly
vegetated to capture odors onsite.
3. Onsite monitoring and record keeping of odor data will be kept at all time for
odor sources with the potential to migrate offsite. Data will include, but shall
not be limited, to date, time, site specific conditions, weather conditions, wind
direction, characteristics, and intensity of odor.
4. Facility Odor Complaint Protocol:
a. Odor Complaint Form — outlining complaint (who, what, where, when,
why)
b. Identify odor source onsite and offsite by operator
c. Identify best course of action to mitigate odor
d. Contact appropriate personnel
i. Complainer
ii. On site personnel
iii. Hazardous Waste Responders — if odor is alarming
5. Complaint Record Keeping:
a. Records of complaints will always be kept on file onsite
b. Records will include: date, time, complainer information, and reason for
complaint
6. Odor control and Best Management Practices Onsite:
a. Personnel training: all personnel should be trained appropriately for their
position's role and task to best mitigate odors
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Compost Permit Application — Wilmington Compost Company Compost Facility at Piney Run Farm
b. Feed stocks will be managed on a timely manner, mixed appropriately,
and stored in a way to mitigate and eliminate odors
c. Mixing: Mixing of materials is to take place in a timely manner upon
receiving feed stocks to mitigate odors
d. Handling incoming feedstock: appropriately separate, mix, and store
feedstocks to mitigate odors
e. Moisture: Monitor compost pile moisture levels by hand testing it.
Maintain a 40%-60% moisture level.
f. Aeration Methods, Frequencies, Protocols:
i. Aerate by turning windrows with wheel loaders
ii. Turn as needed based on temperature, time, moisture, and odors
iii. Protocol — turn when needed, pay attention to the signs
g. Leachate and Liquid Management:
i. All leachate and liquids shall be monitored and captured in a way
a health or contamination threat is not present onsite or offsite.
Liquids/leachate should be recycled back into the composting
process.
h. Weather Monitoring and Protocol:
i. A daily weather check should take place in the morning before
operating hours begin
ii. Operate onsite in accordance to weather protocols
i. Airborne Emissions:
i. Feedstocks and materials should be managed in a way to
eliminate potential airborne emissions
j. Windrow Covering:
i. Windrow piles should be covered with wood chips or finished
compost upon the completion of a new windrow pile (2-4in)
7. Not Applicable
Section 6.) Signature Page
1. Applicant Signature Page (Appendix L)
Section 7.) Stormwater Discharge and Sedimentation and Erosion Control Plan
2. Not applicable
Section 8.) Drawings
3. Engineer Drawing — Right Angle Engineer — See Appendix J
12

Signature page of applicant —
Name of facility
Wilmington Compost Company
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 revisions or amendments.
,Aar,
Signa re
Owner
Title
Riley P. Alber
Wilmington Compost Company
Business or organization name
Print Name
7-29-2020
Date

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MAP NOT USABLE
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LANDFILL
LANDFILL
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LANDFILL
TOTAL
PROPERTY
SECTION A"
SECTION "B"
SECTION 'C"
SECTION D"
SECTION "E"
OPERATIONAL
ACREAGE
ACREAGE
ACREAGE
ACREAGE
ACREAGE
ACREAGE
LANDFILL
INCL. EXPANSION
ACREAGE
sO AC
INACTIVE
5.7 AC
4.6 AC
INACTIVE
3.4 AC
25.8 AC
REVISIDNS ADDED TO SHOW:
1 EXISTING DITCHES ALONG HAUL ROAD
2. TWO ROCK DAMS TO BE PLACED IN EXISTING DITCHES BEFORE INTERSECTION WITH NEW DITCH.
3. PROPOSED 200'x2OO' BORROW AREA. SOILS FROM BORROW AREA TO ONLY BE USED ON -SITE
AS FILL MATERIAL FOR LANDFILL OPERATIONS
NOTES
I.
HAUL ROAD CONTRUCTION ENTRANCE TO BE BUILT
PRIOR TO SITE D15TUR&NCE At NORTHWEST
ENTRANCE GATE NEAREST HIGHWAY 210.
2.
1 FOOT OF BENEFICIAL Fitt WN-L BE PLACED
FLU
ON TOP OF EXISTING SURFACE TO MAJNTAIN 4 FOOT
SEPARATION BETWEEN LANDFILL MATERIAL AND
GROUNDWATER. NO EXCAVATION TO BE CONDUCTED
FOR LANDFILL ACTARTIES
J.
ALL SIDE CUT SLOPES TO BE NO GREATER THAN
r I�
J HORIZONTAL TO 1 VERTICAL
�J
4
LANDFILL SHALL ONLY ACCEPT NATURALLY
OCCURRING VEGETATIVE MATERIAL, CONCRETE,
BRICK, UNCONTAMINATED SOIL, GRAVEL, ROCK,
�1
AND UNTREATED AND UNPAINTED WDOD. ASPHALT
OR FORMES OF ASPHALT PRODUCTS WILL NOT
BE ACCEPTED.
L
5.
SILT FENCING TO BE INSTALLED PRIOR TO CON-
F^��
STRUCTION IN AREAS NOTED. PRIMARILY
r
�y
AT ADJOINING PROPERTY LINES. SEE C- I & C-2.
EXISTING SEDIMENT POND TO BE ENLARGED PRIOR
TO FILLING Sim TO BE DOUBLED
6
AOEOUATE SOIL COVER WILL BE APPLIED MONTLY
OR WHEN THE ACTIVE AREA EXCEEDS ONE ACRE
7.
SOIL COVER WILL BE BROUGHT FROM RUNNING
DEER MINE WHICH IS LOCATED AT THE SITE.
B.
LANDFILL ATTENDANT WILL BE ON DUTY AT ALL
TIMES LANDFILL 15 OPERATED FOR PUBLIC USE.
9.
120 CALENDAR DAYS AFTER COMPLETION OF A
PHASE. ARrA WILL BE SEEDED, MIULCrLED. AND
FERTILIZED PER EROSION CONTROL PLAN.
10.
LANDFILL WASTE BROUGHT IN THAT IS SUITABLE
FOR SOIL COVER WILL BE STOCKPILED IN LANDFILL
SECTION A" FOR FUTURE USE
11.
LANDFILL SECTIONS WILL BE COMPLETED IN PHASES.
SECTION A' AND "0" ARE INACTIVE TO FILLING
C
ACTIVITIES. SECTIONS 8"• "C' AND 117 ARE ACTIVE
12
NEW OPERATIONS SHALL FOLLOW SEDIMENT EROSION
CONTROL PLAN AS FILED IN PAtWOUS LCID PER it
AND AS SHOWN ON ViESE PLANS,
Fri
IS
50' BUFFER IS FROM PREVIOUS AREA BEING A 2-ACRE
NOTInCSAT)ON PERMIT THE AREA MAS 81O-OfCRADED
OVER TIME AND IS SUITABLE FOR MORE FILL MATERIAL.
LEGEND
MINE PONDS
PROPERTY LINES
a n n v v v v v EXISTING HAUL ROAD
EXISTING CONTOURS
�I
EXISTING DITCH
EXISTING DIRT ROADS
ENGINEER SEAT
® PROPOSED LCID BOUNDARIES
SILT FENCE
RUAL
1 V
""EE1�Ir.
ITPROPOSED ROCK DAM
-1_ c - 1
HT A N G I- E CLTOE A'1SECARVER Ruwwo Oct*ra mx w,SEcwvrR
nR
NGi1Nr=EF:lINCBI, P.o. LAND CLEARINGS WERE DEBRIS LANDFILL.
212 PRINCESS STREET
WILMINGTON, NC 28401 SITE PLAIN
[phone] FAX [phone]
IRS. L*WARO 1 6-r5-14

Ewa
0
0
PARCELS
PIN
3265-61-7071-0000
CALCACRES
NAME
WISECARVER, CLYDE
ADDR
6424 MURRAYVILLE ROAD
CITY
WILMINGTON
STATE
NC
ZIP
28411
nERTY AnDRESS
210 HWY OFF
PROPERTY DESCRIPTON 72.20 AC EJS NC HWY 210
DATE
4/19/2013
SALE PRICE
$500
geed Reterence
4243/ 151
pafarorjra
NOPLAT
ACCOUNT
964364
TOWNSHIP
TOPSAIL
ACRES
72.2
LAND —VALUE
$244,800
BUILDING —VALUE
$0
TOTAL —VALUE
$244,800
DEFERRED -VALUE
$0
SUBDIVISION
RUNNING DEER PLANTATION
ZONE
TAX -CODES
GO1 F29 R40
EXEMPT
USE
ALT_PIN
NIAPN
HEAT_SQ—FT
N B RH ❑
R2000
EXFM_AMT
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T
GHT ANGLE
ENGINEERING, PC
212 Princess Street Wilmington, NC 28401 Tel. [phone] Fax [phone]
October 7, 2016
Perry Sugg, PG
Solid Waste Section
NCDENR — DWM Central Office
1646 Mail Service Center
Raleigh, NC 27699-1646
Re: Running Deer LCID Landfill
Mr. Sugg,
DIN 26803
Approved by SWS - 10/7/2016
The Running Deer LCID Landfill has changed ownership back to Mr. Clyde Wisecarver. With this
package we are requesting the proper change in ownership of the site, and also expanding the disposal
acreage for a proposed cell, Section "E", that was formerly an Air Curtain Burner site.
Persuant to your review comments, we are providing all revised plan sheets and operational plan for your
approval.
Please review and provide any comments that you may have on the operation of the site. Feel free to call
us anytime at 251-8544.
Sincerely,
Shane Lippard, PE
Right Angle Engineering, PC

NORTH CAROLI NA
LAND CLEARING INERT DEBRIS
LANDFILL APPLICATION
RUNNING DEER LANDFILL
HIGHWAY 210
PENDER COUNTY, NORTH CAROLINA
OWNER: MR. CLYDE WISECARVER
"Us
OCTOBER 2016
BY: RIGHT ANGLE ENGINEERING, P.C.
Environmental and Civil Engineers
212 Princess Street
Wilmington North Carolina 28401
[phone]
[phone] (fax)

OPERATIONAL PLAN
For Continued Operation of
RUNNING DEER LCID LANDFILL
By Clyde Wisecarver
N.C. HWY 210
PENDER COUNTY, N.C.
OCTOBER 2016
TABLE OF CONTENTS
1.0 GENERAL INFORMATION
2.0 OPERATION AND DEVELOPMENT OF LANDFILL
3.0 VEGETATION PLAN
Operational Plan
Running Deer L&D Landfill
October 2016

1.0 General Information
This Operational Plan is an update to the original Operational Plan designed to carry out
the necessary proceedures for proper useage of the Running Deer Land Clearing Inert
Debris Landfill to be located in Pender County East of interstate 40 along State Highway
210. The property on which the Landfill is located is owned by the applicant. The
applicant's remaining portion of the 68 acres of this tract of property is used for hunting
game and some pasture land. The owner currently operates a 27 acre Land Clearing
Inert Debris landfill on the northwestern corner of the property and the previously
permitted 10 acre mining operation is now closed. This update is due to change in
ownership to Clyde Wisecarver. The applicant proposes to continue operating in Cells
"B", "C", and a proposed new cell "E". The proposed cell "E" was formerly the site of an
Air Curtain burner to dispose of high volumes of storm debris. This property has
reverted back to Clyde Wisecarver and is suitable for a new cell of LCID.
Approximately 314 of the property is wooded with access roads and drainage ditches
crossing the site. The existing ditches run to the northeastern corner of the property
where an existing sedimentation pond is located. The effluent of the pond flows into
Trumpeter Swamp. The sedimentation pond was doubled approximately year 2000 to
accomodate the work at the landfill.
Six small ponds currently exist on the site which were created by mining in the late
1980's. An existing entrance road and haul road which previously were used for logging
will be used as the haul road for the mining operation. This road is well developed and
built out of gravel.
Land use in the vicinity contains residential owners along with logging operations and
also a hog farm. Five mobile homes are located along NC 210 just south of the
entrance but at least 500 feet from any proposed landfill operations.
The total permitted landfill area is 32.0 total acres which also includes buffer zones.
Grading in the buffer zones will be held to a minimum to reduce sediment erosion.
Typical averages at the site have been approximately 25,000 cubic yards per year. It is
estimated that there is approximately 75,000 cubic yards of availability in the expanded
section of "B" and the new section "E" of the landfill area which would accommodate the
average instream for over 3 years. Disturbance will follow the construction schedule
and reclamation will be conducted as appropriate landfill areas are completed.
Operational Plan
Running Deer LCID Landfill
October 2016

2.0 Operation and Development of Landfill
1. Landfill owner and operator responsible for the Landfill facility will be:
Clyde Wisecarver
6524 Murrayville Road
Wilmington, NC 28411
[phone]
2. After completion of Landfill operations the land will be reclaimed as hunting and
fishing areas in conjunction with ponds created by mining at the site.
3. The Running Deer LCID Landfill will only accept the following items for disposal:
stumps, trees, limbs, brush, grass, other natural vegetative material, yard trash,
untreated wood, unpainted wood, concrete, brick, uncontaminated soil, rock, and
gravel. NO ASPHALT, USED ASPHALT, OR MATERIALS MIXED WITH ASPHALT
WILL BE ACCEPTED AT THE FACILITY.
4. Upon completion of filling Section "C then filling will continue out the South branch
towards the expanded section "B°. Section "E" will be filled next. Completing
Sections "B" and "E" is estimated to be within 3 years.
5. Adequate soil cover that is to be landfilled will be stockpiled in an unused Section for
future use as cover material or beneficial fill. One foot of beneficial fill will be placed
over existing ground surface to properly maintain waste/groundwater separation at
the site. Cover material will be acquired from the Running Deer mine. Soil Cover
will be applied monthly or when an active area reaches one acre in size. Daily Log
will incorporate cover activities so that a record will be kept that ensures cover is
placed monthly. Daily Log will also contain field measurements of the active area to
ensure more than an acre of landfill active area is exposed.
6. At the completion of landfilling activities the disposal area will be covered with a
minimum of one foot of soil cover. Revegetation plan will be followed at this point.
Permanent erosion control measures to be implemented within 120 calendar days of
any phase completion. All side slopes shall not exceed three to one (3:1) in
accordance with 13B .0565(3)0).
7. The facility will maintain adequate security by having lockable gates at all entrances
and maintaining vegetative buffers where possible. An attendant will be on duty at
all times the landfill is open for public use to assure compliance with operational
requirements and to prevent acceptance of unauthorized wastes. The Landfill
Attendant will visually inspect the debris upon arrival and document location of
where the load was placed. Once dropped, the Landfill Attendant will also visually
inspect the debris on the ground for unacceptable materials. If unacceptable
materials are found, they will be sorted out to a separate pile. The materials will
then be properly disposed at a permitted landfill. A Daily Log will be maintained in
the small "check -in" office located along the haul road just inside the main gate.
Violators of unacceptable materials will be identified in the Daily Log.
Operational Plan 3
Running Deer LCID Landfill
October 2016

8. All existing haul roads will be inspected monthly and repaired as needed to maintain
functionality at the site.
9. During landfill operations, slopes will be maintained so that surface waters are not
impounded over waste.
10. There will be no excavation to facilitate landfilling. All wastes will be deposited over
existing ground surfaces.
11. All large earthmoving equipment on site will be equiped with fire estinguishers in an
event of fire. Small fires will be attempted to control by on -site personnel. Pender
County Fire Squad will be notified when fire becomes uncontrollable.
12. To ensure the landfill waste disposal areas are not encroaching into either the
required bouondary buffer setbacks and the adjacent wetland areas, the installation
of durable and visible permanent markers will be employed for each section's waste
boundaries.
Construction Schedule
Obtain plan approval and other applicable permits.
2. Hold pre -construction meeting at least one week prior to beginning construction.
3. Install/Maintain temporary construction entrance/exit.
4. Place inert benificial fill in existing ditch and have inspected prior to continuing fill
operations.
5. Begin filling of permited area.
6. Where necessary, install silt fencing to reduce sedimentation into ditches or
adjacent property.
7. When a 5 acre cell has been completely filled, begin permanent vegetative
reclamation of disturbed areas.
8. All erosion and sediment control practices will be inspected bi-weekly and after
rainfall events. Needed repairs will be made immediately.
9. After each fill area is stabilized, all temporary measures will be removed and
permanent vegetative repairs to be completed.
3.0 Vegetative Plan
1. Upon completely filling a 1 acre cell, top cover soils will be roughened by making 1"-
2" deep grooves perpendicular to the slope.
2. Spread lime (agricultural limestone) evenly of area at a rate of 1.5 tons/acre, spread
10-10-10 fertilizer at a rate of 1000 Iblacre and incorporate into the top 6" of soil.
Operational Plan 4
Running Deer LCID Landfill
October 2016

3. Loosen surface prior to applying seed.
4. Broadcast seed at recommended rates.
5. Rake seed into the soil and lightly pack to establish good contact.
6. Mulch with 4000 lb/acre grain straw or equivalent and anchor by weighted farm disc
set nearly straight or other mulch anchoring tool.
7. Mow as needed and refertilize in late winter or early spring by topdressing with 10-
10-10 fertilizer.
Seed Types and Application Rate /_Schedule
Cool Season: Tail Fescue -- 80 lb/acre
Warm Season Mix: Pensacola Bahiagrass 50 lb/acre
Kobe Lespedeza -- 40 lb/acre
Seeding Dates: Early Spring: Feb. 15 - Apr. 30
Fall: Sept. 1 - Oct. 31
END OF PLAN
Operational Plan 5
Running Deer LCID Landfill
October 2016

EROSION AND SEDIMENTATION CONTROL PLAN
RUNNING DEER LCID LANDFILL
N.C. HWY 210
PENDER COUNTY, N.C.
OCTOBER 2016
TABLE OF CONTENTS
1.0 NARRATIVE
2.0 CONSTRUCTION SCHEDULE
3.0 VEGETATION PLAN
FIGURES
EXISTING CONDITION AND CONSTRUCTION DRAWINGS
Erosion Control Plan
Running Deer LCID Landfill
October 2016

1.0 NARRATIVE
This Sediment Erosion Control Plan is being designed to control disturbed soils on a
Land Clearing Inert Debris Landfill located in Pender County East of Interstate 40 along
State Highway 210. The property on which the Landfill is to be located is owned by the
applicant, Clyde Wisecarver. Previously, the site was used for hunting game and some
pasture land. The entire landfill permitted acreage was 32.0 acres but cell "C" is not
being operated in currently. The LCID landfill has been in operation since 1996 and is
now under new ownership of Clyde Wisecarver.
A portion of the site had gone into separate ownership and was permitted as an Air
Curtain Burner for burning high volumes of storm debris. That property has reverted
back to Clyde Wisecarver and is now proposed to be a new LCID landfill cell, Section
"E" and is 5.0 acres in size.
Approximately 3/4 of the property is wooded with access roads and drainage ditches
crossing the site. The existing ditches run to the northeastern corner of the property
where an existing sedimentation pond is located. The effluent of the pond flows into
Trumpeter Swamp.
Six small ponds currently exist on the site which were created by mining. Approximately
ten acres were permitted for mining on the property in the name of Running Deer Mine.
An existing entrance road and haul road which previously were used for logging will be
used as the haul road for the mining operation. This road is well developed and built out
of gravel.
Land use in the vicinity contains residential owners along with logging operations and
also a hog farm. Five mobile homes are located along NC 210 just south of the
entrance but at least 500 feet from any proposed landfill operations.
Permitted Landfill area will be for 32.0 acres. The permit boundaries are located within
proper setbacks and siting requirements described in NCAC 15A-1313.0564.
Disturbance will follow the construction schedule and reclamation will be conducted as
appropriate landfill areas are completed.
Sediment Erosion Control Practices
Temporary Gravel Construction Entrance/Exit -- Practice 6.06
A temporary gravel construction entrance will be installed at the northwestern
gated entrance to prevent sediment from leaving the site. The entrance should be
graded so that runoff water will be directed to the north onto owners property. See
Construction Detail Sheet for dimensions and specifications.
2. Land Grading -- Practice 6.02
The existing slope of the site is mostly flat except for the current landfill areas
where the elevations rise. All disturbed areas in and around the landfill will be
rough graded to slope and drain into the existing ponds. Sediment will be directed
to drain back into the ponds even after finish grading by constructing new ditches.
Haul roads will be used as flow barriers and will also be sloped towards pond
Erosion Control Plan 2
Running Deer LCID Landfill
October 2016

areas. Undisturbed areas will surround most of the landfill reducing sedimentation
and wind erosion.
3. Sediment Fence -- Practice 6.62
A sediment fence will be constructed around the filling areas as necessary to
prevent sediment from leaving the site. See Construction Detail Sheet for
dimensions and specifications.
4. Ditch Installation
A new drainage ditch will be installed at the rear most boundary of the landfill as
shown on the plans. The ditch will connect an existing ditch on the site to the
sedimentation pond. Side slopes will be minimum 3:1.
5. Sedimentation Pond
The existing sedimentation pond located at the site was doubled in size around
year 2000 to accommodate increased runoff and sedimentation potential due to
the expansion.
2.0 Construction Schedule
1. Obtain plan approval and other applicable permits.
2. Hold pre -construction meeting at least one week prior to beginning construction.
3. Install/Maintain temporary construction entrance/exit.
4. Begin filling of permitted area.
5. Where necessary, install silt fencing to reduce sedimentation into ditches or
adjacent property.
6. When a 1 acre cell has been completely filled, begin permanent vegetative
reclamation of disturbed areas.
7. All erosion and sediment control practices will be inspected bi-weekly and after
rainfall events. Needed repairs will be made immediately.
8. After each fill area is stabilized, all temporary measures will be removed and
permanent vegetative repairs to be completed.
9. Completion of project will be within five years at which point mining permit expires.
3.0 Vegetative Plan
Erosion Control Plan 3
Running Deer LCID Landfill
October 2016

1. Upon completely filling a 1 acre cell, top cover soils will be roughened by making 1 "-
2" deep grooves perpendicular to the slope.
2. Spread lime (agricultural limestone) evenly of area at a rate of 1.5 tons/acre, spread
10-10-10 fertilizer at a rate of 1000 lb/acre and incorporate into the top 6" of soil.
3. Loosen surface prior to applying seed.
4. Broadcast seed at recommended rates.
5. Rake seed into the soil and lightly pack to establish good contact.
6. Mulch with 4000 lb/acre grain straw or equivalent and anchor by weighted farm disc
set nearly straight or other mulch anchoring tool.
7. Mow as needed and refertilize in late winter or early spring by topdressing with 10-
10-10 fertilizer.
Seed Types and Application Rate / Schedule
Cool Season: Tall Fescue -- 80 lb/acre
Warm Season Mix: Pensacola Bahiagrass -- 50 lb/acre
Kobe Lespedeza -- 40 lb/acre
Seeding Dates: Early Spring: Feb. 15 - Apr. 30
Fall: Sept. 1 - Oct. 31
END OF PLAN
Erosion Control Plan 4
Running Deer LCID Landfill
October 2016

n
TE 11
FEAR RfVE BRIDGE
SECTION 'A'
5
l� d lSET
�—
�rI
• , vL.
LANDFILL_
BACK
_ ____RICK DAMS
TO BE ADDED
WOODED
0 �,�
AREA z1
•'"
ON
25'90
n t
Wl aco
.I
O
'1�
Cly6343
g
BB 54, P9 43//'
1�
1
TREE LI u
___ �
VEGETATION BUFFER
1z
_
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refer
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0
O
so
zz
HATCHER PROPERTY
O
O
0
Qi
RUSSEL
I Aso.Ts'
1 IANDflLLR��� 7156391.89_�`N SECTION
1'I WOODED I5!A11"} OB 4243 0e PG 146 E WS%`'�
PONB ` AREA
" EXPANDED .�ECDON
1.5e AC.e * BOUN awrawc /
oAR y` r1�Nl _ % )
�V 'MEN 25—
SETBACK I
4NDOFII
SAC.
m - clgae wl,eoorVer
PIN: 3264-)9-3881� 0000
24.1 AC.
u , U
STATE ROAD N.C. 210e
60, P.O.W. yl1n
ROCK DAM
VICINITY MAP ROCK DAM CRESS SECTION
0 500'
SCALE 1" = 200'
TPRGPOSED BERREW ARE
IDTT AT
EXISTING LANDFILL ONLY,
SOILS MUST REMAIN IIIIII
EX. DIRT ROADS EN -SITE. PREPESE➢
AREA 200—DO'
ACROSS PROPERTY FINISH SLOPES'
EXCAVATED AREA SHALL
HROLEROUTE6A6 NOT EXCEED 4 TO 1.
a IS CBy6de 52 5833
e4r500 ounRr PIN. - 80 - - o0
32666.28 AC
�_
0�
0�
MAP NOT USABLE
FOR PROPERTY DELINEATION
OR CONVEYANCE
WISECARVER
LANDFILL
LANDFILL
LANDFILL
LANDFILL
LANDFILL
TOTAL
PROPERTY
SECTION 'A"
SECTION "B"
SECTION "C"
SECTION "D"
SECTION "E"
OPERATIONAL
ACREAGE
ACREAGE
ACREAGE
ACREAGE
ACREAGE
ACREAGE
LANDFILL
INCL. EXPANSION
ACREAGE
68.40 AC
5.1 AC
5.7 AC
4.6 AC
11.6 AC
3.4 AC
25.8 AC
INACTIVE
INACTIVE
* REVISIONS ADDED TO SHOW:
1. EXISTING DITCHES ALONG HAUL ROAD
2. TWO ROCK DAMS TO BE PLACED IN EXISTING DITCHES BEFORE INTERSECTION WITH NEW DITCH.
3. PROPOSED 200'X200' BORROW AREA. SOILS FROM BORROW AREA TO ONLY BE USED ON -SITE
AS FILL MATERIAL FOR LANDFILL OPERATIONS.
NOTES
1. HAUL ROAD CONTRUCTION ENTRANCE TO BE BUILT
PRIOR TO SITE DISTURBANCE AT NORTHWEST
ENTRANCE GATE NEAREST HIGHWAY 210.
2. 1 FOOT OF BENEFICIAL FILL WILL BE PLACED
ON TOP OF EXISTING SURFACE TO MAINTAIN 4 FOOT
SEPARATION BETWEEN LANDFILL MATERIAL AND
GROUNDWATER. NO EXCAVATION TO BE CONDUCTED
FOR LANDFILL ACTIVITIES. (yam
3. ALL SIDE CUT SLOPES TO BE NO GREATER THAN w
3 HORIZONTAL TO 1 VERTICAL.
4. LANDFILL SHALL ONLY ACCEPT NATURALLY
OCCURRING VEGETATIVE MATERIAL, CONCRETE,
BRICK, UNCONTAMINATED SOIL, GRAVEL, ROCK,
AND UNTREATED AND UNPAINTED WOOD. ASPHALT
OR FORMS OF ASPHALT PRODUCTS WILL NOT
BE ACCEPTED
5. SILT FENCING TO BE INSTALLED PRIOR TO CON-
STRUCTION IN AREAS NOTED PRIMARILY
AT ADJOINING PROPERTY LINES. SEE C-1 & C-2.
EXISTING SEDIMENT POND TO BE ENLARGED PRIOR
TO FILLING. SIZE TO BE DOUBLED.
6. ADEQUATE SOIL COVER WILL BE APPLIED MONTLY
OR WHEN THE ACTIVE AREA EXCEEDS ONE ACRE.
7. SOIL COVER WILL BE BROUGHT FROM RUNNING
DEER MINE WHICH IS LOCATED AT THE SITE.
8. LANDFILL ATTENDANT WILL BE ON DUTY AT ALL
TIMES LANDFILL IS OPERATED FOR PUBLIC USE. ry
9. 120 CALENDAR DAYS AFTER COMPLETION OF A
PHASE, AREA WILL BE SEEDED, MULCHED, AND
FERTILIZED PER EROSION CONTROL PLAN. �1
10. LANDFILL WASTE BROUGHT IN THAT IS SUITABLE w
FOR SOIL COVER WILL BE STOCKPILED IN LANDFILL
SECTION "A" FOR FUTURE USE.
11, LANDFILL SECTIONS WILL BE COMPLETED IN PHASES.
SECTION A" AND "0" ARE INACTIVE TO FILLING
ACTIVITIES. SECTIONS B "C" AND "E" ARE ACTIVE.
12. NEW OPERATIONS SHALL FOLLOW SEDIMENT EROSION
CONTROL PLAN AS FILED IN PREVIOUS LCID PERMIT
AND AS SHOWN ON THESE PLANS.
13. 50' BUFFER IS FROM PREVIOUS AREA BEING A 2-ACRE
NOTIFICATION PERMIT. THE AREA HAS BIO-DEGRADED
OVER TIME AND IS SUITABLE FOR MORE FILL MATERIAL.
LEGEND
MINE PONDS
PROPERTY LINES
........ EXISTING HAUL ROAD
EXISTING CONTOURS
EXISTING DITCH I�
EXISTING DIRT ROADS
®ENGINEER SEAL
PROPOSED LCID BOUNDARIES .I
SILT FENCE war
k
PROPOSED ROCK DAM 1�
SHEEP NUMBER
C-1
R]CG]E3C'7C' ANGLE
ENGINEERING, P.C.
212 PRINCESS STREET
WILMINGTON, NO 28401
[phone] FAX [phone]C
LAND CLEARING INERT DEBRIS LANDFILL
SITE PLAN
PREPARED HY CHECEED BY DATE
1. GDO 8-15- ti

�IIIIIIi--77:7!77)
ono p,1
LINE TABLE
LINE j
LENGTH
DIRECTION
Li
88.66
N67 41' 13.58"W
L2
74. 16
N67 13' 32.09"W
L3
4144
N80' 28' 53.13"W
L4
49.69
N59' 44' 43.06"W
L5
32.36
N37' 21' 31. 76"W
L6
30.24
NO2' 58' 26.70"W
L7
38.85
N80' II' 27.87"W
L8
37.70
N52' 47' 00.94"W
L9
1 85.71
1 N43' 35' 34.05"W
Li0
102.42
1 N51' 53' 34.44"E
Lii
112.87
N53' 10' 15.17"E
L12
715.97
N42' 35' 50.78"E
L13
43.59
N20' 59' 04.28"E
L14
82.98
N23' 33' 50.25"W
L15
51.60
N73' 39' 02.91"W
Lib
71.13
NOT 45' 54.37"E
L17
10.58
N14' 16' 27.95"W
L18
127.40
N01' 53' 43.44"W
L19
1 44.83
N01' 78' 56.28"W
LEGEND
MINE PONDS
PROPERTY LINES
........
EXISTING HAUL ROAD
EXISTING CONTOURS
EXISTING DITCH
EXISTING DIRT ROADS
�-7-1
PROPOSED LCID BOUNDARIES
t
SILT FENCE
PROPOSED ROCK DAM
MAP NOT USABLE
FOR PROPERTY DELINEATION
OR CONVEYANCE
LANDFILL
SECTION »A,
ry\ POND
rn
POND
1. .m
....m WWI pointed Line
__-__----� PROPERTY �
WISECARVER j
WETLAND
n/f LANDFILL AND
Clyde Wisecarver BOUNDARY THIS SIDE r
DB 42PG 148 W
' WOODD ED _-------------__� � O
II AREA ""----"--"-- LANDFILL
SECTION D"
-- referenced
o°d 120
*50' Access R2677 oe P°9al calls for
n peed a ooko dlmenTopertY
hick oss p
LANDFILL
� SECTION B"
1 WOODED 0.00
I AREA If
1 EXPANDED
`SECTION "B" EXISTING
1.5 AC. DRAINAGE
O 19
A-
P
81.3
I
sroRACII TRNLER
STE X 1T �ILJII
sroRACE I
6" ------- lt� 6- ------ I I� .1Z
EXISTING HAUL ROADS ON SITE
100' BUFFER MIN.
V
placement °c Dirt -
_
ow
Existing
� _
S 57°49'
�1II,
DITCH
9 WETLAND n
BOUNDAR
L5 /
4 '_ EXISTING
L2 DITCH
DRAINAGE
�
1
MIN. 25'
• • Hn /
<\ SETBACK `
EXISTING
DRAINAGE -
`�0% DITCH _
I
-4 �y
NCE - - - - - -
`J CfS I
GATED �J
ENTRANCE
I
NEW DITCH CRESS SECTION
NOT TD SCALE
/ VV
51° ,
s 0
27 9
I ` EX. DIRT ROADS
IL17`, WITH EX. DITCHES
L16ACROSS PROPERTY
IL15
C�
TO BE USED AS
HAUL ROUTES
L 14 `1
l L 13
L1
/ L12
DITCHEXISTING
/MIN
/ 25' WETLAND BOUNDARY
L11 SETBACK
L 10
�i
LANDFILL
SECTION E"
3.4 AC.
I nnlnnll I r�r�-rinnl� n � nnln r WWII nn�nn
ENGINEER SEAL
�`�'
SCALE 1" = 1GO'
LLRIGlE3[� ANG11.IE
ENGINEERING, P.C.
212 PRINCESS STREET
WILMINGTON, NC 28401
[phone] FAX [phone]
100' 2i0' m
SHEET NUMBER
SCALE 1" = 100'
C -2
SECTIONS B, C AND E
SITE PLAN AND CROSS SEC
MAPS PREPARED BY CHECXED BY
N.N. CARD W.S. LIPPARO B-

3.5 MILES TO CAPE 50BUFFER
SEE NOTE 13
FEAR RIVER BRIDGE
LANDFILL OFFICE
AND CHECK IN
1 1,
Co trol
� Cor er Tie Line
-1 S 63'21'00" W 398.01' f
I r
Rocky Point -Top sail N
Water & Sewer District 011 `
DB 2160, Pg 276 rj00
GATED _
ENTRANCE-- ---
..-o,,,ent (Pri'at r,----S 6
LANDFILL
ENTRANCE
VEGETATION
300'L X 15'W
o
BUFFER
GRAVEL
07 Z `,
Karen L. Hoolap
m ' n '
DB 1175,_ Pg_ -'
0 100' 200,
� _ '
------ LOT 28
❑ P
5 AC weu
SCALE i" = 100'
p
, I LOT 27
NOTES
1. HAUL ROAD CONTRUCTION ENTRANCE TO BE BUILT
PRIOR TO SITE DISTURBANCE AT NORTHWEST
ENTRANCE GATE NEAREST HIGHWAY 210.
2. 1 FOOT OF BENEFICIAL FILL WILL BE n /f ON TOP OF EXISTING SURFACE TO MAINPTAINLACED 4 FOOT
Mclean Family Farms SEPARAIOARIAL AND
GROUNDTWATIER.FnNFO EBEN XCAVDATIONNFILLMTOTE
BE CONDUCTED C)
DB 1021, Pg 211 FOR LANDFILL ACTIVITIES. (yam
3. ALL SIDE CUT SLOPES TO BE NO GREATER THAN w
LANDFILL 3 HORIZONTAL TO 1 VERTICAL.
SECTION "A 4. LANDFILL SHALL ONLY ACCEPT NATURALLY
5.1 AC. OCCURRING VEGETATIVE MATERIAL, CONCRETE,
BRICK, UNCONTAMINATED SOIL, GRAVEL, ROCK,
AND UNTREATED AND UNPAINTED WOOD. ASPHALT
N 6 '21 0� 99.62 OR FORMS OF ASPHALT PRODUCTS WILL NOT
BE ACCEPTED.
Painted Line
_ V 5. SILT FENCING TO BE INSTALLED PRIOR TO CON-
STRUCTION IN AREAS NOTED. PRIMARILY
AT ADJOINING PROPERTY LINES. SEE C& C-2.
EXISTING SEDIMENT POND TO BE ENLARGED PRIOR
/ o TO FILLING. SIZE TO BE DOUBLED.
I _
36 6. ADEQUATE SOIL COVER WILL BE APPLIED MONTLY
6 16 OR WHEN THE ACTIVE AREA EXCEEDS ONE ACRE.
W 7. SOIL COVER WILL BE BROUGHT FROM RUNNING
DEER MINE WHICH IS LOCATED AT THE SITE.
8. LANDFILL ATTENDANT WILL BE ON DUTY AT ALL
/ 100c TIMES LANDFILL IS OPERATED FOR PUBLIC USE.
POND 9. 120 CALENDAR DAYS AFTER COMPLETION OF A
-----
_�---- PHASE, AREA WILL BE SEEDED, MULCHED, AND
FERTILIZED PER EROSION CONTROL PLAN. �1
LANDF 10. LANDFILL WASTE BROUGHT IN THAT IS SUITABLE w
FOR SOIL COVER WILL BE STOCKPILED IN LANDFILL
SECTION
SECTION "A" FOR FUTURE USE.
11. LANDFILL SECTIONS WILL BE COMPLETED IN PHASES.
a2 0 SECTION A" AND b" ARE INACTIVE TO FILLING
---- 6— �I __
Lil ACTIVITIES. SECTIONS "B", "C" AND "E" ARE ACTIVE.
----- 12. NEW OPERATIONS SHALL FOLLOW SEDIMENT EROSION
g80.75 CONTROL PLAN ASFILED IN PREVIOUS LCID PERMIT
O
AND AS SHOWN ON THESE PLANS.
1 — 13. 50 BUFFER IS FROM PREVIOUS AREA BEING A 2-ACRE
LANDFILL NOTIFICATION PERMIT. THE AREA HAS BIO-DEGRADED
\ SECTION B OVER TIME AND IS SUITABLE FOR MORE FILL MATERIAL.
LEGEND
MINE PONDS
PROPERTY LINES
o 0 0 0 0 0 0 o
EXISTING HAUL ROAD I�
EXISTING CONTOURS
EXISTING DITCH I�
5
°D +o EXISTING DIRT ROADS
R B"p ENGINEER SEAL
i 3N ioGiv TE ® PROPOSED LCID BOUNDARIES 1
5 �
30 30 lANDflLL MNTERNL
M 91ALL STMLOPESNNOOGREATER SILT FENCE
zo MAP p��oi#'
PROPOSED ROCK DAM tL'ti
FF
3AEEP NUMBER
SURFACE n EXISTING GROUND SURFACE
EL N N FEET L9NDF6L APPLICANT L4NDF6L NAME ROPERTY OWNER
n vA.1 1. zao 300 o zao o aoo soo boo goo boo oao noo ,soo R7I cs 1_17C' AN GLIE
D ENGINEERING, P.C.
212 PRINCESS STREET SECTION'A'
LANDFILL SECTION A LANDFILL SECTION A WILMINGTON, NO 28401 SITE PLAN AND CROSS SECTIONS
CROSS SECTION "I " CROSS SECTION "2" [phone] FAX [phone]
PREPARED RY CHECKED BY DATE
NOT TO SCALE NOT TO SCALE
N.N GRD 6-,5-ib
EX. DITCH

Clyde Wisecarver
DB 1583, P9 204 01 r- T
-X. DITCH 1`
WOODED I
AREA z EX.
POND
. W
n/f N
Clyde Wisecarver
DB 954, Pg 343
• �z
TREE LINE o
W J
O
VEGETATION BUFFER,
A.,
YA
,
_EASEMENT
ferenced in
2 5W`Y?
2030, P9 167
60' X 1 TRaLER ^wcu
260
0 1o0' 200'
I I I
SCALE i" = 100'
4D
a' r0 CIL
HAUL ROAD NDFlLL
30 I MATERwt I
al I�
20 'gl g
,o
SURFACE
IN 0- D 0 100 2300
40 �����
LANDFILL SECTION B
CROSS SECTION "I "
NOT TO SCALE
30
e
LANDFILL
SECTION 8
WOODED
AREA
EXPANDED
ECTION B'�
7.5 AC.
LANDFILL \
SECTION "C" �
_--_--_--"
_ [U
000-� n1f
00 Clyde Wisecarver
00 DB 4243 © PG 148 L19
- 51.2,
s S �
�V 2
ILl
EXISTING �.f IL17
DRAINAGE /'� ; I
DITCH
L9
WETLAND,
�
BOUNDARY
;
4
EXISTING f
DRAINAGE i`
DITCH \ k.
`
EXISTING
DRAINAGE
�/�,�
f/Lx�=, j tij O
ea\✓
DITCH - -
n1f
100' BUFFER MIN,
33 5a LL
N'
� GATED
ENTRANCE
/IB 11
�PERMR BOUNDARY
40
30
SLOPES NGREATER
rNAN 3N TD IV
20
ELIATI1
N FEE N
00
I I
U I I 30
PERMIT BOUNDARY
77G' TO G/L
fANDflLL MATERIAL UL RMD_
I
I
LANDFILL SECTION B
CROSS SECTION "2"
NOT TO SCALE
IL16
LANDFILL L15i \
-CTION 'E" ; \
5 AC, ,\L14
T L13
I
L12
i
i
j L11
�j �110
VICINITY MAP
NOTES
1. HAUL ROAD CONTRUCTION ENTRANCE TO BE BUILT
PRIOR TO SITE DISTURBANCE AT NORTHWEST
ENTRANCE CATE NEAREST HIGHWAY 210.
2. 1 FOOT OF BENEFICIAL FILL WILL BE PLACED
ON TOP OF EXISTING SURFACE TO MAINTAIN 4 FOOT
SEPARATION BETWEEN LANDFILL MATERIAL AND
GROUNDWATER. NO EXCAVATION TO BE CONDUCTED
FOR LANDFILL ACTIVITIES.
(yam
3. ALL SIDE CUT SLOPES TO BE NO GREATER THAN
w
3 HORIZONTAL TO 1 VERTICAL.
4. LANDFILL SHALL ONLY ACCEPT NATURALLY
OCCURRING VEGETATIVE MATERIAL, CONCRETE,
BRICK, UNCONTAMINATED SOIL, GRAVEL, ROCK,
AND UNTREATED AND UNPAINTED WOOD. ASPHALT
OR FORMS OF ASPHALT PRODUCTS WILL NOT
BE ACCEPTED.
5. SILT FENCING TO BE INSTALLED PRIOR TO CON-
STRUCTION IN AREAS NOTED. PRIMARILY
AT ADJOINING PROPERTY LINES. SEE C-1 & C-2.
EXISTING SEDIMENT POND TO BE ENLARGED PRIOR
TO FILLING. SIZE TO BE DOUBLED.
6. ADEQUATE SOIL COVER WILL BE APPLIED MONTLY
OR WHEN THE ACTIVE AREA EXCEEDS ONE ACRE.
7. SOIL COVER WILL BE BROUGHT FROM RUNNING
DEER MINE WHICH IS LOCATED AT THE SITE.
8. LANDFILL ATTENDANT WILL BE ON DUTY AT ALL
TIMES LANDFILL IS OPERATED FOR PUBLIC USE.
9. 120 CALENDAR DAYS AFTER COMPLETION OF A
PHASE, AREA WILL BE SEEDED, MULCHED, AND
FERTILIZED PER EROSION CONTROL PLAN.
10. LANDFILL WASTE BROUGHT IN THAT IS SUITABLE
FOR SOIL COVER WILL BE STOCKPILED IN LANDFILL
SECTION A" FOR FUTURE USE.
11. LANDFILL SECTIONS WILL BE COMPLETED IN PHASES.
SECTION A" AND '0" ARE INACTIVE TO FILLING
ACTIVITIES. SECTIONS "B", "C" AND "E" ARE ACTIVE.
12. NEW OPERATIONS SHALL FOLLOW SEDIMENT EROSION
CONTROL PLAN AS FILED IN PREVIOUS LCID PERMIT
AND AS SHOWN ON THESE PLANS.
13. 50 BUFFER IS FROM PREVIOUS AREA BEING A 2-ACRE
NOTIFICATION PERMIT. THE AREA HAS BID -DEGRADED
OVER TIME AND IS SUITABLE FOR MORE FILL MATERIAL.
r
LEGEND
MINE PONDS
PROPERTY LINES
° ° ° ° ° ° ° ° EXISTING HAUL ROAD
EXISTING CONTOURS
EXISTING DITCH
EXISTING DIRT ROADS
ENGINEER SEAL
® PROPOSED LCID BOUNDARIES
SILT FENCE Nr�iel
PROPOSED ROCK DAM
SHEEP NUMBER
C-4
R]CG]E3C'7C' ANGLE
ENGINEERING, P.C.
212 PRINCESS STREET
WILMINGTON, NO 28401
[phone] FAX [phone]C
SECTION "B"
SITE PLAN AND CROSS SECTIONS
'REPARED HY CHECKED BY DA'
N.N GRO B-,5

LANDFILL
woo
SECTION "B"
�
n/f
o �� $uF F R *owns
WOODED
AREAIr7j''
Clyde Wisecarver
DB 4243 @ PG 148
0'
..� 10 W
�5
POND
S 51°22
EXPANDED
SECTION 8"
ExisTlNc
` EX. DIRT ROADS
1.5 AC.
DRAINAGE r" 0
WITH EX. DITCHES
12
DITCH
'
` ACROSS PROPERTY
TO BE USED AS
- =
\ HAUL ROUTES
EXISTING
DRAINAGE
) 1`
D2\
DITCHEXISTING
/�
DRAINAGE
DITCH
25' MIN.
J
• l
EXISTING LANDFILL
BUFER
P . `IrY1'��.
y�
_ 1 -
O�
DRAINAGE - EXFDITCHESM
DITCH SECTION "E" ..���/ 1 (TYPICAL)
Elf
ENGE Clyde
DB 4243'
Wisecarver
@ PG 148
IC x 12' M.H.
_ _ _ _ _
_
"4mn„ roJ
j j
100' 200'
2 GATED
. . . _ .
SCALE i" = 100'
ENTRANCE
LANDFILL SECTION
"E" ENLARGED
50 PERMIT BOUNDARY
CIL OF HAUL RD.
40
30
20
10
SLOPES NO GREATER
THAN 3H TO IV
GROUNDWATER 3' BELOW GROUND SURFACE
IGO 200 300 400 500
HORZ. DISTANCE
IN FEET
LANDFILL SECTION E
CROSS SECTION "I"
NOT TO SCALE
SECTION "E"
LANDFALL ACREAGE
3.4 AC
SCALE 1" = 100
50
SLOPES NO GREATER
THAN 3H TO iV
LANDFILL MATERIAL
40
i' OF BENEFICIAL
FILL MATERAL
30
25MIN.
CIL
TYPICAL
25' MIN.
DITCH
TYPICAL
r IL
0 20
DITCITC H
CIL
w
DITCH
W Z
\/
10
EXISTING GROUND SURFACE
GROUNDWATER 3' BELOW GIRDING SURFACE
0
IGO 200 300 400 500
HORZ. DISTANCE
IN FEET
LANDFILL SECTION E
CROSS SECTION "2"
NOT TO SCALE
MAP NOT USABLE
FOR PROPERTY DELINEATION
OR CONVEYANCE
LEGEND
0 E SILT FENCE
PROPERTY LINES
�.... EXISTING GRAVEL HAUL ROAD
EXISTING DITCH
EXISTING DIRT ROADS
PROPOSED LCID BOUNDARIES
FUTURE LCID CONTOURS
PROPOSED ROCK DAM
LLRIG]E3C I ANGI.IE
ENGINEERING, P.C.
212 PRINCESS STREET
WI LMINGTON, NC 28401
[phone] FAX [phone]
a,
ENGINEER SEAL
r�111
SECTION "E"
SITE PLAN AND CROSS SECTIONS

I
L INE
PROPER rY
-)4
WOODED
LANDFILL AND WETLAND
SIDE
6
AREA
BOUNDARY THIS
_
6
2
EX_ DITC 9 —
,
PERMITTED MINE
— 6
WOODED
6
36 az
AREA
36
ash
18
36
36
4�
30
C)
DITCH
1
24 —
W
/
LANDFILL
JURISDICTIONAL WETLANDS
SECTION "D"
o
ioo'
200'
INACTIVE
" 1
WOODED
1
PERMITTED SCALE
1" =
100'
AREA El
1
MINE 11 1
"f3
❑1/�
LANDFILL
SECTION "C" ENLARGED
SCALE 1" = 100'
L�
ZO p
O z
SLOPES NO GREATER
THAN 3H TO IV
z
U
�In
50
Nm
FILL TO HEIGHT OF ADJACENT
40
LEGEND
SECTIONS "B" AND "D" SURFACE
v SILT FENCE
40 \
rl'
O
Zw 30
PROPERTY LINES
o0... o o EXISTING GRAVEL HAUL ROAD
\
w?
1' BENEFICIAL LANDFILL MATERIAL
20
EXISTING DITCH
30 \ FILL
OVER EXISTING
SURFACE
/
EXISTING DIRT ROADS
CT1
20
SECTION '8\
SECTION 'b""
�i�----------- PROPOSED LCID BOUNDARIES
v
10 GROUNDWATER 3' BELOW GROUND SURFACE
------i FUTURE LCID CONTOURS
10
EXISTING GROUND SURFACE
10o 150 20D
HORZ. DISTANCE
IT PROPOSED ROCK DAM
ENGINEER SEAL
ELEVATION
IN FEET
GROUNDWATER 3' BELOW GROUND SURFACE
IN FEET
o
Z4
LANDFILL SECTION C
°
zso 5°° S°
°°°
CROSS SECTION " 1 "
sREer
-
NnMeeR
HORZ. DISTANCE
IN FEEL LANDFILL SECTION C
NOT ro scALE
C6
CROSS SECTION "2"
ROPERTY
OWNER
NOT TO SCALE
PERMIT APPLICANT LANDFILL NAME
LIRIGI�CT ANGLE
ENGINEERING, P.C.
SECTION "C"
SECTION "C"
LANDFILL ACREAGE
MAP NOT USABLE
FOR PROPERTY DELINEATION
212 PRINCESS STREET
WILMINGTON, NC 28401 SITE PLAN AND CROSS
[phone] FAX [phone]
SECTIONS
4.6 AC
OR CONVEYANCE
BY Maps PRePaRID nr cREcxeD
W.S. LIPPPRD
Hare
B-IS-i6

Organization: Keep New Hanovier Zieasutlfui
Address, biz Surry St.: ►fltilmUnton, NC
Contact Name: lRiehard BrighMan
Contact Number/Email: Ke%rhiCbe3Ut1fUl9gMail.r0fi
To Whom It May Concern,
Wilmington Compost Company (hereafter WCC) has our full support and strong recommendation as a
leader in the compost hauling and processing industry, including compostable service -ware distribution,
here in Southeastern North Carolina. As longstanding partners, patrons, and supporters, we hereby
endorse the vision and goals in which the WCC has set forth below:
1. Provide a collection and removal service for food waste and compostable materials within our
homes, communities, businesses, and establishments -
Establish and provide a Type 3 Compost Facility for the Southeastern NC region, which will also
be able to act as a FEMA Relief Site during times of disaster and process the following waste
streams:
a. Food and Compostable Waste
b. Agricultural Waste
c_ Yard and Land Debris/Wood Waste: Residential and Commercial
d. Seafood/Seaweed
3. Provide Southeastern NC region with high quality soil amendments and compost products.
4. Continue to develop and create community relationships and strategic partnerships, locally,
state-wide, and nationally, to further advance organic waste diversion efforts and education in
our region.
S. Continue to build our community's resiliency through composting efforts that saves landfill
space and indirectly taxpayer money, reducing methane greenhouse gas emissions,
regenerating soil health, enhancing water quality, and helping to work towards a stronger sense
of food security.
Up to 60% of waste materials that make their way to landfills are compostable. By working together and
supporting WCC, we're confident we can create significant positive, long term environment and social
impacts that can only strengthen and unify our region and local communities_ For example, WCC
provides "Waste Free Wednesdays," to local schools, which aims to educate and work with school
systems and student bodies to raise awareness around composting and environmental topics,
Our signature below represents our support and desire for WCC to continue growing and operating as
an interactive community business leader, non-profit organization partner, and citizens within our
community.
Thank you for your consideration.
Organization- Keep N;aw Hanavef Se'r-udiial
r
Date; :,_

Organization:
Address:
Contact Name:
Contact Number/Ernail:
To Whom It May Concern,
ElVightmen Family
2107 3Qy Colony Ln:; Wi€ini,ng-lon. NC 284125
Dick & Marge ariightmarl
rebraghM_ 4@gm&il_com
Wilmington Compost Company (hereafter WCC) has our full support and strong recommendation as a
leader in the compost hauling and processing industry, including compostable service -ware distribution,
here in southeastern North Carolina. As longstanding partners, patrons, and supporters, we hereby
endorse the vision and goals in which the WCC has set forth below:
1. Provide a collection and removal service for food waste and compostable materials within our
homes, communities, businesses, and establishments.
Establish and provide a Type 3 Compost Facility for the Southeastern NC region, which will also
be able to act as a FEMA Relief Site during times of disaster and process the following waste
strea ms:
a. Food and Compostable Waste
b. Agricultural Waste
c. Yard and Land Debris/Wood Waste: Residential and Commercial
d. Seafood/Seaweed
3. Provide Southeastern NC region with high quality soil amendments and compost products.
4_ Continue to develop and create community relationships and strategic partnerships, locally,
state-wide, and nationally, to further advance organic waste diversion efforts and education in
our region.
5. Continue to build our community's resiliency through composting efforts that saves landfill
space and indirectly taxpayer money, reducing methane greenhouse gas emissions,
regenerating soil health, enhancing water quality, and helping to work towards a stronger sense
of food security.
Up to 60% of waste materials that make their way to landfills are compostable. 6y working together and
supporting WCC, we're confident we can create significant positive, long term environment and social
impacts that can only strengthen and unify our region and local communities. For example, WCC
provides "Waste Free Wednesdays," to local schools, which aims to educate and work with school
systems and student bodies to raise awareness around composting and environmental topics.
Our signature below represents our support and desire for WCC to continue growing and operating as
an interactive community business leader, non-profit organization partner, and citizens within our
community.
Thank you for your consideration.
r)rmmni7nt;^r Kee]:' H1W Hj5nOVar 8FaLrttfUi

Organization: Ty' _ � Qss C 0 can TrD ,4�� .
Address: LI-70Q [a1j C /�L►'"fg I
Contact Name 'Rj pn„7 A � �, rwv Ay)
Contact Number/Email: ❑ 4 o (011,
(,1 b
To Whom It May Commn,
Wilmington Compost Company (hereafter WCC) has ourfull support and strong recommendation as a
leader in the compost hauling and processing industry, including cam postable service -ware distribution,
here in Southeastern North Carolina. As longstanding partners, patrons, and supporters, we hereby
endorse the vision and goals in which the WCC has set forth below:
1. Provide a collection and remaval service for food waste and campostable materials within our
homes, communities, businesses, and establishments.
2. Establish and provide a Type 3 Compost Facifity for the Southeastern NC region, which will also
be able to act as a FEMA Relief Site d;.{rinp times of disaster and process the following waste
streams:
a. Food and
b AgriCuir rat'%i'•i r
c. Yard aad waste' Residential and Commercial
d. SeafcsadJS!: _'.:
3- provide Southeastern NC redhia with high quality soil amendments and compost products-
4. Continue to develop and creete community relationships and strategic partnerships, locally,
state-wide, and nationally, to further advance organic waste diversion efforts and education in
our reglon-
5. Continue to build our community's resiliency through composting efforts that saves landfill
space and indirectly taxpayer money, reducing methane greenhouse gas emissions,
regenerating soil health, enhancing water quality, and helping to work towards a stronger sense
of food security.
Up to 60% of waste materials that make their way to landfills are campostable. By working together and
supporting WCC, we're confident we can create significant positive, long term environment and social
impacts that can only strengthen and unify our region and local communities- For example, WCC
provides "Waste Free Wednesdays," to local schools, which aims to educate and work with school
systems and student bodies to raise awareness around composting and envlronmentaI topics.
Our signature below represents our support and desire for WCC to continue growing and operating as
an interactive community business leader, non-profit organization partner, and citizens within our
community.
Thank you for your
consideration. n
Organization:t r �L+ 7 Lf2 l?
Signature:
riot,,- Ls 1 162 la m

North Carolina Department of Environmental Quality
Division of Waste Management
Solid Waste Section
NORTH CAROLINA
Env1mnmenia1Qualify
4-7-2020
COMPOST FACILITY
TYPES 2, 3, AND 4
PERMIT APPLICATION GUIDANCE
The N.C. Compost Rules are located in 15A NCAC 13B .1400 et seq., and can be viewed online on our
compost webpage: http://deg.nc.gov/about/divisions/waste-management/solid-waste-
section/composting. Other Solid Waste Section Rules and related General Statutes are also linked on
the website, under Solid Waste Section/Rules.
The completion of an application is required for the permitting or approval of all compost facilities,
with a few exceptions. Permits are not required for backyard composting, certain farming
operations, and certain small compost operations (see Rule .1402 (f) and (g)).
If the majority (more than 50%) of the material to be composted, not including bulking material, is
animal manure or wastewater treatment sludge, the permitting process is regulated through the
Division of Water Resources (DWR), instead of the Solid Waste Section. Contact the Solid Waste
Section for more information.
For compost facilities that require a permit, there are three types of permit actions:
A "new permit" means an application for a permit for a facility that has not been previously
permitted by the Department. A significant expansion, change in the facility type, or change in
the boundaries of a permitted facility may be considered a new permit.
A "permit amendment" means (1) an application for the ten-year renewal of a permit for a
permitted facility, or (2) an application that proposes a change in ownership or corporate
structure of a permitted facility.
A "permit modification" means an application for a change to the plans approved in a permit for a
compost facility or the addition of new feedstock materials.
One paper copy and one electronic (pdf) copy of the application report should be submitted. The
electronic copy can be sent by email, on a CD, or by online file share. The drawings must be included
in the electronic copy. Applications should be sent or brought to the following address:
By Mail or Delivery Service:
NC DEQ, Division of Waste Management
Solid Waste Section
1646 Mail Service Center
Raleigh, NC 27699-1646
In Person:
NC DEQ, Division of Waste Management
Solid Waste Section
217 West Jones St.
Raleigh, NC 27603
An annual fee of $500 is required for large compost facilities, not for small facilities (see Rule .1402
(e)(6) and (7) for definition). An application for a new permit for a large facility is $50.
This guidance is not a substitute for the applicant reviewing and understanding the applicable North Carolina Statutes
and Administrative Code.

For a new permit application or permit amendment/renewal application, a compliance history review
will be required of the owner and operator of the facility, in accordance with State statutes. After the
application is submitted, the owner and operator will be sent a letter requesting compliance history
information, and parent, subsidiary, or other affiliate information, which is required in order to
complete the application.
Questions regarding an application should be directed to the Solid Waste Section, Phone 919-707-
8200.
Please note that new compost operator training requirements became effective on November 1,
2019, for Large Type 2 and all Type 3 and Type 4 facilities. Compost facilities that were permitted
before that date are required to meet the operator training requirement by no later than November
1, 2022. Operators of new sites permitted after November 1, 2019, are required to meet the rule
within 18 months of permit issuance. See Rule .1406 (19) for more information.
An application for a new permit must address all Sections as listed below.
An application for a permit amendment (permit renewal) must address Sections 1, 3 (updated as
necessary), 4, 5, 6, and other Sections as applicable (including drawings), in which any information
contained in the original permit application is incomplete or has changed. A copy of the Site Plan
drawing should be included with the application.
An application for a permit modification must address Sections 1, 3, 4, 5, 6, and other Sections as
applicable (including drawings), in which any information contained in the original permit application
has or will change due to the proposed modification.
Applications for a Large Type 3, Small Type 4, or Large Type 4 facility, or a facility proposed to be
located over a closed -out disposal area, must be prepared and signed/sealed by a N.C. registered
professional engineer.
For facilities not enclosed in a building, surface water run-off from the site will most likely require a
stormwater and/or wastewater permit. It is important to contact the Division of Energy, Mineral, and
Land Resources (DEMLR), early in the permitting process to determine if a permit is required, and to
begin the stormwater/wastewater permitting process. You may contact Bethany Georgoulias at 919-
807-6372 or [e-mail] or Rick Riddle at 919-807-6375 or
[e-mail] for permitting information.
Compost Facility Application Report Format and Contents
Cover letter, which states desired Department action (including whether the request is for a new
permit, permit amendment, or permit modification)
Title page, signed and sealed by a professional engineer, if applicable
Table of Contents
Section 1— General Information - Provide a narrative discussion, including the following:
1. The name of the facility or proposed facility. Street address of the facility. Include the facility
type: large or small, and Type 2, 3, or 4.
2. Name, address, telephone number, and email address of the applicant/owner and contact
person.

Name, address, telephone number, and email address of the landowner, if not the applicant.
A landowner authorization form must be signed and notarized if the facility owner/operator is
not the landowner (see attached form).
4. Name, address, telephone number, and email address of the engineer and/or composting
consultant (if applicable).
5. Name, address, telephone number, and email address of person to receive permit fee invoices
and annual fee invoices, if applicable.
Section 2 — Siting Requirements — Provide a narrative discussion that includes the following items:
1. Location of the facility. Include the county location, and proximity to nearest town or city. If
the property was previously used for solid waste management activities, provide a description
of the operation including permit information and a map with boundaries. Describe the
history of any solid waste permits and approvals issued.
2. Provide a map showing the property parcel boundaries and parcel ID information (this can
usually be obtained from the County's GIS website). Describe any other commercial or
industrial use of the property.
3. Total acreage of the property and the size of the actual compost operations area. The
operations area includes unloading areas, mixing/processing areas, composting and curing
areas, and feedstock storage areas.
4. In an appendix, provide a legal description of the property and a complete copy of the current
land deed. Also, provide a copy of any available current plats or survey drawings of the
property. Reference these items in the text of this section.
5. Provide a copy of the USGS topographic quadrangle map of the area. The property
boundaries of the site and the approximate composting and storage areas should be drawn
onto the map. The map may be a high quality color photocopy and should show at least 0.5
mile surrounding the property boundary.
6. In an appendix, provide a letter from the appropriate City or County official confirming that
the siting of the facility will be in conformance with all zoning and local laws, regulations, and
ordinances, or that no such zoning, laws, regulations, or ordinances are applicable. Reference
the letter in the text of this section.
7. Provide a copy of the FEMA Flood Insurance floodplains map for the area, with the site
property marked on the map (appendix or within the section). Discuss compliance with Rule
.1404 (a)(1).
8. For sites that potentially contain wetlands, provide a letter from the Army Corps of Engineers
that addresses the wetlands determination for the property, and compliance with
requirements, if applicable. Include letter in an appendix and reference the letter in the text
of the section.
Discuss compliance with the buffer requirements of the Compost Rules, Section .1404 (a)(2)
through (5), and (8). Buffer requirements apply to unloading areas, composting and curing
areas, mixing/processing areas, and feedstock storage areas. Final product may be stored
within the buffer. Provide distance from the compost boundary to the nearest offsite
residence, and nearest perennial stream or water body.
10. Address compliance with Rule .1404 (a)(7), concerning sites located over a closed -out disposal
area.

11. Address compliance with the soil texture requirements or pad requirements of Rule .1404
(a)(10)(B) through (D). For outdoor facilities, provide a soil evaluation of the site conducted by
a soil scientist down to a depth of four feet, or to bedrock or evidence of a seasonal high
water table, to evaluate all chemical and physical soil properties and depth of the seasonal
high water table. Include the report in an appendix, and reference the report in the text of
the Section.
Section 3 - Design Plan — Provide a narrative discussion, broken into appropriate sections, that
includes the following items:
List the types of feedstocks, residuals, bulking materials, and amendments to be accepted (for
example, yard waste, land clearing debris, pre -consumer food waste, post -consumer food
waste, grease trap waste, agricultural waste, etc.). For each material, provide a description,
list the sources, and indicate whether it will be accepted from the general public. Analytical
data will be required for materials that could contain metals or other contaminants, such as
commercial or industrial by-products. For Type 4 wastewater treatment plant
sludge/biosolids, provide analytical analysis of total metals by SW-846 methods, for arsenic,
cadmium, copper, lead, mercury, molybdenum, nickel, selenium, and zinc, for each waste
source.
Provide an estimate of the total amount of materials to be received at the facility per day,
week, or month, in tons or cubic yards. Provide an approximate amount for each type of
feedstock to be received, per day, week, or month. Describe any seasonal variation for any of
the materials.
Provide the design capacity of the facility, best estimate. The site capacity is the incoming
volume, or throughput, per year, and is based on the compost method, duration of the
process, and the size of the facility. Show calculations for Large Type 3 and 4 facilities. This is
for information purposes only, not to be used as a limit.
4. Provide a description and sizing of the storage areas or containers for feedstocks,
amendment, recyclables, finished compost, and waste.
5. Describe and provide compost recipes.
a. For Type 2 operations, describe plan for balancing the carbon and nitrogen ratio
("browns" and "greens")
b. For Type 3 and Type 4 operations, provide carbon to nitrogen ratio (C:N) testing and
calculations. There are compost recipe calculators online that can assist with this,
balancing density, moisture, and C:N ratio.
6. Describe methods used for measuring, shredding, mixing, and proportioning feedstock
materials, to insure the proper ratios are met.
7. Provide a process flow diagram of the entire operation, including the type, size, and location
of all major equipment, and feedstock flow streams. The flow streams should indicate the
quantity of materials by weight and volume. Also include plans and specifications for the
facility, including manufacturer's performance data for all equipment selected.
8. Provide the anticipated process duration for each stage of the process, including receiving,
preparation, composting, curing, and distribution.
9. Describe the compost method (windrow, static aerated pile, in -vessel, etc.), and method for
time and temperature monitoring.

10. For outdoor facilities, describe surface water control features, including run-on and run-off.
Describe grading and sloping of site surface to prevent ponding of water. Describe plan for
operation of the facility in wet weather. Surface water must be diverted from the
operational, compost curing, and storage areas. For sites that will have run-off from the
facility operation, a stormwater/wastewater permit will most likely be required (see page 2
for contact information).
11. Process water or contact water (water and liquid that has come in contact with compost or
feedstocks) may either be collected and disposed of separately, or for some facilities, it may
be approved for combining with clean surface water run-off for discharge from the site with a
stormwater/wastewater permit. Describe the collection, storage, and disposal of process
water. Disposal could involve connection with a sanitary sewer line, or collection in a holding
tank, with the liquid periodically pumped and removed from the site for proper disposal.
Process water may also be added back to the compost; however, time and temperature
requirements to reduce pathogens must begin again, and the text should describe this.
12. Describe any amendments (lime, wood ash, gypsum, etc.) to be added to the finished
compost, if applicable, including the amount. For wood ash, provide analytical data for total
metals by methods in SW-846. Describe storage of the amendments, maximum pile size, and
methods to prevent surface water run-on and run-off, if applicable. If wood ash is added, it
should be stated that samples for required finished compost metals analysis will be taken
from the compost after the ash is added.
13. Describe controls to address dust and other air emissions (example, a spray mist for dust). For
indoor facilities, describe how particulates are minimized.
14. Describe any recycling or other material handling processes used at the facility.
Section 4 - Operation Plan — Provide a narrative discussion, broken into appropriate sections, that
includes the following items:
1. Name and contact information for the person responsible for the operation of the facility.
2. A list and description of the equipment, scales, structures, unloading area, water source,
hopper, and any other feedstock or compost management devices. Also describe equipment
maintenance.
3. Site security and access control. Large sites must be secured by gates, chains, berms, fences,
or other measures to prevent unauthorized entry. Include whether the site will receive
feedstocks or residuals from the general public.
4. Confirm that an operator will be on duty at the site at all times while the facility is open for
public use to ensure compliance with operational requirements.
Confirm that access roads will be of all-weather construction and maintained in good
condition.
6. A schedule for operations, including days and hours of operation, preparations before
opening, and procedures to be followed after closing for the day.
7. Signs to be posted at the entrance. Signs must provide a description of the types of wastes
that may be received, the types of waste prohibited, operating hours, permit number, and
emergency contact phone numbers. The sign should state that no hazardous waste, asbestos
containing waste, or medical waste can be received at the site.

8. Permanent boundary markers may be required, depending on the layout of the site, to
maintain the operation's required setbacks to the property line or to other nearby residences,
wells, floodplains, etc. If natural or existing benchmarks don't exist, include a description of
the boundary markers, installed at intervals to allow for line of sight from one marker to the
next.
List of personnel required and the responsibilities of each position.
10. For Large Type 2, and all Type 3 and Type 4 facilities, describe compliance with the personnel
training requirements described in Rule .1406 (19)(a) and (b), and .1406 (c). Existing facilities
permitted before Nov. 1, 2019 are required to meet the requirements of .1406 (19)(a) by no
later than Nov. 1, 2022. Operators of new sites permitted after November 1, 2019, are
required to meet the rule within 18 months of permit issuance.
11. A narrative description of the compost process, from beginning to end, to include arrival of
materials, unloading, processing, mixing, storage, composting, curing, testing, final product
storage, and removal from site. Describe the location that each of the activities takes place,
and the estimated time for composting and curing.
12. Method for screening loads for unacceptable waste. Describe plan for handling incoming
loads that contain unacceptable waste. Describe storage of the unacceptable waste, the
frequency of removal of the waste (at least weekly), and final disposition.
13. Any special feedstock or residual handling (e.g., odorous residuals, liquids, etc.).
14. Any amendment to be added to the compost, how it will be stored, and when it will be added.
If wood ash is used, also provide total metals lab testing of the ash, and confirm that metals
testing of the finished compost will be after ash is added.
15. Processing activities to prepare materials for composting, such as grinding.
16. Pile sizes for feedstock, composting, curing, and final product storage (width and height).
Length is unlimited within the permitted boundary of each area. Describe distance between
rows, to provide vehicular access in the event of a fire. Storage of wood debris, mulch, and
finished compost should be in rows no larger than 50 feet wide and 30 feet high.
17. Describe compliance with the time, temperature, and turning requirements in Rule .1406 (11),
(12), and (13), as appropriate for the feedstock and compost method. Describe location of
and spacing of monitoring points, probe depth (at least 24 to 36 inches), monitoring
frequency, and recordkeeping. Monitoring frequency during the time and temperature
requirement period should be at least every other day, or Monday -Wednesday -Friday if the
site is not open on weekends. If the site is operated to meet Rule (13)(a) for PFRP, then Rule
(12) is automatically met for VAR.
18. Describe the probe thermometer to be used. Describe calibration of the thermometer at least
once per year, to include written documentation of the calibration. Onsite calibration using
ice water is an acceptable method.
19. Describe other monitoring, such as moisture content, oxygen level, porosity, carbon to
nitrogen ratio testing, etc., including method and frequency.
20. The method of aeration provided, frequency, and the capacity of aeration equipment, for
both composting and curing piles.
21. Describe compost testing and the method for collecting samples, in accordance with Rule
.1407(b).

a. The pathogens sample should be collected as a composite sample from finished
compost onsite on the same day it is to be taken to the lab for analysis. The sample
should be processed within the hold time required by the lab testing procedure, and
this is usually 24 hours.
b. The sample that is collected for metals analysis is to be collected and composited over
a six-month period (or every 20,000 tons produced) from each batch of compost. See
Rule .1407(b)(4) for procedure.
22. Describe distribution and ultimate use of the finished compost. If agriculture nutrient claims
are to be made for the compost, for fertilizer or soil additive, the owner is required to meet
the requirements of the NC Department of Agriculture and Consumer Services, Plant Industry
Division.
23. Describe method for removal from the site, and a contingency plan for disposal or alternative
usage of residues or finished compost that cannot be used in the expected manner due to
poor quality or change in market conditions.
24. Describe recordkeeping and annual reporting in accordance with Rule .1406 (1)(b), Rule .1406
(19)(c), and Rule .1408. Provide a copy of the temperature log forms and other recordkeeping
forms.
25. Describe operational activities for surface water and process water control features (for
example, drain covers, pipes, ponds, tanks). For onsite tanks, frequency of pumping and
removal.
26. Provide documentation that the local fire protection agency has been notified of the site use
as a compost facility.
27. Plan for fire prevention and actions to be taken in the event of an accidental fire. Describe
equipment provided to control accidental fires. It should be stated that any fire will be
reported to the Solid Waste Section within 24 hours, followed by a written notification of the
details of the fire within 15 days of the incident.
28. Plan for maintaining facility property in a sanitary condition and actions to be taken to
minimize noise, vectors, litter, dust, and other airborne particulates. It should be stated that
at the end of each operating day, the unloading area will be clear and all feedstocks will be
processed/mixed or properly stored. Describe procedures to prevent blowing litter and dust
from leaving the compost area and from leaving the property.
29. Contingency plans for wind, heavy rain, snow, freezing weather and other extreme weather
events, air pollution, equipment breakdown, spills, unusual traffic patterns, long-term power
outages, cracks in concrete pads, etc.
30. Site safety procedures concerning onsite equipment (especially grinders), safety during
unloading and loading of materials, and safety to address other possible site hazards to
workers or the public.
31. Describe closure of the site when the site ceases operation, in accordance with Rule .1410.
Section 5 - Odor Control Plan
This section should describe site specific conditions, designed to minimize odors at the property
boundary by means such as expanded buffers, consideration of topography and wind patterns, or
process layout design. The plan should include the following:

Identification of all onsite potential odor sources on a map or diagram (examples, unloading
area, mixing area, active compost windrows, etc.).
Description of onsite weather conditions that may affect odor migration, such as prevailing
wind direction, topography, and seasonal variations.
Plan to monitor onsite odor and record odor data for the odor sources with the potential to
migrate offsite. Data shall include date, time, site specific conditions, weather conditions,
wind direction, and characteristics and intensity of odor.
4. Description of the facility's odor complaint protocol, including forms used, odor verification by
operator both onsite and offsite, what the response will be, and who will be contacted.
5. Description of complaint record keeping.
6. Description of odor control design and operating best management practices to be used
onsite, including:
a. Personnel training;
b. Feedstock characteristics;
c. The initial mixing of feedstocks to reach targeted carbon to nitrogen (C:N) ratios and
moisture levels;
d. Procedure for handling incoming odorous feedstocks, to include prompt mixing of the
waste with carbon material;
e. Maintenance of compost piles for moisture;
f. Aeration methods, frequency, and protocol;
g. Leachate and liquids management;
h. Weather monitoring and protocol;
i. Management of airborne emissions; and
j. Windrow covering, such as the application of 3 to 6 inches of finished compost cover
over piles.
7. For indoor facilities, describe the design and operation of biofilters, if applicable, and
procedures for equipment breakdown.
Section 6 —Signature Pages
Place signature page(s) at the end of the application text, before the appendices.
Applicant signature page (see attached).
If the landowner of the property is not the applicant, the attached certification form by the
land owner is required.
Section 7 — Stormwater Discharge and Sedimentation and Erosion Control Plan
For new facilities or existing facilities with proposed construction modifications, provide:
A copy of the sedimentation and erosion control plan/stormwater discharge and permit as
required by local governments and/or NC DEMLR. Calculation pages are not necessary.
A copy of the DEMLR stormwater/process discharge application and permit. Calculation pages
are not necessary.
Section 8 —Drawings
Provide drawings for a new facility or an existing facility with proposed modifications that would
change the previously submitted drawing(s). For Large Type 3, and all Type 4 facilities, engineering

drawings should be prepared and sealed by a NC professional engineer. Drawings should be drawn to
scale and include:
An aerial photograph, where one inch is less than or equal to 400 feet, accurately showing the
area within one-fourth mile of the proposed site's boundaries. It may be included in the Siting
Requirements Section, if it can be appropriately sized 11x17. The following should be drawn
onto the map:
a. Boundaries of entire property owned or leased by the person proposing the facility;
b. Location of all homes, wells, industrial buildings, public or private utilities, roads,
streams, water bodies, intermittent streams/ditches, and other applicable information
regarding the general topography within 500 feet of the facility.
2. Site plan drawing(s) where one inch is less than or equal to 100 feet that delineates the
following:
a. Existing and proposed contours, at intervals appropriate to the topography.
b. Setbacks from the operations area to property lines, residences, wells, and perennial
streams/rivers and water bodies. The operations area includes unloading, mixing,
feedstock storage, composting, grinding/processing, and curing areas.
c. Access roads, existing and proposed, and gates/fences or other access control
features.
d. Streams, water bodies, floodplains and wetlands located on the property.
e. Existing and proposed location and elevations of berms, ditches, basins, and other
water control features for the diversion and management of surface water and process
water, and sedimentation and erosion control.
Labeled areas for unloading, mixing, processing, composting, curing, material storage,
and final product storage. Illustrate the location of all piles and windrows onsite,
including feedstocks, active compost, curing, finished compost, and amendments.
Drawings should show that all sides of storage areas for flammable feedstocks and
compost will be clear and drivable, to provide vehicular access in the event of a fire.
g. Labeled ground cover (gravel, soil pad, concrete, asphalt, etc.).
h. Utilities and structures/buildings, existing and proposed.
i. Other physical characteristics of the site, as applicable.
If applicable, detail drawings of the following:
a. Compost bins, bays, or vessels.
b. For indoor operations, plan and profile drawings of the buildings, with areas and
features labeled. Note whether walls or roof are open or partially open.
c. Other site specific features of the compost operation.

Certification by Land Owner (if different from Applicant):
I hereby certify that I have read and understand the application submitted by
for a permit to operate a compost facility on land owned by the
undersigned located at (address) ; (city)
, NC, in
Page(s)
County, and described in Deed Book and
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, and that the siting and operation of the facility will be required to comply with any such
revisions or amendments.
Signature
Print name
NORTH CAROLINA
Date
County
_, Notary Public for said County and State, do hereby certify that
personally appeared before me this day and acknowledged the due
execution of the foregoing instrument.
Witness my hand and official seal, this the
(Official Seal)
day of 120
Notary Public
My commission expires