9810_D&DCompost_RenewalAllic_20211203

COM POST FACILITY
TYPE 3, LARGE
PERMIT APPLICATION
D&D Organic Farming
7984 Pelt Road
Stantonsburg, NC 27883
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Document Date
November 161, 2021
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PREPARED BY
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1fy drogeolagiral Assessments
Enilronmenral Regulalory Compliance Consullrng
FarmlWaste N'ater Nutrient Management Plans
Grnund valee & Surface Water Qualkv Momraring
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November 16, 2021
NC DEQ DWM
Solid Waste Section
1646 Mail Service Center
Raleigh, NC 27699-1646
Art Barnhardt
BDX Environmental, PLLC
11341 NC 53 West
White Oak, NC 28399
SUB.1ECT: Large Type 3 Solid Waste Compost Facility
Permit No. 9810-Compost-2016
D&D Organic Fanning, LLC
Facility Expansion and Permit Renewal
Fremont, Wayne County
Contained in the attached documentation, the necessary information is provided for the
DWM. to consider an expansion proposal and renewal of the subject existing permit. In short, the
Facility is seeking to add additional acreage contiguous to the existing permitted operation. The
new area will consist of compost windrows and woodchip feedstock bulking material storage.
Handling of the various material coming into the operation will remain the same as originally
permitted in the 2016 version of the permit, except for the new windrows and wood clop storage
in the proposed new area. The new area provides an increase of approximately 141 % to the
composting windrow capacity. As such, a commensurate composting volume can be allowed. The
2016 version of the permit allowed the projected 3,613-5 tons/year of feedstock. A 14I % increase
will equal a new capacity of 8,709 tons/year.
Most of the new area is located southwest approximately 420 feet from the ciureritly
permitted windrow boundary, proposed windrow pads #4 (2.44 acres) & #5 (2.34 acres). One 0.71 -
BDX ENVIRONMENTAL, PLLC 11341 NC HWY 53 WEST, WHITE OAK, ?VC 28399 910-549-5243

acre area being requested for addition is located adjacent to the currently permitted windrow area.
proposed windrow pad #b (see figure 2).
The current approved annual volume of incoming grease trap and septage feedstock to be
incorporated into the composting process was specified in the initial permit application as 3 million
gallyr or 8,219 gal/day. Based on the 1411 % increase of composting capacity, the Compost Permit
may increase the grease trap and septage feedstock up to 7,230,000 gallyr, or 19,808 gal/day.
The associated permits STDF 98-08 and SLAS 98-48 also have limits and the actual total
facility processing capacity for grease trap and septage wastes will be limited by the permit that
has the lowest volume processing limit. Based on the SLAS 98-08 Permit, the annual limit of
5,781,600 gallyr is equal to 15,840 gal/day. Additionally, the STDF 98-08 Permit does not have
an annual limit, but the treatment process requires a specified amount of time to process incoming
waste. The volume ultimately processed each day is a function of how many hours the plant is
operated. The STDF 90-48 facility contains 190,000 gallons of total storage volume capacity in
various aboveground tanks.
The facility has successfully operated throughout the duration of the trial and initial version
of its permit. Expanding the windrow area will allow for greater operating flexibility, improve the
facility's processing efficiency and diverting more waste from landfill disposal.
Please contact either me or David Newsome with any questions regarding this
modification/renewal request.
Respectful l
S . e A. Barnhardt
21Fa; ,_

Title Page
Table of Contents----------------------------------------------------(Pg. 1)
Section 1. General Information-------------------------------------(Pg. 2-3)
Section 2. Siting Requirements------------------------------------Qg- 3-5)
Section 3. Design Plan ------------------------------------------- (Pg. 6-11)
Section 4. operation Plan --------------------------------------- (Pg- 1.1-20)
Section 5. Odor Control Plan ------------------------------------ (Pg. 20-21)
Section 6. Financial Assurance --------------------- --(Pg. 21)
Section 1. Signature Pages --------------------------------_-- --(Pg. 21)
Section 9. Stormwater Discharge & Sedimentation and Erosion Control Plan ---
----------------------------------------------------------xg 22)
Section 9- nravrings----------------------------------------------(Pg. 22-23)
G. Figures
i Parcel Map (GIS)
2 Operation Areas Map
3 QSG-S Topographic with 4 Mile Buffer Map
4 "load Zone Map
5 Setbacks Map
1. Appendices
A Deed
B Zoning Compliance Letter
C NC DPS Flood Zone Map
D Soil Evaluation Report
E Composting Process Flow
F sign Text
G Equipment Specifications
H Safety Plan
I Local Fire/Emergency Management Notification
J Odor Control Plan
K Financial Assurance Cost Spreadsheet
L Stormwater Permit Application
M. Large Scale Orthographic Facility Map
N Engineering Plan far Expansion Area
1IV

Section 1— General Information - Provide a narrative discussion, including
[he following:
I. 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.
■ Facility Name. D&D Organic Farming, LLC
• Street Address: 7984 Pelt Road Stantonsburg, NC 27883
• Facility Classification: Large Type 3
D&D Organic Farming, LLC is an existing permitted Large Type 3 Composting
Facility_ The company in the solid waste management business, composting
various materials to create a value-added agricultural soil amendment from
material that may otherwise end up in area landfills. Septage, consisting
of grease trap and septic waste is brought to the facility by various
companies, mostly in the eastern part of the state. These companies pump
grease trap waste from restaurants and schools, and septic waste from
individual houses. The current version of their compost permit from DE4
DWM issued in 2016 consists of 7.7 acres composting area and 1.1 acres of
area consisting of tanks and associated processing equipment. The current
DWM Composting Permit expires 12/16/2021. in addition to permit renewal,
D&D is seeking to expand the facility composting area by 9.7 acres.
2. Name, address, telephone number, and email address of the
applicant/owner and contact person.
• David Newsome
■ D&D Organic Farming, LLC
441 Buck Newsome Rd.
Fremont, NC 27830
■ 252-206-6802 (c) 919-242-3751 (o)
• [e-mail]
3. Name, address, telephone number, and email address of the landowner,
if not the applicant.
a Applicant is also the landowner
4. Name, address, telephone number, and email address of the engineer
and/or composting consultant (if applicable).
• Joshua Outlaw
The Adams Engineering Company Inc.
708 Abner Phillips Road
Warsaw, NC 28398
2 1 P a K e

910-293-2770 (o)
[e-mail]
• Art Barnhardt
BDX Environmental, PLLC
11341 NC HWY 53 West
White Oak, NC 28399
910-549-5243 (c) 910-866-4277 (o)
[e-mail]
5. Name, address, telephone number, and email address of person to
receive permit fee invoices and annual fee invoices, if applicable
David Newsome
D&D Organic Farming, LLC
441 Buck Newsome Rd.
Fremont, NC 27830
252-206-6802 (c) 919-242-3751 (o)
[e-mail]
Section 2 —Siting Requirements — Provide a narrative discussion that
includes the following items:
I. Location of the facility. Include the county locati.on., 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.
The facility is located on Pelt Road (NCSR 1632), Wilson County. From
Raleigh follow US 264 E to NC Hwy 58 E (Wilson). Take NC Hwy. 58 E from
Wilson to NC fiery 222 W. (Stantonsburg) , Take NC Hwy 222 W. to Pelt Rd.,
Take Rt. Onto Pelt Rd and site is 2.5 miles on right.
This facility has been used as a composting facility since 2014. it
operated under a demonstration permit until it was formally permitted
in 2016. Prior to 2014, the site supported agricultural use activities..
2. Provide a chap showing the property parcel boundaries anct parcel ID
information (this can usually be obtained from the County's GIS
website). Describe any other commercial or industrial use of the
property.
Refer to Figure 1
3. Total acreage of the property and the size of the actual compost
operations area. The operations area includes unloading areas,
mixinglprocessing areas, composting and curing areas, and feedstock
storage areas.
3 1 P a q

The total acreage of the property is 325.6 Acres, taken from Wilson
County GiS. The currently permitted composting area is 7.7 Acres,
which includes the mixing and process area, water storage tanks,
equipment storage and 2 small structures. After the proposed
expansion, there will be an additional 6.9 acres of composting,
curing and feedstock storage area. Of the new 6.8 acres, 0.5 acres
will contain feedstock storage, 5.5 acres will contain compost
windrows; the remaining 0.8 acres will contain the access paths,
berms, and swales. The expansion will provide a 141% increase to the
facility's windrow laydown area and capacity.
Refer to Figure 2
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 ❑f this section.
The legal description for this property survey dates back many
years. There is no plat of the tract or current survey drawing of
the property. A copy of the Reed with the legal description is
included in the appendices.
Refer to Appendix A
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 ont❑ the map. The reap may be a high -
quality color photocopy and should show at least 0.5 mile surrounding
the property boundary.
Refer to Figure 3
6. In an appendix, provide a letter from the appropriate City or County
official confirming that the siting ❑f the facility will be in
conformance with all zoning and local laws, regulations, and
ordinances, or that no such zoning, laws, regulations, ❑r ordinances
are applicable. Reference the letter in the text of this section.
Refer to Appendix 8
7. 'Provide a copy of the FEMA Flood Insurance fl.00dplains map for the
area, with the site property marked ❑n the map (appendix ❑r within
the section). Discuss compliance with Rule ,1404 (a)(1),
The entire site consisting of the current permitted area and the
proposed expansion are completely out of the regulatory flood zone.
The base flood elevation ranges from 72.6' msl on the upstream end of
the property, to 67.4' msl an the downstream end. The lowest elevation
of the current and proposed expansion area is slightly above 92' msl.
Refer to Appendix C or Figure 4
4 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.
There are no wetlands within the existing or proposed expansion
areas.
g. 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.
■ There is a 100' buffer for all composting areas in compliance
with .1404 (a)(2).
• All area residences are greater than 500' from all composting
areas in compliance with .1404 (a)(3) (Refer to Figure 5)
• Wells are greater than 100' form all composting areas in
compliance with .1404 (a)(4),
■ No streams exist within 50' of the composting areas in compliance
with.1404 (a)(4). The closest stream is approximately 2501form
proposed compost pad #4.
• 25' buffers exist between the compost areas and manmade swales or
berms in compliance with.1404 (a) M .
10. Address compliance with Rule .1404 (a)(7), concerning sites located
over a closed -out disposal area.
There are no closed -out disposal sites located on the within the current
or proposed expansion areas. As such, .1404 (a)(7) does not apply.
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.
Soils have been evaluated by a Licensed Soil Scientist at both the
currently permitted facility and in the proposed expansion area. In
both areas, soils have consistently been described as sandy loam
texture (or finer) with seasonal high water table depth indicators
greater than 24". As such, both areas meet all criteria in .1404
(a) (10) (B) (i) _ (Refer to Appendix D)
5�

Section 3 - Design Flan - 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 5W-
8466 methods, for arsenic, cadmium, copper, lead, mercury, molybdenum,
nickel, selenium, and zinc, for each waste source.
D&D Organic Farming, LLC accepts these items as feedstocks for the
process of turning waste into a value-added product of compost
material:
• Woodchips are brought to the facility by The City of Wilson and
local landscaping/tree trimming companies.
■ Land clearing debris and yard waste are brought to the facility
by the Town of Fremont and sometimes by the general public such
as local landscaping companies or an individual cleaning their
yard.
■ Kay is brought to the facility by local farmers.
• Tobacco dust, which is generated from the processing of tobacco,
is brought to the facility by Craven Ag.
■ Grease trap waste and septic waste is brought to the facility
by various companies, mostly in the eastern part of the state.
These companies pump grease trap waste from restaurants and
schools, and septic waste from individual houses.
2. 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 ❑f feedstock to be received, per
day, creek, or month. Describe any seasonal variation for any of the
materials.
• The current permit allows for a maximum average feedstock of 8
tons/day, (212 +/- tons/month) all bulking material including
wood chips, leaves, hay etc. With the proposed expansion, the
facility will need additional bulking material.. Based on a 141%
increase in windrow area, a similar percentage increase in
feedstock will need to occur. The increase will go from 8
tons/day to approximately 19.5 tons/S!yXJ 517 +/- tons/month)
3. 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.
6j"-

The site capacity in the first permit version was based on the windrow
laydown area and removal rate of finished compost. The operating
estimate was as follows!
• 330 lbs/CY Dry Weight*7300 CY (windrow capacity) *3(turns/yr)-
3,613.5 Tons/yr. of compost processed.
• 3,000,000 gallons/yr. of grease trap waste (95-% by volume) and
septage (5% by volume)
This permit application contains a 141 % increase in new compost pad
area. Keeping the same ratio of compost processing volume to pad area,
the new site capacity is estimated at 8,709 tons/yr.
Additionally, the volume of septage processed per year may increase
from 3,000,000 gallons/yr in equal proportion. The new capacity based
on a 141% increase would equal 7,230.000 gallons/err.
The associated permits, SDTF 98-08 SLAS 98-08, would also need to be
evaluated and approved for the proposed increase in processing
capacity,
a. provide a description and sizing ❑f the storage areas or containers
for feedstocks, amendment, recyclables, finished compost, and waste.
The receiving area contains various sized tanks that hold the primarily
liquid material processed by the facility, with a total volume 98,000
gal. The raw incoming septage is pumped into any of (11) storage tanks.
There are (2) 11,000 gal. (4) 10,000 gal., (3)8,000 gal., and (2)6,000
gal. tanks used for this purpose.
After the septage has solids separated, the clear water is stored in
any of (3) storage tanks (2-25,000 gal. & 1--20,000 gal.) for a total
volume of 70,000 gals.
The woodchip feedstock material is stored in piles in designated areas
The current permit utilizes a .32-acre area between the adjacent to
windrow pad #1. The proposed expansion area contains another woodchip
storage area of .54-acre.
Finished compost is not stored but is taken directly to an area field
for land application.
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
rati❑ (C:N) testing and calculations. There are compost recipe
calculators online that can assist with this, balancing density,
moisture, and C:N ratio.
7 1 raFc,

Raw Material. $N C:N Ratio
Moisture
Content
Dewatered
Septage 3 12:1 70
Dewatered
FOG
Gin
Trash/Cotton,
Waste 0.24 442:1 40
Ground Yard
Waste 0.9 60:1 38
I
Hardwood
Sawdust
.09
560:1
10
Land
Clearing
Debris
.09
560:1
15
Sawdust
Bedding
i
.09
640:1
25
Tobacco Dust
1.10
40:1
15
"On -Farm Composting
Handbook" our coal is an
Information taken from
initial 30:1 C:N ratio
with a +/- 754� moisture
content. The material is
mixed at a 1:1 ratio.
6. Describe methods used for measuring, shredding, mixing, and
proportioning feedstock materials, to ensure the proper ratios are met.
The facility utilizes a batch process. Based on previous testing and
6 plus years of operation, the mixing proportions of feedstocks are
known. These proportions do not change because the feedstock
characteristics remain constant. These materials are mixed and then
placed in the composting area in windrows.
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 flaw 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 1 P a E

Refer to Appendix E for the process flow diagram. No new plans or
specification were generated for the septage receiving and dewatering
process because no changes to the facility's current system sizes or
configuration will be needed. The original plans and specifications
were submitted along with the initial trial permit application in 2014.
All facility material handling equipment remains the same as well.
8. Provide the anticipated process duration for each stage of the process,
including receiving, preparation, composting, curing, and
distribution.
Receiving:
Day-1-- Unload grease trap and septic tank septage waste into facility
storage tanks.
Day-2: Waste material is decanted and screened. The decanted material
is the sent to dewatering stage.
Day-2: The dewatered material is added and mixed with woodchip
feedstock in known proportions.
Day-2: Mixed material is laid out in windrows
Day-2 to 120 (or until cured): Compost windrow curing
Compost applied directly to agricultural fields when cured.
9. Describe the compost method (windrow, static aerated pile, in -vessel,
etc.), and method for time and temperature monitoring.
The compost is generated in windrows that are 6 feet high by 11 feet
wide and are 25 feet apart -center to center. There is 18 feet between
compost windrows for fire access. The active compost windrows shall be
maintained between 131OF and 160OF for at least 15 consecutive days
with at least 5 turnings. The temperature is checked at 25-foot
intervals along the windrow length. The prone depth for temperature
monitoring is 24-36 inches. Turning compost windrows as needed and
monitoring temperatures are daily activities.
lei. 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).
Based on the past 7 years of observations, stormwater runoff will occur
in storm events exceeding approximately 2 .inches. Lesser rainfall
events are assimilated by the soil and windrows. During storm events
where the accumulation of rain creates saturated soil conditions, the
facility does not accept incoming feedstocks beyond their ability to
store the material. Once full, they facility stops accepting feedstocks
9 1 Dag-

until the composting area dries enough to begin composting activities.
The site is very well drained, and only 1-2 days of dry weather is
required to return normal operating conditions.
Control of Surface Water
All composting areas are naturally sloped with good surface drainage
qualities. In addition to the natural grade, the composting areas
utilize berms and swales to control the contact surface water.
At the existing composting area, vegetated swales direct stormwater to
earthen level spreaders, then to vegetated treatment areas as sheet
flow.
The proposed expansion area has been designed with vegetated swales
that direct stormwater to level spreaders regulating flow to designed
vegetated filter strips. The filter strips direct flow to additional
treatment in vegetated treatment areas with no direct discharge to
waters of the State. A small upgradient area from the composing area
will produce non -contact stormwater. The site plan has designed by-
pass berm & swale structures to divert this clean water away from the
filter strips.
The proposed bulking material feedstock storage area is situated to
take advantage of natural topography for stormwater retention and
treatment. Runoff from this area will be collected to a naturally
occurring, rounded, slight depressional area adjacent to the storage
area. Any water exiting this collection feature will sheet flow across
a minimum of 200 feet of vegetated treatment area before the water
enters the wooded field edge.
ll. 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.
Process water is stored in tanks and added as needed to the windrows
to maintain optimum moisture conditions for composting. At this stage,
the process water has had primary treatment with solids removal and
lime stabilization for pathogen reduction.
Most of the precipitation water that comes in contact with the curing
windrows is absorbed in the compost material. During times of heavy or
sustained rainfall, vegetated berms and swales route the run-off water
to earthen level spreaders and then onto a vegetated treatment zone at
the currently permitted composting area. The proposed composting area
will have a level spreader, filter strips and sheet flow across
101 ,.

vegetated treatment areas. Refer to Appendix M for the proposed
expansion area design specifications.
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 5W-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.
Other than the feedstocks previously listed, there are no amendments
added to the compost.
13. Describe controls to address dust and other air emissions (example, a
spray mist for dust). For indoor facilities, describe how particulates
are minimized.
A relater wagon connected to the windrow turner provides dust control_
It is designed to spray water into the compost as it is being turned
preventing dust creation.
14. Describe any recycling or other material handling processes used at
the facility.
There are no process related materials wasted that would need
recycling.
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.
Daniel Newsome
D&D Organic Farming, LLC
441 Suck Newsome Rd.
Fremont, NC 27830
919-920-4368(c) 919-242-3751 (o)
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.
■ Equipment list:
■ Compost turner- mixes and turns compost for aeration and to
maintain a constant temperature
■ Path Drag- Keeps paths between windrows clean of excess debris
+ Sackhoe- Loads, moves, and maintains feedstocks
■ Rubber tired wheel loader- takes the raw compost to the windrows
111Pa-

■ Mixer- Blends feedstocks, solid waste, and wet solids
■ Mixer wagon- Combines feedstocks
■ Honey wagon tank- water source for windrows
■ Spreader wagon-- spreads finished compost product for agricultural
use,
• Tractors -
Pulls compost turner
l� Turns mixer wagon
Pulls honey wagon for water source
• General maintenance of equipment will be a regular daily task as
specified by the manufacturer, such as lubricating, maintaining
fluid levels, and adding fuel as needed.
3. Site security and access control. barge 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,
• Access will be controlled by cable and posts with locked
ingress/egress.
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.
■ An operator will be always on duty at the site while the facility
is open for public use to ensure compliance with operational
requirements.
5. Confirm that access roads will be of all-weather construction and
maintained in goad condition_
• A11 access roads are and will be maintained all --weather gravel.
surfaced.
5. A schedule for operations, including days and hours of operation,
preparations before opening, and procedures to be followed after
closing for the day.
• D&D Organic Farming, LLG will be open on Monday -Friday, from 7:00
am-5:00 pm and on some Saturdays from 7:00 am to 12:00 pm. Any one
of the three operators will be on -site to check the site for any
problems, service customers, perform daily duties, complete
maintenance jobs, and lock up at close of business.
12 1 ,

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.
Refer to Appendix F
6. Permanent boundary markers may be required, depending on the layout of
the site, to maintain zhe 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.
The primary boundary marker for the required setbacks for the existing
facility are established by equipment access paths and drainage
control structures such as berms and swales. In the proposed expansion
area, the 500' residential setback will be established by submeter
accuracy GPS and visual markers such as a high visibility stakes,
posts or similar. A perimeter access path will be established along
this boundary and will aid in maintaining the required setback.
9. List of personnel required and the responsibilities of each position_.
• David I. Newsome and Daniel L. Newsome are co -owners and co -
managers of this site. They meet current requirements for training
qualifications to operate this site in a safe and productive manner.
The third employee has been trained by David and Daniel and has
access to the manual to always check on proper procedures.
■ Daily duties include: receiving feedstocks, receiving solids,
applying solids, turning compost, monitoring temperature, dragging
paths, equipment maintenance, and general cleaning of the site.
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 .1405 (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.
• David I. Newsome and Daniel L. Newsome are co -owners and co -
managers of this site. They have met and exceeded training
qualifications to operate this site in a safe and productive manner.
The third employee has been trained by David and Daniel and has
access to the manual to always check on proper procedures_
• Daily duties include receiving feedstocks, receiving solids,
applying solids, turning compost, monitoring temperature, dragging
paths, equipment maintenance, and general cleaning of the site.

• one or more of these individuals is planning to attend the operator
training in accordance with NCGs 130A 209.25 & 15A NCAC 13B .1406
(19). Daniel Newsome is planning to take the recently established
Compost Operator Certification Training and become the operator in
charge on record, prior to the deadline 11/1/2022.
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.
As materials arrive on site by truck, they are directed to the
designated storage area to unload depending on the feedstock they are
carrying. The rubber -tired wheel loader is used t❑ put the materials
in with the residual as needed for mixing to proper consistency. To
make the compost meet PFRP & ❑AR standards, testing of temperature,
moisture, and odor, is done consistently to ensure a quality product
as the outcome. Feedstocks are delivered intermittently via a dump
truck and are unloaded in the feed stock area.
In addition, the following are the walk-through steps involved for
this site:
• Unload grease trap waste into septage dewatering facility.
+ Septage Dewatexing Facility Tanks are decanted.
• Processed through bar screens.
+ Septage moves to holding tank, decanted later.
• After decanting, sludge goes through a dewatering process.
+ Effluent is irrigated ❑n designated fields.
+ Solids from decant process are mixed in mixer with wood chips/
rarely other feed stock with a known ratio.
+ Mixed material is then placed on windrow for curing.
• After curing, material remains on site for a minimum of 90-120
days.
• Material is then spread onto agricultural (non-food chain)
fields.
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.
Each load is visually inspected and if it contains unacceptable waste,
the load is not accepted, and the contents leave the premises without
unloading. DAD Organic Farming, LLC does not accept any unacceptable
waste so there is no need for a plan to handle unacceptable waste.
13. Any special feedstock or residual handling (e.g., odorous residuals,
liquids, etc.).
141Pap.�.

No special feedstock is received. Septage and grease are unloaded into
one of two vats that enter the decant process within one day of
arrival. Therefore, exposure to air is minimized prior to entering
the decanted process and the subsequent mixing process.
14. Any amendment t❑ be added t❑ the compost, how it will be stared, 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.
Only air and water are added as an amendment to the. compost. Windrow
turning and water addition is regulated by daily observation ❑f
moisture content and temperature as primary indicators.
15. Processing activities to prepare materials for composting, such as
grinding.
There are none on site.
16. Pile sires 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- ❑f a fire. Storage ❑f wood debris, mulch, and
finished compost should be in rows n❑ larger than 50 feet wide and 30
feet high.
The compost lays in windrows that are 6 feet high by 11 feet wide and
are 25 feet apart -center to center. There is 10 feet between compost
windrows for fire access. The feedstock pile(s) is approximately 10
feet tall by 22 feet wide. This site does not do any mulching.
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.
The active compost windrows are currently and will continue to be
maintained between 131 O F and 160 ° F for a minimum of 15 consecutive
days. Additionally, windrow turning is done often enough to maintain
aerobic conditions, with no less than 5 turns during the 15-day period.
By meeting this time/ temperature threshold, both .1406 (12) VAR & 413)
PFRP are met. To monitor the temperature, a long stem thermometer
probe will be inserted 24-36" into the windrow each day every 25'
along the length in each active windrow.
15 1 P

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. Qnsite calibration using ice water is an acceptable
method..
The facility currently owns (2) VEE GEE and (1) REO TEMP probe
thermometers. The Ice water calibration method is used annually at a
minimum to assure proper quality control of the windrow temperature
monitoring.
19. Describe other monitoring, such as moisture content, oxygen level,
porosity, carbon to nitrogen ratio testing, etc., including method and
frequency.
The windrows are observed daily during the critical 15-day period for
meeting the desired temperature range. While collecting the
temperature data, the experienced composting operator can recognize
conditions such as lack of moisture and oxygen by direct observation
without need for instrumentation. As for the C:N ratio, the bulking
material/septage mixture remains constant primarily because the
characteristics of the incoming feedstocks do not change.
20. The method of aeration provided, Frequency, and the capacity of aeration
equipment, for both composting and curing piles.
Aeration is provided by an 11' width compost turner, The Aeromaster
8T130-Series. At the min+mrm speed of 20 feet per minute, the unit
can turn 22.4 cubic yards of material. Refer to Appendix G
21. Describe compost testing and the method for collecting samples, in
accordance with Rule .1407tbj.
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.
A grab sample will be collected to test pathogen levels once every
Six months. Proper collection, handling and delivery meeting
laboratory protocol is conducted. A certified lab will perform this
analysis.
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.
The facility shall comply with the following. Metals testing — An
equal volume sample will be collected every two weeks and placed in a
16 1 D -

barrel and mixed with previous samples collected since last test. A
representative sample will be taken from the barrel and tested
by NCDA once every six months (less than 20,000 tons produced
every six months). Inexts will be tested on -site with the use of a
1/4" screen.
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.
The owners of D&D Organic Farming also farm many acres of land in and
around the composting facility. All finished compost is utilized as a
soil amendment to these acres. No compost is marketed for any off -
site use.
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.
Agricultural farm soil amendment uses for owner only. Spreader wagons
are used for this purpose. Compost will produce Class A compost. Any
compost not meeting Class A standard will be run back through the
process and as a last resort carried to a landfill.
24. Describe recordkeeping and annual reporting in accordance with Rule
.1406 (1) (b), Rule .1406 (19) (c), and Rule .1406. Provide a copy of
the temperature log forms and other recordkeeping forms.
The facility shall follow the below record keeping procedures:
■ A copy of the permit, operation plan, and site drawings will be
always kept in the on -site office {.1406 (1)(b)).
+ In accordance with .1406 (19)(c) the Daniel Newsom is the designated
Operator. He will have the Operator training prior to the deadline
of November 1, 2022. A copy of the issued certificate will be
available at the on -site office.
• Daniel Newsome will be responsible for ensuring all employees
receive annual training. Records of these training events will be
available at the Buck Newsome Road office.
In accordance with .1408, current operation logs and records will
be kept at the on -site office. once completed, the information will
be filed at the Buck Newsome Road office for no less than 5 years.
17 1 .

2.5, 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.
The facility utilizes vegetated cover on the berms, swales, filter
strips and treatment areas. Seeding, weed control, soil sampling will
be conducted as needed. Inspection for water channeling and erosional
features will occur weekly at a minimum.
26. Provide documentation that the local fire protection agency has been
notified of the site use as a compost facility.
Refer to Appendix I
2"7. 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.
The composting area consists of (2) sources of possible combustion,
the windrows, and the wood chip ]sulking material.
The facility layout design of windrows having 18 feet between each
row provides easy access to maneuver the loader to any location that
may start to combust. The loader is used to isolate the hot spot by
removing adjacent compost. The hot spot is then spread out and
extinguished with water from seater wagon. Similarly, for the wood chip
piles, if the pile begins to combust the loader will again be used to
isolate the hot spot and the seater wagon will be used to extinguish
the material. DWM will be notified of any fire related occurrences.
In case of other accidental fires, there are fire extinguishers on
site and the local fire department has on record, the chemicals that
are used on -site.
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.
• The site will be always maintained in a sanitary condition by
addressing vector and odor control as needed. Precautions will be
made by having proper covering to prevent vector and odor
attraction,
• Noise associated with equipment operations will be controlled by
operating only during normal business hours if possible.
• Areas that store and mix septage and mix septage will be maintained
in a sanitary condition by cleaning these areas with a hot grater
181D�.,

pressure washer. Some areas are cleaned daily while others are
cleaned weekly with water being returned to holding
tanks of septage facility.
• Litter fencing exists between swale and buffer along Pelt Road and
site.
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.
During inclement weather, this site will not mix or blend incoming
feedstock materials. Compost windrow turning may continue if soil
conditions permit access to the area and the process can be done safely
without generating runoff or endangering the operator. During a
breakdown or spill, all processing will stop, and site will be closed
until repairs are made_
3a. Site safety procedures concerning onsite equipment (especially
grinders), safety during unloading anti loading of materials, and
safety to address other possible site hazards to workers or the public.
Refer to Appendix H
31. uescribe closure of the site w-fien Lhe size ceases operation, in
accordance with Rule .1410.
At some point in the future, the D&D Facility will require formal
closure when the owners elect to cease operating the business. As
required by 15A NCAC 13B .1410, the facility must meet certain closure
standards. This plan has been developed to provide a narrative and
steps of how the closure will proceed when that time arrives. D&D will
proceed with a stepwise closure approach as follows:
• Notify DEQ/DWM of the intent to close with a projected date.
• Notify all clients that they will no longer accept waste after a
to be determined date
Continue to operate the compost facility until all septage solids
on hand have been composted to acceptable levels for land
application.
■ Land apply compost as it becomes available, eventually exhausting
all material within the facility.
■ Any remaining compost bulking material or wastewater will be
disposed of at an appropriately permitted facility.
+ Once the facility compost staging areas are clear, the site will
be converted into agricultural crop production uses.
1911

■ Follow up nutrient soil sampling will be conducted to monitor for
N-P-K balance with crop rotation needs
■ At least 2 stormwater sample collection events, after the compost
removal, will ❑ccur to prior to requesting DEQ/DEMLR to rescind the
Stormwater Permit.
■ Written notification will be submitted to DEQ/DWM that all closure
requirements in accordance with 15A NCAC 138 .1410 have been met.
Section 5 - Odor Control Plan
This section should describe site specific conditions, designedto minimize
odors at the property boundary by means such as expanded buffers,
consideration ❑f topography and wind patterns, ❑r process layout design.
The plan should include the following:
1. Identification of all onsite potential odor sources on a map or diagram
{examples, unloading area, mixing area, active compost windrows, etc. 3.
2. Description of onsite weather conditions that may affect odor migration,
such as prevailing wind direction, topography, and seasonal variations.
3. Plan to monitor onsite odor and record odor data for the ❑dor 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 ❑perator bath onsite and offsite, what the
response will be, and who will be contacted.
5. Description of complaint record keeping.
5. 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 ❑f the waste with carbon material;
e. Maintenance of compost piles for moisture;
f. Aeration methods, frequency, and protocol;
201 P t

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.
An Odor Control document was developed specifically for the D&D
facility that contains all relevant information requested within this
section of the permit application. Refer to Appendix J.
Section 6 — Financial Assurance
Financial assurance is required for certain facilities, effective duly 1,
202D.
It is not required for:
• Sites owned/operated by local governments,
• Sites owned/operated by federal or state entities,
• Small Type 3 facilities
It is required for Large Type 3 and all Type 4 facilities, which do not meet
the exemptions listed above. The application will need to include a cost
estimate for a third party to remove and dispose of the maximum amount of
waste to be stored onsite. The maximum amount for the calculation would be
the active compost volume, not curing or final product. Provide an itemized
cost, to include the maximum amount ❑nsite, removal and transportation cost,
and disposal cost. Disposal would be a landfill or another compost site that
would be able to take the waste. A. financial assurance mechanism will need
to be established. See Rules .1801 (a), .1802 (a)(1), .1805, and .1806 for
more information.
The cost estimate was calculated using an Excel spreadsheet. Refer
to Appendix K.
Section 7— Signature Pages
Place signature page(s) at the end of the application teat before the
appendices.
1. Applicant signature page (see attached).
2. If the landowner of the property is not the applicant, the attached
certification form by the landowner is required.
Refer to Pages 24 & 25
2i1Page

Section 8—Stormwater Discharge and Sedimentation and Erosion Control Plan
For new facilities or existing facilities with proposed construction
modifications, provide:
1. A copy of the sedimentation and erosion control plan/stormwater
discharge and permit as required by local governments and/or W DEMLR.
Calculation pages are not necessary.
Because the area disturbed will be less than 1 acre, a sedimentation
and erosion control/stormwater plan is not required,.
2. A copy of the DEMLR stormwater/process discharge application and
permit. Calculation pages are not necessary.
The Permit application for an individual Industrial NPDES Stormwater
was submitted and received by NC DEQ DEMLR on 8/10/2021. A copy of
the application is included as Appendix L.
Section 9 —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 a facilities, engineering
drawings should be prepared and sealed by a NC professional engineer.
Drawings should be drawn to scale and include:
1. 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 fallowing should
be drawn ont❑ 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.
Refer to Appendix N
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.
221P�g,_

d. Streams, water bodies, floodplains and wetlands located on
the property.
There are no streams, water bodies, or floodplains or wetlands within
the compositing area. West and north of the existing and proposed
composting area, wetlands and flood zone do exist on the tract. The
closest stream is 250' and closest flood zone boundary is 360' from
the nearest composting area.
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.
f. 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.).
Soils identified during the site evaluation indicated naturally
occurring textures within the acceptable range exempting the facility
from having to construct composting pads. The facility will only
utilize gravel surfaces if necessary to solidify travel paths. None
are currently planned.
h_ Utilities and structures/buildings, existing and proposed.
Refer to Appendix N
I. ❑they physical characteristics of the site, as applicable.
Refer to Appendix M for required information unless noted otherwise
above in this section.
3. 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,
Not applicable to this operation.
231Pa-e

Signature page of applicant —
Name of facility
I certify under penalty of law that this document and all attachments were prepared under my
direction or supervision and that the information provided in this application is true, accurate, and
complete to the best of my knowledge.
I understand that North Carolina General Statute 130A-22 provides for administrative penalties of up
to fifteen thousand dollars {$15,000.00} per day per each violation of the Solid Waste Management
Rules. I further understand that the Solid Waste Management Rules may be revised or amended in
the future and that the facility siting and operations of this solid waste management facility will be
required to comply with all such revisions or amendments.
Signature print Name Date
Title
Business or organization name �I

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 an land owned by the
undersigned located at (address)
NC, in
Page(s)
(city)
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
County
Date
1, 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 day of 20
(Official Seal)
Notary Public
My comrnission expires_____

FIGURES

D&D Organic Farming, LLC Tract
Parcel Na. 3637.35-1432.000
Owner Name D & P LAND COMPANY LLC
Acres 325.59
Deed BooklPage 25061955
Existing Opreation
H
Proposed Facility
Expansion
r
0
Figure 1 D&D Organic Farming, LLC
� rrr+rI A A rti r
0
500 1,000
2,000 Feet

C
D&D Organic Farming LLG
Figure ......' 250 500 1,00Feet

�4
f � I Legend
112 Mile Buffer r i
'f Operation Zones
Proposed Windro Pad #S
#+ Name
EAsting #1 Windrow Pad
Existing #2 Windrow Pad
Existing #3 Windrow Pad
Existing Bulking Material
- + Proposed #4 Windrow Pad
1 Proposed #5 Windrow Pad
Ab Proposed Bulking Material
k
t �--
{� f' D&D.Prgq�nic Farming, LLC fi n'+ng 8 Solids Separation
1 AcreTract
Cb
_ 112 Mile Buffer! �w
_ r• ,
• ,� r4
N.
WILSON CO _ WiLWN OD
.. r� YNE 04 •r
a&D Organic Farming, LLC
Figure 3 1 1L%t�C% Y .. - ...1 ►n R RA— M..=r w a �, 50 2,5oa
5,000 Feet

11111100011
L,
r, O.2% Char1Ge 4 •
WJ
'�• . i � , _ � mot' ��t�. A E
`. x
3Z5 pFamru,p, LLC
]iSAciv nuaTcw ct r
gi
Legend
..r Y
-Flood_ Hazard_ Areas
call other values>
• `r All f- — _ ZONE —LID V
0.2 POT ANNUAL CHANCE FLOOD HAZARD
MWWI
� AE
x
D&D Organic Farming LLB
Figure 3 0 800 ,600 3,200 Feet

D&D Organic Farming. LLC
325Acre Tract^
. t: . is • r +r = � ,��• � � '�
•r r � � w r r
t . I . +' r � x.a1.' _ -��r�rcJ. 7 -i ~ 1- ti • 1 /(
+v"+ ti
---Soo tt Suffer �
00 ft Buffer Legend
41 19 Set Back Line
Aeration Zones
Proposed Windro Pad #6
Existing #1 Windrow Pad
Existing #2 Windrow Pad
Existing #3 Windrow Pad
Existing Bulking Material
Proposed 9-4 W ndrow Pad
Proposed 45 Windrow Pad
Proposed Bulking Material
Receiving & Solids Separa
D&D Organic Farming, LLB
Figure 5 �--LL.- Rfi..� 50� ,,a0o
2,000 Feet

APPENDICES

APPENDIX A

-9� ..., .
602508 PAU955
DOC I0: D03997260003 rvAt: CRP
Raenrded' 11/21/2012 at 03.34,06 PM
Fes Amt: 620.00 Pape t of 3
Revenue Tex: y0,00
WILSON, NC
Audrev R. Areal. Ragtetar of Dead■
u2508 Po955-957
Tbis in_strunient pruned by Stephen L. Beaman, Bar 1907, Wilson, NC 27894-1907 [phone], who is a licensed
?worth Carolina anumey. Delinquent taxes, if any, are to be paid by the closing attorney to the county Tax Coikmlor
upon disbursement ofckosing proceedings. Return to Steptlrn L. Beaman
WARRANTY DEED
NORTH CAROLINA WILSON COUNrV
THIS WARRANTY DEED is made as of the 21st day of November, 2012 by and between DAVID
LEONWAS NEWSOME AND WIFE, LAURA DIANNE NEWSOME, Grantors, whose address is 441
Buck Newsome Road, Frcmont, NC 27830 and D & P LAND COWANY, ILLC, Grantee, whose address
is 6441 Jayeross Road, Fremont, NC 27830 (the designation Grantor and Grantee as used herein shall include
said parties, their heirs, successors, and assigns, and shall include singular, plural, masculine, fe Lninc or
neuter as required by context):
WITNESSETH.
The Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby acknowledged,
has and by these presents does }pant, bargain, sell, and convey unto the Grantee in fee simple, a one-fourth
(114) undivided interest in that real estate situated in WILSON COUNTY,NORTH CAROLINA, mA more
particularly described as follows:
DESCRIPTION SET FORTH in Exhibit or Schedule A attached hereto.
TO HAVE AND TO HOLD the aforesaid one-fourth (1I4) undivided interest in said real estate and all
privileges and appurtenances thereto belonging to the Grantee in fee simple.
AND the Grantor covenants with the Orantee that Grantor is seized of the premises in fee simple, has the right
to convey the same w fee simple, that title is marketable and free and clear of all encumbrances, and that
Grantor will warrant and defend the title against the lawful claims of all persons whomsoever, excW: i
i
i
1. County a valorem taxes for the current year. t
l
2. FasemerAs for roads, public rights of way, utilities, drainage, sight distances or other easements shown on
the public records.
t
Book: 2508 Page:9S5 5eq: i

QUM2508 RK956
111 TESTIMONY WHEREOF, each individual Grantor has hereunto set his or her hand and adopted
as his or her seal the word "SEAL" appearing beside: or near his or her signature, this sealed instrument being
executed as of the date first above written-
NORTH CAROL A
COUNTY OF► l �611I
_4_ .�. (SEAL)
David Leonidas Newsome
EAL.I
Latim Dian= Newsome.
Notary Public of the County and State aforesaid.
certify that DAVID LEONIDAS NEWSOMF. personally appeared before me this day and
acknowledged the execution of the foregoing instrument.
Witness my hand and official stamp or seal, this day '
2011/ �, IiAr�r4
Notary Public i k y
My Commission Expires:
(SEAL)
�3
NORTH CAROLt A ','•h'ry�+rii GO••
COUNTY OF ►' 156AI
t, i iV J 1�1�.v _ _ _ _ �, Notary Public of the County and State
aforesaid, certify that LAURA DIANNE NEWSOME personally appeared before me this day and
acknowledged the execution of the foregoing instrument -
Witness my hand and official stamp or seas, this L/ day otA
21114
Notary Public
My Commission Expires:
(SEAL)
Book: 2508 Page: 955 5eq: 2

RM2508 W11951
SCHEDULE A
Being all of that eeriain tract or parcel of land lying &W being in Wilson County, North Carolina
and more particularly describe$ as follows:
that cartain iot or parcel of tend situated in Black Creek Township, Wilson County,
North Carolina, and more parllcularty described as fo4uWs:
BEGINNIIYG at a maw w#h pointers, at John Jones tamer in the rand
(agretd cores bmween L. L. Newsome and W. F. & Mv7 L. Yelvertou)y
thence, with the path, N. 71.2 W. 214-5 lL, thwee N. 2.5 1-2 F.172 1-4 % to
paintzrs, an 7brner Swamp, thence with said swamp to Black Creek -to the
mouth of Aycark's Swamp; tbwce up AyeoWs Swamp to an Ash, at John
yonm' corner, tlwaK a S. 83 3-3 E. 200 It., with .Tones' Inc to tht beginning,
roab&"g 325 acres more or lean, and being the very go land covered by
the survey made by B. E. Beaman, an ilemmber 1 ]'y, 19Uti4 as ahawo by the
rap of that date.
BEING the itkatical property conveyed to W. F. & Mary L. Yelvenon by L.
L. Newsome and wdc, is deed dated May S, 1909 and recorded in Soak 81,
Pap 543 of the Wilson County HegWry.
Books 2508 Page; 955 Seq: 3

APPENDIX B

Wilson
County
North Carolina
wilson-co.com
February 25, 2021
Development Services
Mark M. Johnson, Director
2201 Miller Road. South I POB 1728 j Wilson, NC 27894-1728 1 Fax: [phone]
David L. Newsome
D&D Organic Farming, LLC
441 Buck Newsome Rd
Fremont, NC 27830
Subject: Zoning Compliance Letter — 3637-35-1432 (Pelt Rd)
To Whom It May Concern:
This letter is in response to a request to he provided with a "Zoning Compliance Letter" regarding the
Septic Treatment and Compost Facility operation site of D&D Organic Farming, LLC located on Pelt Rd in
Wilson County (PIN: 3637-35-1432).
The property is toned Agriculture Residential (AR). This operation is classified as the use type "Land
Application of Sludge" per Table 7-1 (Permitted Uses by District) of the Wilson County Unified
Development ordinance (UDO). "Land Application of Sludge" is a special use in the AR zoning district.
However, as indicated by the operator in the Compost facility Permit Application administered by the
NCDEQ (formerly NCDENR) Division of Waste Management - Solid Waste Section, the finished compost
product is for "Agricultural Farm Use for owner's use only" Based on this information and the property
being enrolled in the present -use value program with the Wilson County Tax Department, the operation
is incidental to a bona -fide farm and is therefore exempt from county zoning regulation in accordance
with G.S. 16OD-903.
Please be aware that if you start selling the compost product, the operation will no longer he exempt
from county zoning and you will be required to apply for a Special Use Permit.
If you need additional information or have any questions, please do not hesitate to contact me via email
at achalkend)w isc -c .ccr:i or by phone at [phone].
Respectfully,
Aaron Chalker
Planning and zoning Officer
Cc: Mark M. Johnson, MA, AICP, CFM, C70
Planning Inspections Geographic Information Transportation
252.399.2847 262.399.2965 252.399.2846 252.399,2817

APPENDIX C

� D&D Organic Farming, LLQ,
t 14, 2021
Legend North Carolina Floodplain Mapping Program
Panels
PoHticaIAreas
Stream C enterline
Cross Seotions
-T-rT r-r- Levee
Flood Hazard Areas
AE
Floodway (AE)
0.2 % Chance Annual Flood Hazard
Future Conditions 1%Annual Chance Flood Hazard

APPENDIX D

Environmental and Sall
Service, Inc.
April 20, 2021
Art Bamhardt
BDX Environmental, PLLC
11341 NC HWY 53 West
White Oak, NC 28399
P.O. Box 82
Pinelops, N.0 27864
Office [phone]
Cell [phone]
Email- [e-mail]
ESS
Subject Sail borings and site assessment for determination of seasonal high-water table.
D&D Organic Farming LLC Project located at the intersection of Jaycross Road and Pelt
Road, Wilson County, NC (PIN 3637-354432.0DO)
Dear Arty
As requested, FSS has conducted hand auger soil borings in the proposed composting site as specified on the
site plan submitted to ESS (Figure 1)_ The purpose of the soil borings was to determine the depth to the
apparent seasonal high-water table (SHWT).
General Site Information
The site was located at latitude 35.595349 and longitude-77.880111 and was visited by ESS on April 10, 2021.
The site bordered Jaycross Road and Pelt Road. The project area consisted of approximately 17 acres of open
agricultural field (Figure 1). Slopes ranged from 1 to 4% in the immediate area.
Seasonat High Water Table Determination (SHWT
The depth to the SHWT was determined by observing the presence of chroma 2 or less soil color (Mansell
Color Chart), which typically indicates soil saturation for periods long enough to cause reducing conditions that
aid in the formation of chroma 2 soil color either as a matrix color or as mottles. In some cases, actual depth of
static groundwater on the day of the investigation was used to assist In the determination.
A series of five (5) soil boring was conducted (Figure 2). The following soil descriptions were recorded at the
time the soil borings were conducted.
Soil Description
Soil Boring 1 (131)
Ap - 0 to10 inches; olive brown (2.5Y 413) sandy loam; very friable, granular structure.
E - 10 to 23 inches; light olive brown (2.5Y 514) sandy loam; very friable. weak subangular
blocky structure.
Btl - 23 to 30 inches; dark yellowish brown (1 OYR 416) sandy clay loam; friable; weak subangular blocky
structure.
131:2- 30 to 48 inches; yellowish brown (10YR 518) sandy loamisandy clay loam, very friable; weak subangular
blocky structure.
Bt3- 45 to 60 inches: yellowish brown (10YR 5/6) sandy clay loam.- common fine and medium distinct, red
(2.5YR 518) mo03es, weak subangular blocky structure.
SHWT at 131 = greater than 60 inches below soil surface

■ Rage 2 April 20, 2021
Soil Boring 2 (82)
Ap - 0 to 8 inches; dads gray brown (2.5Y 412) sandy loam; very friable; granular structure.
E - 8 to 17 inches, light yellowish brown (2.5Y 613) sandy loam; very triable; granular structure.
80- 17 to 20 inches, light olive brown (2.5Y 514) sandy clay loam; few fine distinct strong brown (7.5YR 518)
mottles; friable; weak subangular blocky structure.
W- 20 to 30 inches, yellowish brown (1 OYR 514) sandy clay loam; common fine and medium distinct, strong
brown (7.5 518) monies. slightly sticky, slightly plastic; friable to firm, weak subangular blocky structure-
6 - 30 to 36 inches; yellowish brown tIOYR 514) sanity clay loam, common medium distinct, light brownish
grey 0OYR 612) and strong brown (7.5 518) mottles, friable; weak subangular blocky structure.
Bt4 - 36 to 42 inches, mottled matrix - yellowish brown (1OYR 514), tight brownish grey (1OYR 612), strong brown
(7.5 518) sandy clay loam, weak subangular blocky structure
SHWT at B2 = 30 inches below soil surface
Soil Boring 3 (83)
Ap- 0 to 10 inches, brown (1DYR 513) sandy loam, very friable, granular structure.
E - 10 to 15 inches, light yellowish brown (2.5Y 6/4) sandy loam; very friable, weak subangular blocky structure
Btl- 15 to 24 inches; strong brown (7.5YR 416) sandy clay loam, friable; weak subangular blocky structure.
Bt2- 24 to 50 inches; yellowish brown (1 OYR 518) sandy loam to sandy clay loam; frable, weak subangular
blocky structure.
Bt3- 50 to 60 inches; yellowish brown (1 OYR 518) sandy clay loam; common fine and medium distinct, red
(2.5YR 418) mottles; friable; weak subangular blocky structure.
SHWT at B3 = greater than 60 inches below soil surface
Soil Boring 4 (B4)
Ap- 0 to 8 inches; olive brown (2,5Y 413) sandy loam; very frable; granular structure.
E - 8 to 22 inches; light olive brown (2.5Y 514) sandy foam; very friable; weak subangular
blocky structure-
Btl - 22 to 28 inches; dark yellowish brown (I OYR 416) sandy clay loam, friable; weals subangular blocky
structure.
Bt2- 28 to 56 inches; yellowish brown (1 OYR 518) sandy clay loam, friable, weak subangular blocky structure
St3- 56 to 60 inches, yellowish brown (1 OYR 518) sandy clay loam common fine and medium distinct, red
(2.5YR 418) mottles; friable, weak subangular blocky structure.
SHWT at B4 = greater than 60 inches below soil surface
Soil Boring 5 (85)
Ap - 0 to 11 inches, olive brown (2.5Y 413) sandy loarn, very friable, granular structure.
E - 11 to 28 inches. light yellowish brown (2.5Y 614) sandy loam; very friable. weak subangular
blocky structure.
Btl- 28 to 36 inches; dark yellowish brown (10YR 416) sandy clay loam; Triable; weak subangular blocky
structure.
Bt2- 36 to 60 inches, yellowish brown (1OYR 518) sandy loam to sandy clay loam, friable, weak subangular
blocky structure.
SHWT at B4 = greater than 660 inches below soil surface
Based on soil characteristics the depth to the apparent SHWT would be greater than 60 inches below the soil
surface at 81, 133,134, 135 and B6. The apparent SHVIrf at B2 would be 30 below the existing soil surface.

s Page 3
April 20, 2021
Conclusions
The soils found at the soil were most like the Wagram and Goldsboro soil series. Wagram soils are somewhat
excessively drained, moderately permeable soils that formed in marine and fluvial sediment of the Coastal Plain.
Goldsboro soils are moderately well drained, moderately permeable soils found on uplands and sideslopes of
the Coastal Plains. The depth to the SHWT in Wagram soils typically are greater than 50 inches during the
months of January to March. The depth to the SHWT in Goldsboro soils typically ranges from 24 to 36 inches
during the months of January to March
Based solely on soil characteristics and redoximorphic features, the depth to the SHWT would be between 30
and greater than 60 inches below the surface in the general area of the proposed the composting facility. Figure
2 shows areas that would be made up of Wagram and Goldsboro soils.
If you have any questions or if I can be of further assistance please give me a call at 252-531-3471.
Respectfully Submitted,
Scott Stone
Licensed Soil Scientist
IV0RTN C

CCCCCC�N
k
D&D Organic �R
0 220 440 880 Feet
Draft Layout ! I I I l < < I I Date Saved: 1117/2021 1:58:17 PM
Figure 1

c rrre rfrrrr. r rrrrrrrr rrrrrrrrrrrrri rrrrrrr - -
e
Goldsboro Soils
o Wagram Soils
High Stew By4'ass ' i ' •
v 9 .. �1
Wa ram Soils
a -
o ,
LeveE Spreader
1 2 Vegitated TreatmerrtAreas
180 x75 each '� ■
L L Approximate Property Line o Soil Boring Location
PIN: 3637-35-1432.000 Wilson County, NC
EJ§S Client: Art Barnhardt, D&D Organic Farming Site
Max,,w, Micraxoft, fi<ri Cotnrnunity Mars Contributors, City of Goldsboro, State of North Carolina
DOT, Esri, 1-113RE, Garnvn, SaWraph, INCREMENT P, MF171/NASA, USG.S EPA, NITS, US �' � V j>'� 0(1�
Environmental and Soil Service Inc Ceneos Mmm, USIA
P.O Box 82
Pinetops, NC 27864 Figure 2
A
00 `! from P!L
N
Feet
200 400

APPENDIX E

5eptage-23,000+/- gal/day
Decant
Bar Screening
Holding Tanks
j Receiving
r
Bulking Material-
19.5+/- tons/day
Lime Addition>pH12 water
Dewater
Lime=pH7 & Polymer Addition
Storage Area
- Solids
Mixing
Windrow!
i
Curing
670- Spray Irrigation
❑&D Organic Farming Composting Process Flaw (wl Proposed New VoIurnes)
- Land Application

APPENDIX F

D&D Septic, LLC
Permit (98-08) (00953)
Hours of Operation
Monday -Friday 7am-5pm
(Some) Saturdays 7am-12pm
EMERGENCY NUMBERS
David Newsome 252-206-6802
Daniel Newsome 919-,920-0368
Office 919-242-3751

Feedstocks Accepted are:
Land clearing/yard waste
(only feedstock accepted from general public)
Woodchips
Hay
Tobacco dust
Grease trap waste
Septic waste
ONLY Residuals Accepted are:
Clear liquid/dry solid from D&D Septic
No hazardous, asbestos or medical
waste will be accepted on this site!

APPENDIX G

.._ _r>.. ram'•.' rs-�-�•^ - •,. .=ry iy '.d
f
r, ■ -
■
,Advanced Drum Unique Watering/ Hydraulically Exceptional
Design lnoculant System Retractable Re;iabii'ity, Law
* Variable drum ■ Moisten and inocu- Drum Muir;tend nce
speed late as you turn Lifts completely • Simple design
Maximum aeration, ■ Even and thorough out of the row in requires little
CO2 release application seconds daily rnainte-
Peaks windrow ■ Prevents water .ocks in place for nonce
naturally runoff and pooling safe transport ■ Heavy-duty
a Superior blending ■ Allows windrow tubular steel
inspection construction
■ Easy exit from " Egpert cra-hs-
windrow manship
adels i :lude: PT 7 20 (1 G-foot){ ? 7-• 130 (,,7 -frot) �,.ndf 7 70 (14-foot)
Midwest Bin-Syster-ns 28933-35 E St. N Tampico, IL 61253
'� [phone] a www.rn'Jwestbiosysterns.corn

Aeromas-'%! `r FTY} 1.5re3vies Pull Type Cannp. ra%,s LA urners
Fhe Competitive Edge...
.he odvnnred drum design lures
rnate(io6 -)utside in and inside out to
provide superior blending, aeration
and M3 release. The variobie 1-5O-
'2lt7 RPM drurrr speed erasures
fki xibilily M 1•,lcndin9 new rows grid
building crumb structure. With an
open hood the drum design naturally
Fauns n peaked wiridrow.
The Iirl (141C water earl inoculeriori Sysrrm
rsmures even rrrrustVra r0 Vef;rr+pflrt;C6 px tnL
wrewr rnmes ilsmugh the windraw.
Windrow sire varies with turner
ITlodpl. Aeromoster mod* -Is process
irom 1,000 to 2,300 cubic yards per
lluul. lhl .. 1-iydrouli. rally adjusiohlr
mar axle adiusis on -the -go b" up or
dawn for optimuln drum heigitl when
mvvLr:g Ihraupii Ihr wincir(rw Crintnrt
MidwW ,t $io-Syslerns ar your
outhoriced dealer for ossisltance ili
c �aosln.I the model tlial is the ht-s-1
your operation
Other Features,
• deaJy-•duty construction, -- Tubcrini
steel IrcrT)t- mrCns low ri cimerionce
c'Jupled Wilk oxceptional rrfliobiIity.
^ Drivclirrr; :"IfO.y AUlafr,atic d0ch
PTO drlveline prott6on.
. ■ (Im-mein operation Atuole, f,fend,
wo;er ±:nd uzvci.In a rail 1 -1 aric pjss.
The rnechanical watering and
inoculation syalem with walcr murr;hold
011cl spray nozzles assures even
r'noisture to every particle os tlie turner
moves ihmirgh thr. row_ Turner water
systern with can) -luck hose lilting is
r'cody for quick otiachrnent to the
Acro►nasler Water Tank and Trailer unit
of your Chaice. Tf•ie converiien a of
eacfdireg Wrcter as the row is turned
assures sufficient mpiSture for maximUfr►
biological aclivily and material bwak-
down.
This process also eadiicos watr-r
waste, rninirnlAn0 runoff and pocilmq-
The System imludes four Sets of
nozzle inserts for maxi mum control
ores lice quantity of water opplicd.
The retractable drum osserr *
Ilyd►uulitully lifts out of Me windrow
in seconds at any time. This unique
feature allows the operator to view
the windrow strcirt+cotion pnci insperi
the profile of windrow. Should wirid row
erudition% or rather priorities require an
early exit from the windrow, the verticul
lift feature rnAas it quick and easy_ The
hydraulic ram safety valve providos
protection from hood movement and
safety Iniches lock thD hood in ver-titol
posilion for tran4porl
The operator can adjust the drum
height, wiclr ,he l-,Vdroulicrally control Ied
trailer axle and the outrigger jock IQ
nlinImi-zP the onoer0bic inJyer at the
botlorn of M" wirldrow.
Tractor Requirements
• 80 - 170 horsepower
• 540 power iakeoli (PTO)
r Creeper gear or hydroslolic drive flo
allow for 0.2 rnpiv or t0 feet per
rninute of travel at rated PTO speed]
• Two scls of rerrmoie hydraulic vulle3b
A third net cif hydraulic (M luIs wills
free re'lur'n re-quirod for optipnnl
ilMrci+Inc Witel plump
Also from :f;ldwz__fi Bio-
..Yv Ae ►rls.. .
Advanced Composting Products
grid Services
• ACS Compost workshops
• Compost Microbial luvculonl�,
• Compoo {duality & FeecWcrck
Laboratory Analysis
• Test In51'rumunis
• Fab6c Covers
Aeromaster Compost Prodvct;oh
Equipment
• Self -Propelled
• Tractor Pulled
Sustairtabie Balanced Soil Fertildy
System
• Chemical and mirrnbMiogicol
inbolcitury anolysis
InterpretaljoiI of lab unolys+s
Ferlikly programming
Liquid rriic'rnbiat inoculanis, food
sources, and nutrients
• lea Power Pro ducls - - For the
produelon of +high rl,iality
agri Culturally effective campo.'4 lcrr
E_ T
The rirufrr assembly can be (Aged compiet_-1•
civi of the wirrdrslw.
=, f Midwest 8ia-Systems a 28933-35 E St. - Tampico, it 61283
�fr (815) .I38-7200 . wwvr.midw biasystcl-ns.cgrn

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,A .1 Y.odl i I- ,I: U;., %11.1 LOP 1. is AL v 4. ". ;VP en i,. -, 1. t-I c 117 I'l i,::l tIf- k. L"14 AJ.IT' 0 TFI F' _ M P4 V' U F;W.
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"P,- r -0 jfttvrpljL•? rfa P'O t! 11; v 1 :Ig,
Low Fuel Consumption!
!L;IIVq J.P4't 0 of PC,
; I ! 1-4 1 1 V
010
L I
!Aj
j
FWx We for Roughage and Grahis
Improved Dischww
11 r v
r:k
Rugged and Durable
Secure, but AccesOft

APPENDIX H

WQC pik f:
1
' AGRICULTURAL MACHINERY HAZARDS
sIl�
FARM The very fact that agriculturai machinery uses tremendous power to do work
SAFETYmakes its operation a potential hazard for both the operator and bystanders.
ASSOCIATION Even though manufacturers try to ensure that their machinery is as safe as
passible, the nature of some work creates inherent hazards, which cannot be
removed. Most accidents with agricultural machinery can be attributed to
human error.
In many cases the operator forgot something, tools a shortcut or a risk, ignored a warning,
wasn't paying close attention or failed to follow safety rules, Accidents with farm machinery
can be crippling or even fatal, It is important to recognize and be alert to possible hazards and
to take precautions to avoid injury.
There are many different kinds of agricultural machinery --mowers, tractors, shredders,
harvesters, grinders, blowers, augers, balers, etc. ---but they all have similar characteristics
and similar hazards. You can be cut, crushed, pulled in or struck by an object thrown by
these machines.
They can have cutting edges, gears, and chains, revolving shafts, rotating blades, levers
and similar hazards. You can also be injured if you fall while working on or near any of
these machines.
Some machine parts cannot be completely shielded in order to do their job. For instance, a
cutting blade cannot be totally enclosed, or it could not cut. Operators remove guards for
maintenance and often they don't get replaced. This creates a potentially dangerous situation.
Most agricultural machines have similar or common components to do their work. A basic
understanding of these and the hazards they pose will heighten your safety awareness and
prevent injury.
SHEAR POINTS
Shear points are created when the edges of two objects are moved closely enough together to
cut a soft material, as in the case of a pair of shears or an auger.
Cutting points are created when a single object moves forcefully or rapidly enough to cut, as in
the case of a sickle blade.
Both shear and cutting points are created on machinery designed to cut, as in harvesters, and
on those that are not designed to cut, as in an auger. They are hazards because of their
cutting force, and because they often move so rapidly that they may not be visible. It can be
easy to forget that they are operating.
Because some cutting and shearing points cannot be guarded, it is important to be aware of
the hazard and to be especially alert when they are operating. It is also important to warn
others and to Took out for their safety, because of the danger of thrown objects while using
cutting -type equipment.

PINCH POINTS
Pinch points are formed when two rotating objects move together and at least one of them
moves in a circle. For example, the point at which a belt runs onto a pulley is a pinch point_
Belt drives, chain drives and gear drives are other sources of pinch points in power
transmission devices. Feed rolls, gathering chains and similar equipment to draw crops into
the machine also create pinch points.
Fingers, hands and feet can be caught directly in pinch points, of they may be drawn into the
pinch points by loose clothing that becomes entangled. Contact may be made by just brushing
against unshielded parts or by falling against there.
You can become entangled in pinch points if you take chances and reach over or work
near rotating parts. Machines move too Fast to get out of a pinch point once you become
caught in it.
To avoid injury from pinch points, be aware of the areas where pinch points occur and avoid
them. Wear clothing that fits well and is not loose or floppy. Never reach over or work near
rotating parts. Turn off machinery to work on it_ Always replace shields if you must remove
them for maintenance.
WRAP POINTS
Rotating shafts are the most common source of wrap point accidents, although any exposed
machine part that rotates can be a wrap point. A cuff, sleeve, pant leg or just a thread can
catch on a rotating part and result in serious injury. Entanglement with a wrap point can pull
you into the machine, or clothing may become so tightly wrapped that you are crushed or
suffocated. In other cases, you could be thrown off balance and fall into other machine parts.
Even a perfectly round shaft can be a hazard if there is enough pressure to hold clothing
against the shaft. Shafts that are not round increase the hazard significantly. Clothing is more
likely to catch if there is a little mud or dried manure, or a nick on the shaft. Ends of shafts that
protrude beyond bearings are also dangerous. Universal joints, keys and fastening devices
can also snag clothing.
Check all equipment for potential wrap points, and shield those that can be shielded. Place
warnings on those that cannot be covered, or paint them a bright color, perhaps with wide
stripes. Be aware of wrap points and be alert to their danger.
CRUSH POINTS
Crush points are created when two objects move toward each other or one object moves
toward a stationary one. For example, hitching tractors to implements may create a potential
crush point.
Failure to block up equipment safely can result in a fatal crushing injury. A jack may slip, a
hose or overhead support may break, or the equipment may roll. Be sure to take extra
precautions when working with machinery that is raised for any reason-
2

Crushing injuries most commonly occur to fingers that are crushed at the hitching point. Wait
until the tractor has stopped before stepping into the hitching position.
If possible arrange the hitch point so that the tractor can be backed into position without
anyone between. Always know what the other person is doing.
The head or chest of an operator may be crushed between the equipment and a low beam or
other part of a building. Usually, these accidents occur when operating the machine in reverse
Tree limbs are also potential hazards when working with tractors and other machinery.
To prevent being crushed or pinned. first, recognize the potentially dangerous situations, them,
avoid them whenever possible.
Block all machinery securely if you must work under it. If an implement can roll freely, block its
wheels so it cannot roll.
FREE -WHEELING PARTS
Many machine parts continue to spin after the power is shut off_ Examples of this are cutter
heads of forage harvesters, hammier mills of feed grinders, rotary mower blades, Fans,
flywheels, etc.
Never touch these parts until they have stopped moving completely. This may take as long as
several minutes_
SPRINGS
Springs are commonly used to help lift equipment such as shock absorbers, and to keep belts
tight and may harbour potentially dangerous stored energy. Springs under compression will
expand with great force when released, and springs that are stretched will contract rapidly
when released.
Know what direction a spring will move and how it might affect other machine parts when
released. and stay out of its path.
HYDRAULIC SYSTEMS
Hydraulic systems store considerable energy. They lift implements, such as plows, change the
position of implement components, such as a combine header or bulldozer blade, operate
hydraulic motors and assist in steering and braking.
Careless servicing, adjustment or replacement of parts can result in serious injury. High-
pressure blasts of hydraulic oil can injure eyes or other body parts by burning or penetrating
the tissue due to the liquid being hot. Leaks are a serious hazard.
Never inspect hydraulic hoses with your hands because a fine jet of hydraulic fluid can pierce
the skin- Jet streams from even pinhole leaks can penetrate flesh. Get medical attention
quickly, or you could lose that part of the body that was injected.
3

Use a piece of cardboard to test the loose for leaks. Before attempting any service on hydraulic
systems, shut off the engine, which powers the hydraulic pump.
Lower the implement to the ground and relieve the pressure_ Follow the instructions in your
operator's manual, because the specific procedures for servicing the systems are very
important to your safety.
PULL -IN POINTS
Pull -in points usually occur when someone tries to remove plant material or other obstacles
that have become stuck in feed rolls or other machinery parts. Always shut off the power
before attempting to clear plugged equipment
The information and recommendations contained in this publication are believed to be reliable and representative
of contemporary expert opinion on the subject material. The Farm Safety Association Inc. does not guarantee
absolute accuracy or sufficiency of subject material, nor can it accept responsibility for health and safety
recommendations that may have been omitted due to particular and exceptional conditions and circumstances.
Copyright & Farm Safety Association Inc.
101-75 Farquhar street, Guelph, Oman❑ rd1H 3N4
[phone]
4

APPENDIX
L-.
L�l

Dctotrer 27, 2021
Gordon Deno, Director
Wilson County Emergency Management
1817 Glendale Dr.
Wilson, NC 27893
Art Barnhardt
BDX Environmental, PLLC
11341 NC 53 West
White Oak, NC 28399
SUBJECT: Large Type 3 Solid Waste Compost Facility
Permit No. 9810-Compost-2016
D&D Organic Farming, LLC
7984 Pelt Road
Stantonsburg, Wilson County
Mr. Deno:
The subject facility is a local business within. Wilson County in the Stantonsburg, Fire District. ne
facility is permitted and regulated by the NC DEQ Division of Waste Management. It is time for permit
renewal with the State, and one of the requirements is to document that the local fire protection entity has
been notified of the site use as a Composting Facility. Based on our telephone conversation on 10/27/2021,
I am providing you with this cover letter, a site map of the facility, contact information and physical address,
Please forward to the necessary individuals) within the County and the Stantonsburg Fire Department.
Contacts:
David Newsome. 252-206-6902 (c) 919-242-3751 (o)
Daniel Newsome: 919-920-0368 (c)
Phvsical Address:
D&D Organic Farming, LLC
7984 Pelt Road
Stantonsburg, Wilson County
Mailing Address:
D&D Organic Farming, LLC
441 Buck Newsome Rd.
Fremont, NC 27830
Please contact Art Barnhardt (910-549-5243) with any questions regarding this notification.
Res ec 'lily,
ep en A. . arnhardt
I I P a g e

Existing Bulking Material
'- 0.31 Acres --
Existing
Ni Windrow Pad a �'
4A.
2-21 Acres
• Existing #2 Windrow Pad
0-23 Acres
w.
� era ,,,, •y; st
.�w
we
Imposed #5 Windrow Pad
2.33 Acres
T
ti
Proposed Windrow Pad #�
4 71 Acres
• Existing #3 Windrow Pa
t 43Acres
Proposed Bulking Matedal
0.53 Acres
Proposed #4 Windrow Pad
,43 Acres
Figure 2 ❑&D Organic Farming, LLB' 0 250 500 1,000 Feet

APPENDIX J

Odor Control Plan
D&D Organic Farming, LLC
7984 Pelt Road 5tantonsburg, NC 27883
1. Map identifying all onsite potential odor sources: See Figure 1.
2. Onsite weather conditions that may affect odor: Several characteristics of the of the site
were evaluated, such as prevailing wind direction, topography, and seasonal variations.
To identify the prevailing wind direction, weather data generated at the Rocky Mount -Wilson
Airport was selected to closely represent site conditions. A Windrose diagram is included to
display the result of the past 20 years of data collection for the wind metric. As can be seen,
wind can come from any direction, but the average direction is from 290 degrees or 20 degrees
north of due west. if odor sources were present during average conditions, the odor would
migrate toward the east, which is sparsely populated with the closest occupied structure 8,200
feet down wind. Pelt road is approximately 100 feet downwind from some of the potential
odor sources, so any traffic along the road may be exposed to odor, if present. Seasonal
variations in wind direction do occur. According to the State Climate Office, prevailing wind direction is
from the southwest for 10 months per year and from the northeast during September and October.
Wind direction from the northeast could carry odor, if present, into a residential area along the south
border of the site along laycross Road.
Wind Rose for Rocky Mount -Wilson Regional Airport (KRWI)
Oct. 1, 2000 to Mar. 22, 2021
N
i
Averapk Wmd Swec
5? rfph I
i
Av raga Wwd fL+ =q
?9tl Aegrees
Wlnd Speed ( mph )
22«
rr
16 22
11-16
n
5
7.1 1
� 4-T
5 � 1
l 5 0.q
5 5
5 1
I 1
---------- __ E
r I
I tl
_ e f
.1 1
♦ I � l
r ,
r
5 �f;
r
1
v
5 We Wurh Wind Spree
5 42 58 mph
Direction of ►5a rrmum Wind
Is'Ot w"s

Topographically, the site exhibits the most prominent relief on the west and east sides of the
facility. As it relates to odor, topographic low areas commonly experience thermal inversions
where dense cool air settles into lower elevations during the night. This condition can cause
odors to concentrate in these denser air masses. if odors were present, the low elevation areas
adjacent to the site are broad stream corridors that contain no residential structures.
3. Monitoring Odor: Odor monitoring ac4ur5 on a continual basis at this facility. Someone is at
the facility for several hours everyday the facility is open for business to receive feed stock for
the operation. The areas around the receiving/solids separation unit and bulking feedstock area
can easily be monitored for unusual odors on a frequent enough basis to take necessary
preemptive corrective action to control this source area.
Likewise, the compost windrow areas are monitored frequently as well. Once every 3 days the
windrows are required to be aerated by a turner and temperature is checked daily during the
initial 15-day period as the compost begins to mature. If any individual windrow within the
controlled composting process is not functioning as required, corrective action is taken to bring
the compost zone back into balance. Monitoring for these conditions is critical in preventing
odor.
4. Odor complaint protocol and record retention procedures: From the beginning of operation in
2015 to present, no odor complaints have been received by the facility. Properly controlled
composting does not create objectional odors. However, if D&D receives a future complaint.
described below are the process steps for response.
An odor complaint is received by D&D from someone that has experienced what they perceive
to be an objectional odor. Any written or verbal method of communicating the complaint is
acceptable. The person filing the complaint should provide the date, time, their location when
they experienced the odor and a description of the odor (what the odor smelled like and
strength on a 1-10 scale).
Step 1: Odor Detail section of the facility Complaint Form is completed by D&D staff or
complainant.
Step 2: A member of D&D staff promptly visits the complaint location if odor is currently
occurring. If the complaint relates to a previous date and the odor is no longer evident, D&D
staff will check potential odor sources for any observable problems.
Step 3. Upon arrival at the complaint location or during on -site potential odor source
inspection, ❑&D staff member completes the response section of the Complaint Form.
Step 4: If D&D staff determines if complaint is verifiable, corrective action will be conducted as
soon as possible. The details of the corrective action taken will be recorded on the Complaint
Form. Upon completion, the Complaint Form will be filed at the D&D Business Office.
Step 5: If the complaint is not verifiable, the Form is so noted and is filed at the D&D office

5. Odor control design and operating best management practices to be used onsite:
a. Personnel Training
David 1, Newsome and Daniel L. Newsome are co -owners and co -managers of this site_
They have met and exceeded training qualifications to operate this site in a safe and
productive manner. One additional employee is needed to assist with facility operations. The
three staff work together every day so training along with perfecting operational techniques
occur during the normal course of the workday. D&D maintains an up-to-date Operations and
Maintenance Manual to always refer to for proper procedures.
b. Feedstock characteristics
D&D Organic Farming, LLC accepts these items as feedstocks for the process of turning waste
into a usable product of compost material. Woodchips are brought to the facility by The City of
Wilson and local landscaping/tree trimming companies. Land clearing
debris and yard waste are brought to the facility by the Town of Fremont and
sometimes by the public such as local landscaping companies or an individual
cleaning their yard. Hay is brought to the facility by local farmers. Tobacco dust, which
is generated from the processing of tobacco, is brought to the facility by Craven Ag.
Grease trap waste and septic waste is brought to the facility by various companies,
mostly in the eastern part of the state. These companies pump grease trap waste from
restaurants and schools, and septic waste from individual houses. Solids liquid separation of
septic and grease trap waste generates the dewatered septage. This occurs through the process
of mixing lime for pathogen reduction, polymer addition followed by ❑ & D. LLC Design of
Hydraulic Type Dewatering Box for enhanced solids removal. Some of the water is added to
compost windrows as needed to maintain proper moisture content, the remainder is spray
irrigated.
c. Initial mixing of feedstocks to reach targeted carbon to nitrogen (C:N) ratios and
moisture levels.
Raw Material
% Nitrogen
CA Ratio
�% Moisture Content
Dewatered Septage
3
12:1
70
Dewatered FOG
GIN Trash/Cotton Waste
0.24
442:1
40
Ground Yard Waste
0.9
60:1
38
Hardwood Sawdust
0.9
560:1
10
Land Clearing Debris
0.9
560:1
15
Sawdust Bedding
0.9
640:1
25
Tobacco Dust
1.10
40:1
15
information taken from "On -Farm Corn posting Handbook." Facility goal i5 an initial 30:1 C:N
ratio with a +/- 75% moisture content. The material is mixed at a 1:1 ratio.

d. Procedure for handling incoming odorous feedstocks, to include prompt mixing of the
waste with carbon material
No particularly odorous feedstock is received. The septage and FOG are unloaded into one of
two vats, then it enters the lime stabilization and solid/liquid separation process within one day
of arrival. Therefore, prolonged exposure to air, potentially causing foul odors, is averted by the
handling process.
e. Maintenance of compost piles for moisture
A honey wagon is used in conjunction with the windrow compost turner. Water is added as
needed to maintain the proper moisture content. As the windrows are being turned water is
added at the same time.
f. Aeration methods, frequency, and protocol
The facility utilizes an Aeromaster PT-130 11 ft. Pull Type Compost Turner to mix the compost
windrows. Once the correct C:N Ratio and moisture content are reached, the compost is turned
every third day for 15 days and a temperature of 131 degrees is maintained_
g. leachate and liquids management
The liquids from the septage are utilize in two ways. Some is added to the compost windrows as
need to maintain the correct moisture content. The remainder is land applied through spray
irrigation under Permit No. SkAS 98-0$.
Leachate in the form of stormwater can be generated during rainfall events. The stormwater is
directed to level spreaders that distribute the water over vegetated treatment areas under an
Individual NPDE5 Permit.
h. Weather monitoring and protocol
The site is extremely well drained due to its topographic position between two well developed
drainage basins. As such, it can handle rainfall events very well. From past observations, it takes
two or more inches of rainfall over a short period of time to created site conditions that cause
operational concern. if facility wetness impacts operations, the facility ceases accepting septage
from its customers. Other weather conditions do not limit the facility's operational status.

i. Management of airborne emissions
Airborne emissions are controlled by the application of water on the windrow as they are being
turned. In the unlikely event that, objectionable odor is occurring from some of the compost
windrows, the facility has ample mature compost on hand to blanket the areas of concern and
abate the odor.

A �
Receiving & Solids Separation ,
0.024244ACre5 ,
Existing bulking Material
0.317694Acrea
Existing #1 Windrow Pad
2.210854Acres
Existing #2 Windrow Pad
D&D Organic Farming, LLC 0.239732Acres
325 Acre Tract Existing #3 Windrow Pad
1-436148Acres � r
L
Proposed Windrow Pad #6
0.71670BAcres
Proposed Bulking Material
0.538356Acres
Proposed #4 Windrow Pad
2-435758Acres
Proposed 45 Windrow Pad
2.337825Acres
MOWN
- —500 ft Buffer
---100 ft Buffer
Legend
a = Set Back Line
Odor Sources
0 Proposed Windro Pad #6
Name
Existing #1 Windrow Pad
Existing #2 Windrow Pad
Existing #3 Windrow Pad
Existing Bulking Material
Proposed #4 Windrow Pad
Proposed #5 Windrow Pad
Proposed Bulking Material
Receiving & Solids Separation
❑DFIroperty
D&D Organic Farming, LLC
Figure � 0 305
610 1,220 Feet

APPENDIX K

N
Q
D&D Organic Farming, LLC
a
,°
u
U
Financial Assurance Itimired
x
N
—
3
Cost Estimate for Closure
o
ULM
o
a
4
..
❑
,n
yn
0
C
p
Q
G
G
G
M
Compost in Windrows(tons)
$0-31.5/ton
2903
440
29.2
$88,000.00
$91,444.50
$179,444.50
$89,000,00
No Tip Fee, Used for LF cover
Bulking material (tons)
$0-31.5/ton
848
129
29.2
$25,800,00
$26,712M
$52,512.00
$25,800,00
No Tip Fee, Used for LF cover
Primary treated water in tanks(gats)
.06 /gal
75,000
15
12
$5,400,00
$4,500.00
$9,900.00
$0.00
WW Applied prior to closure
5eptage soiids(tons)
31,50/ton
12
3
29.2
$600.00
$378.00
$978.00
$978.00
5tormwater Samples (2 events)
390
2
$780.00
$780.00
Nutrient Soil Sampling (2 events)
500
2
$1,000.00
$1,000.00
Minor Site Grading (1 event)
500
1
$500.00
$500.00
Rescind Permits (1 event)
500
2
$1,000,00
$1,000.00
Post -Closure Care
Re-establish Agricultural Crop
Rotation to Site
0
Corective Action
None anticipated
0
Potiential Assessment &
Corrective Program
None anticipated
0
$246,114.50
$118.058.00

APPENDIX L

D&D Organic Farming, LLC
Individual NPDES Stormwater
Permit Application Package
Large Type III Compost Facility
Fremont, NC
August 6, 2021

Delegation of
Signature Authority
Form

I
L
_
NC Department of Environmental Quality
L_
Division of Energy, Mineral and Land Resources
4
hv�+rV,La�tl.u:a
Enr+rvru"11 for QvaUtr
Stormwater Permit Delegation of Signature Authority Form
Directions are in red-
t -
This form shall he used to delegate siginafure authority fr m the permit Owner (Permittee) to
another party. Only the Responsible official defined below may submit permit applications and
reports required by the permit (such as Data Monitoring Reports and Annual Reports) unfit this
form is completed and submitted to the ❑+EAXR Stormwater Program. Please note that delegating
signature authority does not relieve the Permit Owner from the responsibility for permit
compliance.
t—
The permit Owner is the legal entity to which/whom a permit has been issued, and may be an individual
or an organizafiori such as a company or government agency. Every Owner is tegilired to have a
t
Responsible Official who meets the legal signature authority requirements in 40�FR 122 22. summarized
below.
L
■ For a corporation, the Responsible Official shall be a president, secretary. treasurer, or vice-
president in charge of a principal business function. or another individual who performs similar
functions for the corporation, or the manager of one or more manufacturing. production. or operating
facilities who is authorized to make management decisions about the facility operation.
• For a partnership or sole proprietorship. the Responsible Qfficial shall be a general partner or fhe
L_.
proprietor, respectively. or
For a municipality. State, Federal, or other public agency the Responsible Official shall be either a
pnnclpal executive officer [CitylCaunty Managed or ranking elected official (Mayor]
,Even if delegated signatory authority has been delegated to anolhef individual, the Responsible Official
retains responsibility for compliance with permit conditions
Permittee:
David Newsome, D&ID Organic Farming, LLC
E Permit Number:
'New
Responsible Official Titte;
- - -
Owner —
V
!Email Address:
_ _ -�
nieinewsomeg3fi$@grnail.com Phone: 52-206-fiB02 i
Mailing Address:
tl Buck Newsome Road
City,
City,
Fremont State: IINC zip: !27830
_J��emon
V
Stormwater Delegation of Signature Authority Form
Page 1
L.

A. Persons to Receive Signatory Authority
The sHYr7Nr_r e U. i.," udrsons lisled below indicates their acceptance of s,gnsfory atilhorify
Delegated Party Name: Stephen A. Barnhardt
Delegated Party Title: ConsultantT_
j Delegated Party Organization: 60x Environmentai,
Email Address: [e-mail] Phvne: �91-�49-52#S
Mailing Address: ji 1341 NC Hwy 53 West
City: jWite oak I State:_ LC Zip:- -28399
Signature of Delegated Party indicatin
± acceptance of Signatory Authority:
Date: 3- Z u 7- d
Delegated Party Nam_e:~
Delegated Party Title:
Delegated Party Organization:
Email Address:
j Mailing Address:
� City, --- -
1 Signature of Delegated Party indicating
I acceptance of Signatory Authority.
I Date:
_ _ I
T� 'hone — —
State: i Zip:
i Delegated Party Name:
Delegated Party Title:
Delegated Party Organization:
i Email Address: — — Phone:
Mailing Address: _ ''
j City: — -- 1 - — �- 1 State: f zip:
Signature of Delegated Party indicating
acceptance of Signatory Authority:
i hate
1 Delegated Party Name:
Delegated Party Title:
I Delegated Party Organization:
_Email Andress: - - — - -
Mailing Address:
City:
Sigrsaluro of Delegated Party Indicating
eccaplanca of Signatory Authority:
Date:
— e one, — - -- —
State: Zip:
Stormwater Permit Delegation of Signatory Authority Form
Page 2

R. Responsible Official Signature
The Responsible Official, as identified in accordance with 40 CFR 122.22, is the appropriate
individual with the authority to sign and submit reports for the organization.
As the Responsible Official, I, "�) L� v , i� �_ �,'j P2 u-;Sc, trc\L (printed name),
have the authority to enter into this Agreement for
Ir�7 Qf-ALx n G i, � �, � LC, (Owner/Organization Name).
I request that the DEMLR Stormwater Program include the persons listed in Part A of this form
signatory authority for the above -named permit.
I acknowledge that I, and the persons listed in Part A of this form work attfor my organization
and have authority to act as a signatory for purposes of the NCDEQ's electronic document
systems.
By submitting this application, I, -D!w..Li �A L (printed name),
have read, understand, and accept the terms and conditions of the stormwater permits) for
which I am the Responsible Official-
ResponsibleOfficial Signature
Title Date
Storrnwwer Permit Delegatior, of Signatory Authority Form
Page 3

EPA Form 1

EPA Idwilft aWn Number NPDES PennR Number FacWq Name Fwm Appmvec 03s115119
a&D Organic farming, LLC OMB No,2040-0fiO4
Form U.S. Environmental Protection. Agency
tV63YCCPA Application for NPDE5 Permit to Discharge Wastewater
NPOES r1`1 I GENERAL INFORMATION
i
1,1 Applicants Not Requiredta Submit Form 9
1 1 1 Is the facility a new or existing publicly owned
treatment works?
If yes, STOP. Do NOT complete No
Form 1. Complete Form 2A.
1,2 j Applicants Required to Submit Form 1
1.2.1 Is the facility a concentrated animal feeding
operation or a concentrated aquatic anima!
production facility?
Yes + Complete Form 1 0 No
and Form 2&
1.2.3 Is the facility a new manufacturing, commercial.
mining, or silvicultural facility that has not yet
commenced to discharge?
I �( Yes 3 Complete Farm t No
and Form 2D.
1.2.6 Is the Facility a new or existing facility whose
discharge is composed entirely of stormwater
associated with industrial activity or whose
discharge is composed of both stormwater and
non-stormwatar9
0 Yes 4 Complete Form 1 ND
and Form 2F
unless exempted by
40 CFR
122.26(1b){14i(x) or
2.1 [ Faculty Name
D&D Organic Farming, LLC
`22 PA Identification Number
New Facility
2.3 Facility Contact
Name (first and last)
DDavid Newsome
Email address
danleinewsomw4368f gmail.com
2-4 Facility Mailing Address —
Street or P.O. box
441 Suck Newsome Road
City or town
Fremont
Title
(Owner
State
NC
1.1.2 is the facility a new or existing treatment works
treating domestic sewage?
If yes, STOP. Do NOT No
complete Form 1. Complete
Form 2S.
1.2.2 is the facility an existing manufacturing,
commercial, mining, or silvicuitural facility that is
currently discharging process wastewater?
Yes 4 Complete Form R No
_ 1 and Farm 2C.
1.2.4 Is the facility a new or existing manufacturing,
cammerrial, mining, or silviwhu ral facility that
discharges only nonprocess wastewater?
Yes 4 Complete Form 2) No
1 and Form 2E.
Phone number
[phone]
ZiP code
I7830�
EPA Form 3510-1 Ire osw 3-19) Pape I

EPA MentilloWn
Number
NPaES ParrM Number Facility Name
D&D Organic Farming, LLC
m 2.5
Facility Location
- — - --
_-_
Street, route number, or other speck identifier
d
7984 Pelt Road
County name
County code (if known)
X
Wilson
rSC4'or town
State ZIP code
onshurg
NC 27883
SECTION1
NMCS CODES
3.1
SIC Code(s)
DM" ptlon (optional)
7
N
3-2 NAKS Code(
325314
U
Form Approved 031 S19
OMB No.2M-DD04
4.1
1 Warne of 2p�raftr
Daniel Newsome
4.2
Is the name you listed in Item a.1 also the owner?
21 Yes ❑ No
4.3
for Maths _
blic—federal l❑ Public--slateOther o,�blic specify}
rPopmate
i
_ ❑ Other (specify)
4A
PhomNumber ofOperator
[phone]
OperatorAddress -
4.5
4
Street or P.0- Box
441 Suck Newsome Road
City or town State ZIP code
`e
is
Fremont NC 27830
Email address of operator
danleInewsomwO368@gma il.com
SECTION
S. INDIAN
LAND •I
5A
is the facility located on Indian Land?
—
❑ Yes 10 No
EPA Form 351 ar (revised 3.19)
Pepe 2

CAA rdan19—C— IJ�iml�sr f Mpnrq Pr A N—*-r RoNWv Nla n I
p&o Organic Farming, LLC OMB No.2040-0004
6,1
RON MENTAL PERMITS (40 CFR 122.21 (f)(6))
UsEng Environmental Permits (&ak all mat apply and print or type the C0rrMnding permit nunit7er for each)
❑ NPCES (discharges io surface ❑ RCRA (hazardous wastes) ❑ UtC (underground injection of
water) fluids]
w a
❑ PSO (air emissions) ❑ Nonattainment program (CAA) ❑ NESHAPs (CAA)
❑ Ocean dumping (MPRSA) ❑ dredge or fill (CWA Section 404) 0 Other (specify)
�
Yprm t N❑ 9Rlfl
SECTION
7
.
7.1
Have you attached a topographic map containing all required information to this application? (See instructions for
n
specific requirements.)
! 0 Yes ❑ No ❑ CAFO`Not Applicable (See requirements in Fofm 2R)
SECTION
a. NATURE
OF
0.1
Describe the nature of your business -
The facility brings in carious feedstocks to manufacture cornpasL The compost is utilized as an agricultural soil
amendment on private land. Finished product is not marketed.
m
r~
C
m
m
122.21(f)(9))
SECTION 9. COOLING WATER INTAKE STRUCTURES (440 CFR
9.1 Does your facility use cooling water?
❑ Yes ❑ No 3 SKIP to Item 10.1.
9.2 Identify the source of cooling water_ [Note that facilities that use a cooling water intake structure as described at i
40 CFR 125, Subparts I and J may have additional application requirements at 40 CFR 122.21(r). Consult with your
o N'PDES permitting authority to determine what specific information needs to be submitted and when.
o �
U +�
SECTION7 1 1
i0.1
do you intend to request or renew one or more of the variances authorized at 40 CFR 122-21(m)? (Check all that
apply. Consult with your NPOES permitting authority to determine what information needs to be submitted and
$
when.)
❑ Fundamentally different factors (CWA ❑ Water quallky related effluent limitations (CWA Secl ion
m
Section 301(n)) 302(bX2)j
❑ Non -conventional pollutants [CWA ❑ Thermal discharges (CWA Section 316(a)j
aSeclion
301(c) and (g)j
❑ Not applicable
EPA Farm 3510-1 [revised 3•101 Page 3

L
t
EPA Wei viwtion Number NPOES Puml Number Faci ty Name Fon Approved 03,05119
❑&a Organic Farming. L►C OMB No, 2040.OW4
SECTION 41. CHECKLIST AND CERTIFICATION STATEMENT (40 CFR 122L22ja) and [d))
11,1 In Column t below. mark the sections of Form 1 that you have completed and are stibmitling with your appl}cation.
For each section, specify in Column 2 any attachments that you are enclosirlg to alert the permitting authority. hole
that not all applicants are required to provide attachments.
-- —� Column 1 — — Column 2 j
Section 1: Activities Requiring an NPDES Permit ❑ wf attachments
Section 2: Narne. Mailing Address, and Location
❑
wt aftaehmants
SeWm 3: SIC Codes
❑
wf attachments
Section 4: Operator information
❑
wl attachments
Section 5: Indian Land --
❑
wf attachments
Fel Section 6: E AsUng Ernlromnental Pam* ❑ wt adacttments
0 Section 7: Map 0 Wtpopogra�phlc ❑ wl additional attachments
0 Section 8: Nature of Business ❑ wf attachments
Section 9: Coding Water Intake Structures I ❑ wl attachments — —
❑✓ Secbon 10: Variance Requests ❑ wl attachments
❑✓ Section 11: Checidist and Cenificaton Statement ❑ W attachments
t t Carfffimon Statement
I certify under penalty of law that this document and aft attachments were prepared under my direction or supervision
in accordance with a system designed to assure that qualified personnel properly gather and evaluate the
information submitted. Based on my inquiry of the person or persons who manage the system. or those persons
directly resporlsible for gathering the information, the information submitted is. to the best of my knowledge and
belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information.
including the possibfiiiy of rile and imprisonment for knowing violations.
Name (print or type first and last name) Official title
Stephen Barnhardt IConsultant
I
Signature
EPA Farm551G-1 jrevaed,1491
[late signed
03/24/2021
❑ega e

N
A
B&❑ Organic Farming, LLC
325 Acre Tract
Legend Existing Opreationarainage Area
Swales
<all other values
Name
l
`-* W Existing Swale �.
■ ■ Proposed Bypass Swale
Proposed Facility
■ ■ ■Proposed Swale Expansion Drainage Area "may; i
l D&la Drainage Areas
3p1.r4r`Ri .-
r�
-r
t•.
ti.
0 650 1.300 2,600 Feet D&D Organic Farming, LLC
Facility Property
j J J J-01 j J J i J i J J

EPA Form 2F

EPA Werleetatinn Nurnbw
New Facility
Form
NP F C01EPA
NPDES Permit Number Facifity dame Form Approved 0345119
New Facility D&D Organic Farming, LLC GM6 No. 2040-MA
U.S Environmental Protection Agency
Application for NPDES Permit to Discharge Wastewater
STORMWATER DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY
1.1 1 Provide information on each of the facility's outfalls in the table below
tl
urnbar Receiving Water Name Lafltul" Longitudes
Hrnb-- - —
001 Tributary to Slack Creek 35' 35' 56.42' N 77• S2' 35,31" W
002 Tributary to Aycock Swamp 35• 35' 43.59' N 77' 52' 47,66" W
•
1
N
s
!
"
•
�
n
•
•
11
2.1 Are you presently required by any federal, state, or focal authority to meet an implementation schedule for constructing,
upgrading, or operating wastewater Treatment equipment or practices or any other environmental programs that could
affect the discharges described in this application?
❑ Yes f❑ No + SKIP to Section 3.
2,2 Briefly identify each applicable project in the table below.
Brief Identification and Affocted Oufte SimtFinal Comptianco ashes
Description of Project (w auitHll numbers)fC°4alof �
Required Projected
I I
2.3 Have you attached sheets describing any additional water pollution control programs (or other environmental projects
that may affect your discharges) that you now have underway or planned? (Optional Item)
❑ Yes ❑ No
EPA Form 3510.2E (Revised 3-19f Page 1

EPA Idenlificabon Num6er� NPDES Permi<Number Facility Name Form Approved 03105179
New Facility New Facility D&D Organic Farming, LLC 01ASNo. 20400004
g 31 Have you attached a site drainage map containing all required information to this application? (See instructions for
CJ spebtc guidance.)
W 's a
12
a ® Yes ❑ No
41
Provide information
on the facility's pollutant sources in the table
below.
Total Surface Area Drained
(within a mile radius of the facility)
outfalt
Number
Impervious Surface Area
(wHhin a mile radius of N facility)
specify ungs
9,739 ft2
001
22.13
spe* wets
acres
002
0
speafyuods
et2
13.73
spararfy units
acres
apeary units
specify units
specify units
SP6* units
specify units I I speedy units
unhs I I units
4.2 Provide a narrative description of the fadtity's significant material in the space below. (See instructiors for content
requirements.)
Introduction:
D&D Organic Farming, LLC has been permitted to operate a since 12/16/2016, and is in the solid waste management
business, composting various materials to create an agricutturat soil amendment. Septa ge, consisting of grease trap
and septic waste is brought to the facility by various companies, mostly in the eastern part of the state, These
companies pump grease trap waste from restaurants and schools, and septic waste from individual houses. The 2016
permit from DEa DWM consists of 7.7 acres composting area and 1.1 acres of area consisting of tanks and associated
processing equipment. The current DWM Composting Permit expires 12/16/2021. In addition to permit renewal,
D&D is seeking to expand the facility composting pad area by roughly 5-5 acres.
4.3 Provide the location and a description of existing structural and non-structural control measures to reduce pollutants in
stormwater runoff. Ste instructions for spedfic g uidance.
Ston wMater Treatment
Codes
Outfall 6vm
Number Control Measures and Treatment Exhlbk
2F—f
001 Berms, 5wales, Level Spreader and Vegetated Treatment Area 1-U, 1-X
002 Berms, 5waIes, Level Spreader, Filter Strips, and Vegetated Treatment Area 1-U, 1-%
D01 Liquid chemicals (time and polyrner)stored in tanks and totes that provide non -contact with Not Appiica
EPA Form 3510.2F (Revised 3•19) Page 2

EPA IdenCSral. Number HPDES Perrnil Number Facility Name Form Approved 03r0.5119
New Facility New Facility D&0 Organic Farming, LLC
OMB No. 2040.0004
1 3.1 Have you attached a site drainage map containing all required information to this application? (See instructions for
G A specific guidance•j
® Yes ❑ No
4.1 ; Provide information on the facility's poilutant sources in the table below
Outfall Irnpeivlous Surface Area
Number ittlhin a mile radius of the fkft
Vadiy wMs
001 9,739 ft2
seedy oMs
�a02 o ftz
spgd9 units
Specify uOs
*Wryer
Total Surface Area Drained
(within a mile radius of the iw ty)
speeay units
22.13
acres
spe* urrtts
13.73
acres
[r,^.,,.:,=
spv* units
spedy units
4.2 Provide a narrative description of the facility's s�niftcant material in the space below. (See instructions for content
requirements.)
4.2 Narrative of Materials, Methods
Introduction:
❑&D organic Farming, LLC has been permitted to operate since 12/16/2016, and is in the solid waste management
business, composting various materials to create an agricultural soil amendment_ 5eptage, consisting of grease trap
C and septic waste is brought to the facility by various companies, mostly in the eastern part of the state. These
companies pump grease trap waste from restaurants and schools, and septic waste from individual houses. The 2016
permit from DEQ DWM consists of 7.7 acres composting area and 1.1 acres of area consisting of tanks and associated
processing equipment. The current DWM Composting Permit expires 12/1612021. in addition to permit renewal,
%&Q 95seetineta exnand Lhc tar_ Uv cornnosting area hj rouetlly 0 7 acres _
4.3 Provide the location and a description of existing structural and non-structural control measures to reduce pollutants in
stormwater runoff. See instructions for specific guidance.1
5EonnwaW rraatmsm
- Codes
Dutfau from
Humber Control Measutas and Treatment Exhibit
2F-1
001 Berms, Swales, Level Spreader and Vegetated Treatment Area 1-U, 1-X
002 Berms, 5wales, Level Spreader, Filter 5terps, and Vegetated Treatment Area 1-U, 1-1t
D01 Liquid chemicals (lime and polymer)stored in tanks and totes that provide non -contact with . Not App
EPA Form 3510.2F (Revised 3.19) Pop 2

EPA IdeAHcallon Humber NPDES Permit Numtrar Facility Name Form Approved 03A5119
New Facility I New Facility D&D Organic Farming, LLC OMB No 2D40-0003
a
IF
s
a
m
s
C
v
Z
5.1 1 ceRify under penalty of law that the ovtfalfjsj covered by this application have been tasted or evaluated for the
presence of non-storrnwater discharges. Moreover, f certify that the outfalls identified as having non-storrawater
dischines are described in ertheran ao= nying NPDES Form 2C, 2D, or 2E application.
Name (print or type first and last name) Official title
Stephen Barnhardt Consultant
Signature � I Date signed
09/06/2021
5.2 Provide tie
0[rtFs�
Nunti>•r
information requested in the table below.
Description of Testing Method Used
Dell NA -(Facility Inspection Conducted)
002 NA -{Not Constructed}
Dates) of Testing
Onslte Dralmog0 Points
Directly Observed
During Test
06/09/2021 Yes
61 1 Describe any significant leaks or spills of toxic or hazardous pollutants in the last three years.
NA
See the instructions to determine the pollutants and parameters you are required to monitor and, in tum, the tables you must
0 complete. N all a icants need to com fete each table.
7.1 Is this a new source of new discharge?
Yes 4 See instructions regarding submission of ❑ No 4 See instructions regarding submission of
estimated data. actual data.41
— — -
Lm Tables A, B, C. and D
WT.2 Have you completed Table A for each outfall?
C Yes
❑ No
EPA Form 3510.2F (Revised 3.19) Page 1

— f PA Iderrfiica Number NPDES Permit Number Faulty Name j Form AwNed 03105/19
New Facility New Facility D&D Organic Farming, LLC OMB No.204UM
7.3
Is the facility subject to an effluent limitation guideline (ELG) or effluent limitations in an NPDES permit for its process
wastewater?
❑ Yes m No i SKIP to Item 7.5.
7.4
Have you completed Table B by providing quantitative data for those pollutants that are (1) limited either directly or
indirectly in an EL and/or (2) subject to effluent limitations in an NPDES permit for the facility's process wastewater?
❑ Yes ❑ No
Do you know or have reason to behave any pollutants in Exhibit 2F-2 are present fn the discharge?
7.5
❑ Yes ❑ No i SKIP to Item 7.7.
Have you listed all pollutants in Exhibit 2F-7 that you know or have reason to believe are present in the discharge and
7.6
provided quantitative data or an explanation for those pollutants in Table C?
❑ Yes ❑ No
Do you qualify for a small business exemption under the criteria specified in the Instructions?
7.7
❑ Yes 4 SKIP to Item 7,1 B. No
Do you know or have reason to believe any pollutants in Exhibit 2F-3 are present in the discharge?
7.8
❑ Yes 0 No + SKIP to Item 7.10,
Have you listed all pollutants in Exhibit 2F-3 that you know or have reason to believe are present in the discharge in
7,9
Table C?
❑ Yes ❑ No
7.10
Do you expect any of the pollutants in Exhibit 2F-3 to be discharged in concentrations of 10 ppb or greater?
❑ Yes m No 3 SKIP to Item 7.12,
0
7.11
Have you provided quantitative data +n Table C for those pollutants in Exhibit 2F-3 that you expect to be discharged in
r.
concentrations of 14 ppb or greater?
❑ Yes ❑ No
7.12
Do you expect acrolein, acrylonitrile, 2,4-dinitrophenoi, or 2-methylAli-dinitrophenol to be discharged in concentrations
of 100 ppb or greater?
❑ Yes 0 No i SKIP to Item 7.14.
7.13
Have you provided quantitative data in Table C for the pollutants identified in Item 7.12 that you expect to be
discharged in concentrations of 100 ppb or greater?
❑ Yes ❑ No
Have you provided quantitative data or an explanation in Table C for pollutants you expect to be present in the
7.14
discharge at concentrations less then 10 ppb (or less than 100 ppb for the pollutants identified in Item 7.12)?
M Yes ❑ No
7.15
Do you know or have reason to believe any pollutants in Exhibit 2F-4 are present in the discharge?
❑ Yes 0 No + SKIP to Item 7.17.
7.16
Have you listed pollutants in Exhibit 2F4 that you know or believe to be present in the discharge and provided an
explanation in Table C?
❑ Yes ❑ No
7.17
Have you provided information for the storm event(s) sampled in Table D?
❑� Yes ❑ No
EPA Form 3510-2F (Revised 3.19) Page

EPA Identification Number NPOES Pe it Nun*w — - Fedit Nerve Form Approved 031U5119
New Facility New Facility d&a Organic Farming, LLC
OMB No. 2040-0004
Used or Manufadured Toxics
7,18 Is any pollutant listed on Exhlbfls 2F-2 through 2F-4 a substance or a component of a substance used or
c manufactured as an intermediate or final product or byproduct?
c ❑ Yes © No 3 SKIP to Section 8.
7.19 List the pollutants below, including TCRD if applicable.
c 1- 4. 7.
m
m 2 5 — — $ ---- — — — -
a 3.` 6. 9.
CT ION 8. BIOLOGICAL TOXICIT
8.1 Do you have any knowledge of reason to believe that any biological test for acute or chromic toxicity has been made on
any of your discharges or on a receiving water in relation to your discharge within the last three years?
a° ❑ Yes 0 No 4 SKIP to Section 9. 08/06/2021
8.2 Identify the tests and their purposes below.
Teensy Purpose of Tesgsy SubrritW! to NPOES pee SubmHtsd
k PermOng Auth
a
v
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
9.1 Were any of the analyses reported in Section 7 (on Tables A through C) performed by a contract laboratory or
consulting firm?
❑ Yes ❑ No i SKIP to Section 10.
9.2 Provide information for each contract laboratory orcon suItng firm below.
Laboratory Number 4 Laboratory Number 2 Laboratory Number 3
Name of Iaboratory)frrm Environment 1
Laboratory address
Phone number
Pollulangsj analyzed
I PO Box 7085,114 Oakmont ❑r.
Greenville, NC 27858
[phone]
Table A List
EPA form 3510•2F (Revised 3.19) Page

EPA kkobtrtation Number NPDES Permit Number Facility Narne Form Approved 03/05119
New Facility New 1 acillty b&D Organic Farming, LLC Dena No. 2040-ODU
1 • 1 F .
10.1 In Column 1 below, mark the sections of Form 2F that you have completed and are submitting with your application For
each section, specify in Column 2 any attachments that you are enclosing to alert the permitting authority. Nate that not
all applicants are required to com ,fete all sections or irovide attachments.
Column I Column 2
❑r Section 1 ❑ wl attachments (e.g., responses far additional outfalls)
❑� Section 2 ❑ wl attachments
Section 3 ❑ wl site drainage map
0 Section 4 0 wJ attachments
❑ Section 5 ❑ wJ attachments
Section 6 ❑ wJ attachments
❑ Bad& 7 0 Table A 0 wl small business exemption request
❑ Table 8 ❑ wl analytical results as an attachment
v
0 Table C❑ Table D — —
�' 0 Section B ❑ wlattachments
© Section g ❑ wlattachments (a.g., responses for additional contact laboratories or firms)
© Section 10 ❑
Certification Statement
I certify under penalty of law Thai this document and all attachments were prepared under my direction or supervision in
accordance with a system designed to assure that qualified personnel property gather and evaluate the information
submitted. Based on my inquiry of the person or persons who manage the system or those persons directly responsible
for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and
compfete. f am aware that there are significant penalties for submitting false information, including the passibility of fine
and imprisonment for knowing violations.
Name (print or type first and last name) Official title
Stephen A. Barnhardt Consultant
Signature Date signed
i
�08106�2g21 - - —
t
EPA Form 3510.2F (Reviseo 3-19) Page 6

EPA ld Ilftom h-UTM
New Fatality
WDEs F&MI W ltw T Fapm NArv,
New FacWty D&O ❑rganrC Farming, iLC
a,eer' ni+roe`r
WI
FermApgowdQ30.f' 119
s
YOu mu6{�awdB She rOsults nl8t leas) ane
for itutait in thts ladle. Cam Jew
one table for each pinta See rnsruoons for additional dMalls and tlrenrenes.
- --
Soums of
Mltadnm Daily Ohichsrpa
Avmp Daily Ofe hsW
I
FbqulrtR Orpma'atim
Grob lSsarple Tai*an
+ ]
Flvr, lad
Mhumm" Number of St fro
GrabSsrmAs Tekw RUw-Weighted Everts 5ampM
Information
Oft wl"Oew
0drleg Pleat
�
During Finn
�
OStlurperaay.
31 YNI#a
70 Mlnuteacom
codes YK �a
I.
art and grease 4-0 W4
5 (Sampled existing
Z.
Biodl meal ornm demand MM)
Chat*W Mgen demo w (CM)
3.1 flW1
65 no
3.5 W
5 (Samvlw existme
a.
6s MA
5 (sampled vast"
4.
Total agiended soNs (M
52 mgll
9s msA
5 (samplta existing
5.
Tdal ptl65p wus
0.32 mat
0-34 f%A
S (Sampled u1stlrg
0.
Total ICeldahl nitrogen (M)
146 MO
1-27 err 0
5 (Sampled misting
7.
Total nitrogen (as N)
Lai "A
Los MIA
5 lsampled existing
pH (minarum)
Ted
CentPed Lab
(maximum}
Teo
certdied
pti
tab
SarvaN shall be condoned acwtlimg tv wftiently sensitive test prooelew (1•p., meModa) approved under 40 CFR Ifor the anaW ' polulants or pdiutant parameters a
requ+red under 40 CFR chapter I, subOapter N 0r 0. See irkstrudions aria 40 CFR 122.21(e),3).
ERA.Fm 3510-2F Oevuedi+yj paw,

This pale intentionally left blank,

EPA IdEnfiFtayOn NumW A?JFS PerrrkrJcarf6er - Fadiry Hx'ie 0usaii H�mter
New FMinty New F OWY D&QOrgank Farming, LLC 03I
FoMi Appro*d 03tVI5
OMB N4. Z6f•0aw
■ ■ r ■ ■ ■ i
list Bach poWtant that is Omit c in an ellluent 0rrtitation guideline (ELG) 90 the faatity is subject
rarity is operating wider an eirmling NPDES pornt). Complete one table for each outtall. Seethe
i
to cr any pollutant listed in the tarAty's HZES
inst;vcbons for additional details and regtrirerrents.
permit for its procass wastewater (it the
&DUMB of
Number of Storm Information
Events Ssmpled (nstuns W
e.dwhavaow. ra■
eq�[Inta�w�sly}
UC kmian Dalty
`
POINT MM 8nd CAS Numbar (if avallabla) Grob Sarnplo TAw
During Rnd
30Ylmrtes
Diseharoo
Average Dany Dlecharp
wig°
CO14
Grab SampM T■1Wrr Fk)Y Wd#W
Ourind Fk■t
311lYgnrd■s
' Sarrrpting shall be conducted acw+ding to sufticienOy sensitive test promdwes (iz. methods) approved under 40 CFR 136 for me analysis of pollutants or pollutant parameters or
required under 40 CFR chapter I, subchapter N or ❑. See instrucboras and 46 CFR 122.21(eX3j
EPk Fora 351a7F jP&Med &-I% Pap! 9

This page intentionally left blank.

EPA IderY,f Mon Ku; NPDE$ PtTr N-1rnter rma k" 0.iw NwrbE- Forth Appromd W919
New Facility New Fa_Rity D&D Organic Farming. LAC DD1 01e9 No 200-M
TOXICTABLE C. ' 1 1 3 ASBESTO40 I
List each pollutant shDwn in Exhibits 2F-2, 2F-3. and 2F4 Mal you know or have reasas to believe is present. Complete one tabie for each ouffall. See tthe irhstr vtons [o• additional
details and reguuernenis
- -- - Ya imism D* Disd erp AYaraga Mlly OWchupe Siz"= Of
"'t1 11 Number of SLbs111 wormaUon
(raw wamstraN
PalVint and CAS Number R well ■) embSrnpte TAIM fldr Welgead Gnib Semple T■kwl PmPWdgftd Everb 5emphd
Oursng Firm During Flllt duff"M en7. LM
30 NIIutee Compoft 30 Minutes C4r1P0a1lfi wdm In rhtatF 00rii
01dogical Oxygen Demand (BOD51 3.1 nw 3.5 MA 1 5 (Sampled exist; ng
Chemical Orgen Demand (COD} 35 rngll 66 rn /l 1 l 5 (Sampled existing
Tam1 Suspended Solids ITS53
52 nw
95 mgry
1
5 (5annpled IWAIns
Total Phospharaus
.32 fw
.34 nW
1
5 (Sampled existing
Total Kjeidahl NitrgKa [rKN)
L06 aw
117 mg/1
1
5 (Sampled existing
Taal Nitrogen [as NI
1.97 mall
2Ag rw
1
5 (Samplers existing
r Sampf rrg shall be oonducto according to sufiCierdty sensitive test procedures (.e., methods) approved under 40 CFR 136 for She analysis of pogularts or pollutant parameters or
mcluxed under 40 CFR chapter I. subchapter N or 6 See instrueGons and 40 CFR 122.21(eX3).
EPA Farm 3410.2F (Revised!-,, 9) Pape I t

This page intentionally left blank.

EPA ldWOCIhon Number 4P"" Panrrt N,ff"", FaddBy nare ouaat NU.Tbu
l New Facility New Facility 0&0 Organic Farming. LLC D07
Provide data for the Sturm eywgsj Thal resulted In she maximum daily d 95 for the flaw -weighted composite sample.
i Total ftOak 0uft Humtoerof Houni Between~
Date of Storm Even! BernilltKr of Stamn Enrtrrst Storm Eveml Hcginning of Storm Measured and
In irC1eS} End of Prevtosso Measurable Rain
I Event
071201202I
24
2.0
Mexhnue► Flow Rob
During Rain Event
4n g.- or soearr amid
1,30 not quantHhd
roan Appmmd OW&19
OMS P;O. 2041r), 4
ToW Flow fmm Rain Etrcnt
{n ealbns orapecay W44
not quantified
Provide a description of the method of Row mmurernOrk or estmale
This storm water sample collection evens was 0e initial attem8t to determine the characteristics orthe efttuern. The channel flow at Outlet DO has not been calibrated, there lor an
eser(nateol flow rate was not recorded.
EPA Form 151 Q2F joetrsed 3-19) Pape 13

4.2 Narrative of Materials. Methods
Introduction:
D&D Organic Farming, LLC has been permitted to operate since 12/16/2016, and is in the solid waste
management business, composting various materials to create an agricultural soil amendment. Septage,
consisting of grease trap and septic waste is brought to the Facility by various companies, mostly in the
eastern part of the state. These companies pump grease trap waste from restaurants and schools, and
septic waste from individual houses. The 2016 permit from DEQ DWM consists of 7.7 acres composting
area and 1,1 acres of area consisting of tanks and associated processing equipment. The current DWM
Composting Permit expires 12/16/2021. In addition to permit renewal, D&D is seeking to expand the
facility composting area by roughly 9.7 acres.
Materials & Management:
The received septage is pumped into storage tarries and later undergoes lime stabilization and solids
separation. The lime stock far stabilization is delivered to the facility via tanker in liquid form. The tanker
offloads into an aboveground storage tank. A polymer is used to enhance solids/liquid separation. The
polymer is delivered to the facility in reusable totes. The materials used in the stabilization and separation
steps are contained inside tanks that have no contact with Storm water.
Additionally, compost bulking material consisting of woodchips brought to the facility by the City of Wilson
and local landscaping/tree trimming companies, land clearing debris and yard waste brought to the facility
by the Town of Fremont and sometimes by the public such as local iandscaping companies or an irid ividuaI
cleaning their yard. Hay is brought to the facility by local farmers. Tobacco dust, which is generated from
the processing of tobacco, is brought to the facility by Craven Ag.
The current bulking material staging area is located between the existing windrow area and the septage
unloading/treatment area. The area is approximately 0.3 acres surface area and is less than 25' high
completely within the Outfall001 drainage area. The staging area does have contact with stormwater.
The septage solids are combined with the bulking material in windrows, where controlled composting is
conducted. The finished compost is removed from the windrow area and laird applied to area agricultural
fietds, outside the drainage areas of moth Outfall 001 & 002, as a soil amendment for row crops and/or
grasses.
Method of Treatment,
As materials arrive on site by truck, they are directed to the designated storage area for unloading,
depending on what feedstock they are carrying. Septage is offloaded into storage tanks that feed
liquid/solid separation units. When enough septage solids are generated, a rubber -tired wheel loader is
used to combine the bulking materials in with the septage solids into a wheeled tractor powered mixing
hopper For mixing to proper consistency for initial windrow construction.

The windrows must be turned at specified intervals to enhance the composting action and to ensure a
quality product. This is accomplished with a specialized tractor powered compost turner implement
designed specifically for this purpose,
Lastly, the mature compost is removed from the windrow area and spread on agricultural fields to provide
needed nutrients for the selected cover crop. As mentioned previously, these fields are outside the
drainage area associated with this Individual NPDES stormwater Permit Application. The windrow area
does have contact with stormwater.
The following are the walk-through steps involved far this site:
o Unload septage waste into septage dewatering facility
o Lime stabilization for pathogen reduction
o Septage Dewatering Facility Tanks are decanted
o Processed through bar screens
o Septage moves to holding tank, decanted later
o After decanting, sludge goes through a dewatering process
o Effluent is irrigated on designated fields (associated DWM Permit)
o Solids from decant process are mixed in mixer with woad chips/ rarely other
feed stock with a known ratio
o Mixed material is then placed on windrow forcuring
a After curing, material sits on site for a minimum of 90-120 days
o Material is then spread onto agricultural (non-food chain) fields
The composting process is designed to operate in open uncovered areas. To minimize and control contact
stormwater, the facility utilizes constructed swaies and berms t❑ manage the stormwater entering and
exiting the current and proposed new areas.

A
Legend
Swales
-- - gall other values
Name
■ ■ ■ Existing Swale
■ ■ ■ Proposed Bypass Swale
■ ■ ► Proposed Swale
I T ^ I D&D Drainage Areas
❑&D Organic Farming, LLC
325 Acre Tract
Proposed Facility
Expansion Drainage Area
Existing ❑preationarainage Area
1
4 650 1,300 2,600 Feet D&D Organic Farming, LLC
t i i i �' 'i Facility Property

N
� ■1
Co
Culvert Pipe
1
I
90
RMSTING VEGETATED TREATMENTAREA
92
EXISTING LEVEL SPREADER
�. fisting 02 windre
Legend
5wales
Bali other values
Name
■-0-so- Existing Swale
►-" Proposed Bypass Swale
■ ■ ■ Proposed Swale
1 1 D&D Drainage Area
.uNuacu rvn iu� uw rau iro
EQUIPMENT PATH
CHJTFAI I
rrn 2
C�
GRAVEL ROAD
0 115 230 460 Feet
Existing D&D Organic Farming Facility Operation

N
7
09
92 Vegitated Treament Zone
72 74 J6 Z$ OUTFALL r • �'�
8886 LeveOder wl ' ~ • Level Spreader wl
Vegibted Filter Strip �� Vegitated Filter Strip
98 _ 7-
'+ Berm #2 p _
Berm #1
Proposed5 Windrow Pad Proposed #4 Windrow Pad
• � berm # � � �
erm #4
1 Off --Site SW Flow to
p Bypass Swale ;
r
r
'o
2
102
0 115 230 460 Feet
Proposed Bulking Maledal
IENT PATH
0
Legend
Swales
mall other values
Name
■ JP--* Existing Swale
►-b—♦ Proposed Bypass Swale o
■ ■ ■ Proposed Swale
I I ❑&D Drainage Area
Proposed Expansion D&D Organic
Farming Facility Operation

W
a
1' MIN 11 MIN
-1' MIN DEPTH 1' MIN DEPTH 1' MIN DEPTH CONSTRUCT BERMS A5
NEEDED TO PROVIDE
1' MIN DEPTH
WEST SIDE G' BYPASS ' - EAST SIDE
SWALE SWALES SWALE
NOTES:
1. SWALES TO BE
PERMANENTLY SEEDED WITH
2' MIN L 2' MIN L 2' MIN BERMUDA GRASS AND
TEMPORARILY LINED WITH
STRAW NET LINERS.
2. ENSURE FLOWS DO NOT
MIX BETWEEN SWALES.
Swale Cross Sections
CONSTRUCT
N13
r
r
r
r
1
0
BERM AS NEED 70 BOTTOM=98.50 ,` CONSTRUCT 107 - 101
SWALE 103.70 TO MAINTAIN MIN 50 LF EARTHEN
1' DEPTH �� LEVEL SPREADER — J BERM AS NEED
MIN 60 LF
VEGETATED
FILTER STRIP
BYPASS
SWALE 99.5
N
MIN 60 LF
VEGETATED
FILTER STRIP
1
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50 LF EARTHEN \
j LEVEL SPREADER
TOP=100.0 \�
BLIND SWALE BEHIND
NOTES:
1. This plan is for an expansion to the existing D&D Organic Farms
Compost Facility. Only the expansion area is shown on this plan. All
existing compost facilities and operations will remain as is.
2. Existing features and topography shown are based on survey
performed by Johnny J. Williams Land Surveying dated February 14,
2021.
3. Existing drainage patterns will be used to greatest extent practicable.
The only proposed grading will be to create swales, berms, and level
spreaders. Proposed disturbed area is less than 1 acre, and no
erosion control permit is required.
1 �
r �
r o
BULKING I!
AGENT i
STORAGE \
------� AREA \
N
/
o
\ TOP=100.5 TO MAINTAIN MIN ~
CD .\
BLIND SWALE BEHIND o 1' DEPTH`
'SWALE 101.10 a2
/ BOTTOM=99.0 102 \ �
n / C G
/,' SITE BENCHMARK
\ \ ^ SWALE 99.10 , /
SSS IN UTILITY POLE /
— a� \:— . — . - \ SWALE 99.5 ! -� �° ELEV=103.0'
\ J— . ---
sC
` . OMPOSTWIND�OWS 25' OC �� �� j ' 101 ---
\\--MPQ1NDRpW 25' OC ~` /
4
-�-- �^ ' BYPASS ,a -f
7�\ SWALE 101.0 '�- _ 102
\ 1 -
r Q / /
411 0/
SWALE 101.0^ -��- � � SWALE 101.0 ,� ,�02 - .
r /0"
104--
BERM AS NEEDED
TO DIRECT 05 0 FTErM
OFFSITE FLOW TO ACK FROMES
R
L =
Erosion Mat
Stapled In
Place
Levei Lip
Of Spreader
Bury Mat
12" Mir,
TYPICAL SECTION A
NOTES:
-1 - Level spreaders must be constructed on undisturbed soil (not RII
material).
2 _ The entrance to the spreader must be shaped in such a manner as to
insure that runoff enters directly onto the f)% Ghannei-
3- The lever lip shall be constructed on zero percent grade as to insure
uniform spreading of star— runoff.
4_ The released runoff must outlet onto undisturbed stablized areas in
sheet flow and not be allowed to reconcentrate below the structure
LevelSpreader Cross Section
BYPASS SWALE iDENCES o i �? I
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GIS
PROPERTY
~ - LINE ti
1
16
GRAPHIC SCALE
60 0 30 60 120
( IN FEET )
1 inch = 60 ft.
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DATE:
08/20/21
DRAWN BY:
CEO
CHECKED BY:
RAM
SCALE.
ill 60'
SHEET NO.
S-1
11Adamsc01kd\Win98_PC\My Documents\2021\Engineering\D&D Organic FarminglCAMD&D Organic Farming.dwg, 8/20/2021 2:16:46 PM