3004_Wallace_permitrenewal_20190715

PERMIT APPLICATION DEMONSTRATING
COMPLIANCE WITH SOLID WASTE SECTION RULE
.1400-SOLID WASTE COMPOST FACILITIES
FOR
WALLACE FARM, INC.
DAVIE COUNTY
LARGE TYPE 3 COMPOST FACILITY
July 2019
Exporionce the Diffcrcrpw , .... , , .. Soo Vs F4KrAN Your Sail Needs
+ Blended Tap Soil
+ PGtling 0
+ Composled
,, • Pray Sand
Cow Manure
- * Crcok Sand
* Compost P[us
+ Hardwood Mulch
• Pine N"dles
Ph- 704-875- 97,
Bunk & Bagged
t:nx, 704-875• 394
16- Pick-up or Oelivery
14410 Easdield Rd.. Huntersville. NC 218078
OWNER:
Wallace Farm, Inc.
14410 Eastfield Road
Huntersville, NC 28078
Phone: [phone]
ENGINEER:
Garrett & Moore, Inc.
206 High House Road
Suite 259
Cary, NC 27513
Phone: [phone]
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SEAL o
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07/15/19

CONTENTS
CONTENTS
Page
Section 1
1.0 - GENERAL.................................................................................................................... 1
Section 2
2.0 - APPLICATION REQUIREMENTS.............................................................................
2
2.1 — PERMIT DRAWINGS.................................................................................................
2
2.2 - ZONING........................................................................................................................
3
2.3 - SITING AND DESIGN STANDARDS........................................................................
3
2.3.1 - Floodplain..........................................................................................................
3
2.3.2 - Property Line Buffer..........................................................................................
3
2.3.3 - Residences Buffer..............................................................................................
4
2.3.4 - Well Buffer........................................................................................................
4
2.3.5 - Perennial Streams/Rivers Buffer.......................................................................
4
2.3.6 - Surface Water Quality Standards.......................................................................
4
2.3.7 - Closed -Out Disposal Area.................................................................................
4
2.3.8 - Adequate Access................................................................................................
5
2.3.9 - Surface Water Requirements.............................................................................
5
2.3.10 - Groundwater Requirements.............................................................................
5
2.3.11 -Public Access...................................................................................................
8
2.3.12 - Sedimentation Pollution Control Law.............................................................
8
2.3.13 - Air Pollution Control Requirements................................................................
8
2.4 - FEEDSTOCK AND MATERIAL TYPES....................................................................
9
2.4.1 Design (or maximum throughput) capacity.........................................................
12
2.4.2 Soils....................................................................................................................
12
2.5 - SITE PLAN...................................................................................................................
12
2.6 - OPERATION DESCRIPTION...................................................
12
2.7 - PROCESS FLOW..........................................................................................................
18
Process Flow Fact Sheet...............................................................................................
18
2.7.1 - Materials Receiving/Processing.........................................................................
21
2.7.2 - Mixing...............................................................................................................
21
2.7.3 - Composting........................................................................................................
21
2.7.4 - Curing and Storage............................................................................................
21
2.7.5 - Screening...........................................................................................................
22
2.7.6 - Air Emissions and Control Technologies..........................................................
22
2.7.7 - Leachate Treatment............................................................................................
22
2.8 - PRODUCT LABEL.......................................................................................................
23
2.9 - ENGINEERING PLANS AND SPECIFICATIONS.....................................................
23
Wallace Farm Type 3 Compost Facility
Davie County Site

CONTENTS, Continued
Section 3
3.0 - REQUIRED INFORMATION FOR OPERATING PERMIT ......................................
23
3.1 - CONTINGENCY PLANS.............................................................................................
23
3.1.1 -
Equipment Breakdown......................................................................................
23
3.1.2 -
Air Pollution/Odors...........................................................................................
23
3.1.3 -
Non -Conforming Materials...............................................................................
23
3.1.4 -
Spills..................................................................................................................
24
3.1.5 -
Fires...................................................................................................................
24
3.1.6 -
Particulates.........................................................................................................
24
3.1.7 -
Noise..................................................................................................................
24
3.1.8 -
Vectors...............................................................................................................
24
3.1.9 -
Unusual Traffic Conditions...............................................................................
25
3.1.10
- Adverse Weather Conditions...........................................................................
25
3.2 - OPERATION AND MAINTENANCE MANUAL ...................................................... 25
3.3 - QUALITY ASSURANCE PLAN................................................................................. 25
3.4 - PROCESS FLOW.......................................................................................................... 26
3.5 - PERMITS AND APPROVALS.................................................................................... 27
3.6 - PRODUCT MARKETING AND DISTRIBUTION PLANS ........................................ 27
References............................................................................................................................. 28
Permit Drawings
See Attached Permit Drawings
Appendices
Appendix A — Zoning Verification
Appendix B — Report on Wetland & Stream Designations
Appendix C — Construction Specifications
Appendix D— Manufacturers' Equipment Information
Appendix E — Product Label and Analytical Information
Wallace Farm Type 3 Compost Facility
Davie County Site

1.0 - GENERAL
Wallace Farm, Inc. (herein also referred to as Wallace Farm) operates a Large Type 3
Compost Facility off Lee Jackson Rd. in Davie County, North Carolina. The facility will process
various types of feedstocks (see section 2.4). All of the feedstocks used at the facility are non-
hazardous. These operations help ease environmental and energy burdens on the state, and produce
useful end -products, while helping meet the state's recycling goals.
General Statute 130A-309.04 calls for reducing the public's use of, and reliance upon,
landfills. Composting is a key, preferred method for achieving this goal. With its green operations,
Wallace Farm enhances and promotes this critically important goal for all citizens of North Carolina.
The accompanying permit documents have been compiled to meet requirements of the North
Carolina Department of Environment and Natural Resources (NC DENR) Division of Waste
Management - Solid Waste Section as outlined in the North Carolina Solid Waste Compost Rules -
Section .1400 - Solid Waste Compost Facilities.
General Information about the proposed facility is as follows:
1. The name of the proposed facility, street address, and facility type:
Davie County Compost Facility
221 Wallace Farm Lane
Advance, NC 27006
Facility type: Large Type 3
2. Name, address, telephone number, and email address of the applicant/owner and
contact person:
Wallace Farm Inc.
14410 Eastfield Rd
Huntersville NC 28078
Phone: [phone]
Email: eric(cbwallacefarmproducts.com
Contact: Eric Wallace
3. Name, address, telephone number, and email address of the landowner, if not the
applicant.

Team Wallace, LLC
9401 Harris Road
Concord, NC 28027
980-428-3185
Contact: Eric Wallace
Email: eric(cbwallacefarmproducts.com
4. Name, address, telephone number, and email address of the engineer and/or
composting consultant:
Garrett & Moore Inc.
1100 Crescent Green Drive
Suite 208
Cary, NC 27518
Phone: [phone]
Email: bgarrett(&,,garrett-moore.com
Contact: Bernie Garrett, PE
5. Name, address, telephone number, and email address of person to receive permit fee
invoices and annual fee invoices:
Wallace Farm Inc.
14410 Eastfield Rd
Huntersville NC 28078
Phone: [phone]
Email: eric(cwallacefarmproducts.com
Contact: Eric Wallace
2.0 - APPLICATION REQUIREMENTS
This application addresses requirements for a Large, Type 3 Solid Waste Compost Facility, as
detailed in the North Carolina Solid Waste Compost Rules - Section .1400. These materials were
prepared under the supervision and direction of a professional engineer duly registered in the State of
North Carolina.
2.1— PERMIT DRAWINGS
Permit drawings, which address the requirements of Rule .1405 (b) (1) and (b) (5), are
included as an attachment to this report.
2

2.2 - ZONING
A letter from the unit of government having zoning jurisdiction over the site is included in
Appendix A. The compost facility is allowed within existing zoning.
2.3 - SITING AND DESIGN STANDARDS
The following sections include description of how the solid waste composting operations
comply with siting and design standards in Rule .1404 of the North Carolina Solid Waste Compost
Rules. Total acreage of the property and the size of the actual area to be used for the compost
operation, to include active areas and storage areas is summarized below.
Description
Area (Acres)
Property
162.3
Compost Area
33.0
Storage Area
24.0
2.3.1 - Floodplain
FEMA map 58405 is included in Appendix B for reference. Sugar Creek is in a studied area
and therefore the approximate 100 year flood plain elevations are indicated on the FEMA Map. The
100-year floodplain adjacent to the compost areas is approximately elevation 696. The 100 year
flood plain is shown the site plan drawing. The solid waste composting operations are not within the
100 year floodplain.
2.3.2 - Property Line Buffer
Wallace Farm will operate such that the minimum 100 foot buffer from the property line to
the solid waste composting area will be maintained. The permit drawings demonstrate compliance
with the property line buffer.

2.3.3 - Residences Buffer
The facility is to operate such that the minimum 500 foot buffer between areas for
composting solid waste and pre-existing residences will be met. The permit drawings illustrate
compliance with residence buffer.
2.3.4 - Well Buffer
One well is located on the property near the existing building. A minimum 100 foot buffer
will be maintained between the well and compost areas as indicated on the permit drawings. Each
residence identified on the permit drawings is assumed to have a well located at the property
boundary of the facility. The permit drawings demonstrate compliance with the well buffer.
2.3.5 - Perennial Streams/Rivers Buffer
A minimum 50 foot buffer is to be maintained between perennial streams/rivers and solid
waste composting areas. The permit drawings demonstrate compliance with perennial stream/river
buffers.
2.3.6 - Surface Water Ouality Standards
The stormwater from the proposed facility will discharge to Sugar Creek, which is part of the
Yadkin -Pee Dee River Basin. There are no water classifications or water quality standards that
prohibit locating the Type 3 compost facility along Sugar Creek. Stormwater discharges from the
facility will be permitted in accordance with NPDES General Permit No. NCG 240000. The permit
application package is included in Part 2 of this permit document. Issuance of NPDES General
Permit No. NCG 240000 NCDENR and compliance with the permit by the Owner constitutes
compliance with the surface water quality standards of Rule 15A NCAC 2B .0200 — Classification
and Water Quality Standards Applicable to Surface Waters in North Carolina.
2.3.7 - Closed -Out Disposal Area
The composting facility is not located over a closed -out disposal area.
M

2.3.8 - Adequate Access
A 25 foot minimum distance will be maintained around the periphery of the composting areas
to allow adequate access by fire fighting equipment. The permit drawings demonstrate compliance
with adequate access.
2.3.9 - Surface Water Requirements
As site shall meet the following surface water requirements:
(A) A site shall not cause a discharge of materials or fill materials into waters or wetlands of the
state that is in violation of Section 404 of the Clean Water Act; No waters or wetlands of the
state will be filled to construct or operate the proposed facility.
(B) A site shall not cause a discharge of pollutants into waters of the state that is in violation of
the requirements of the National Pollutant Discharge Elimination System (NPDES), under
Section 402 of the Clean Water Act. Stormwater discharges for operations of the proposed
facility will be permitted in accordance with NPDES General Permit No. NCG 240000.
(C) A site shall not cause non -point source pollution of waters of the state that violates assigned
water quality standards. Stormwater discharges during construction of the proposed facility
will be permitted in accordance with NCDENR's Erosion and Sediment Control rules.
2.3.10 - Groundwater Requirements
Soil Survey Review
Initially, a desktop review of available literature was performed to characterize the soil and
groundwater conditions anticipated at the site. Review of the Soil Map for Davie County, North
Carolina, as presented on the Web Soil Survey maintained by the United States Department of
Agriculture, National Resource Conservation Service
(http://websoilsurvey.sc.egov.usda.gov/App/WebSoilSurvey.aspx) indicates the soils at the site
consist primarily of Oak Level clay loams (OkB2 & OkC2) and Rasalo fine sandy loam (RaB). Per
the Soil Survey, the typical profiles for the clay loams (OkB2 & OkC2) includes clay loam from 0 to
7" below ground surface, clay 7"-30", clay loam 30-38", and loam 38-80". The typical profile for
the fine sandy loam (RaB) includes fine sandy loam from 0 to 9" below ground surface, clay 9"-23
5

clay loam 23-36", and fine sandy loam 36-80". The reported depth to the water table presented in the
Web Soil Survey is greater than 200 centimeters (greater than about 6.5 feet) at the site.
Site Investigation
A site investigation was performed to confirm the soil survey findings and further
characterize the site with respect to near surface soil and groundwater conditions. On May 30th,
2014, a professional geotechnical engineer visited the site to perform and observe a series of test pits.
A total of 12 test pits were advanced across site at the approximate locations shown on the permit
drawings. The test pits were excavated using a Bobcat 325 mini -excavator with depths ranging from
about 4.5 to 6 feet below the ground surface. During the test pit excavations, the geotechnical
engineer visually characterized the soils, collected bulk samples, and observed and logged the
subsurface conditions.
The soil conditions were observed to be generally consistent across the site and typically
consist of:
1. Sandy Clay (CL) w/ near -surface rootmat:
a. low plasticity, 15-25% fine sand (estimated), brown, moist
b. ground surface to depth of 6" to 12", underlain by:
2. Clay with Sand (CL/CH):
a. low to medium plasticity, 5-15% fine sand (est.), orange/brown, moist
b. extending to about 2.5'-3.0' below ground surface, underlain by:
3. Sandy Silt (ML/MH):
a. low elasticity fines, 15-25% fine sand (est.), orange/brown, moist
b. extending to about to about 3.5'-4.5' below ground surface, underlain by:
4. Sandy Silt to Silty Sand (ML to SM):
a. low to non -elasticity fines, 25-50% fine sand, orange/brown/grey, moist.
Isolated boulders were observed at various depths in the test pits along the western boundary
of the site (TP-8, TP-9, and TP-10). No evidence of bedrock was observed in any of the test pits.
No evidence of groundwater (wet and/or saturated soils; standing or visible water, grayish
colors suggestive of saturated conditions) was observed within 24" of the ground surface. While no
wet/saturated soils or visible water where observed throughout the vertical extent of the test pits,
some limited grayish coloring was observed in the sandy silt/silty sand layer encountered near the
bottom of the test pits at depths greater than 3.5-4.5' below ground surface, which suggest the
potential that groundwater could be present in this zone part of the year.
2

Consistency with Section .1400
Siting/design requirements (Rule .1404.(a)(10)(B)) requires that portions of the site used for
waste receipt and storage, active composting, and curing shall have a soil texture finer than loamy
sand and the depth to the seasonal high water table shall be maintained at least 24 inches for a Type 3
facility.
Loamy sand is not defined in .1400, however the United State Department of Agriculture
(USDA) characterizes loamy sand as soil material that contains between 70 and 9 1 % sand and the
percentage of silt plus 1.5 times the percentage of clay is 15 or more; and the percentage of silt plus
twice the percentage of clay is less than 30. A graphical representation for loamy sand from USDA is
found below:
,goo
'oo 00 `Po o 00 so 70 °o ''o --o
Percent sand
The soils encountered in the test pit explorations at the site have a soil texture finer than
loamy sand. The estimated percentage of sand for the soil in the upper 3-4' of the site were less than
50% (estimated as 25% or less) and classify as clays/silts. The sandier material encountered at the
bottom depths of the test pits also were observed to have estimated sand contents of 50% or less.
Loamy sand is characterized by USDA as having between 70 and 91 %. As discussed above, the site
soils are significantly finer than loamy sand and therefore this portion of Rule .1404(a)(10)(B) is
satisfied.
As earlier discussed, no evidence of groundwater (wet and/or saturated soils; standing or
visible water, grayish colors suggestive of saturated conditions) was observed within 24" of the
7

ground surface. While no wet/saturated soils or visible water where observed, some limited grayish
coloring was observed in the sandy silt/silty sand layer encountered near the bottom of the test pits at
depths greater than 3.5-4.5' below ground surface, which suggest the potential that groundwater
could be present in this zone part of the year. Provided portions of the site used for waste receipt and
storage, active composting, and curing are graded such that finish grades are no greater than 1-1.5'
below existing grades, the depth to the seasonal high water table will be maintained at least 24 inches
and this portion of the Rule .1404(a)(10)(B) is satisfied.
2.3.11 - Public Access
The facility will not allow uncontrolled public access. A fence surrounds the proposed
facility on all sides.
2.3.12 - Sedimentation Pollution Control Law
Stormwater discharges during construction of the proposed facility will be permitted in
accordance with NCDENR's Erosion and Sediment Control rules.
Stormwater discharges for operations of the proposed facility will be permitted in accordance with
NPDES General Permit No. NCG 240000.
2.3.13 - Air Pollution Control Requirements
The facility is to be operated to meet air pollution control requirements to minimize fugitive
odorous emissions and to minimize odors at the property boundary. Minimize means to reduce to the
smallest amount, extent, or degree reasonably possible. Operational procedures for maintaining
aerobic conditions within the compost piles will be applied to minimize odor generation. These
procedures include adjusting the porosity, moisture content and pH of mixes. Additionally, the
carbon to nitrogen (C:N) ratio of the initial mix will be greater than 20:1 to minimize the release of
nitrogen based compounds such as ammonia.
An additional step that may be utilized is covering windrows with carbonaceous materials, as
described in Section 2.6 and in the O&M Manual. A conveyor mounted on a spreader may be used
to apply a layer of carbonaceous materials to windrows after formation, and following turning.

The composting operations have been strategically placed on site to minimize odors at the
property boundary.
2.4 — FEEDSTOCK AND MATERIAL TYPES
Feedstocks to be composted under this permit include animal manures, wood materials, yard
waste, cotton crop materials, meat, food waste, grease trap residuals, US domestic tobacco crop
material, cardboard, bleaching clay, animal fats, virgin gypsum board, lime, and starch water. Wood
materials to be composted at the facility under this permit include land clearing debris, yard waste,
wood shavings, sawdust, and pallets. Wood materials are from ground and unground land clearing
debris and pallets. Ground and unground yard waste is generated by local municipalities and the
general public. The wood shavings are generated from sawmill and furniture manufacturing
operations. All wood materials will not have been painted, stained, glued, nor treated. .
New waste streams will not be received until approval by the Division of Waste
Management.
The only feedstocks that presently can be expected to have seasonal variations in availability
are leaves, yard waste, and mulch. Leaves are seasonal and arrive in the fall and winter. Ground
mulch typically arrives during the drier months of the year when land clearing jobs are undertaken.
These factors vary depending upon the economy and the extent of construction activities. It is very
important for Wallace Farm to stockpile this material when it is available to help make it through
times when it is not.
Estimated annual quantities of feedstocks are summarized in Table 1. Please note that, as can
be shown in annual reports submitted by Wallace Farm, exact quantities received will vary from year
to year and from feedstock to feedstock, and in some years certain feedstocks might not be available
at all.
0

Table 1. Estimated' Annual Feedstock Quantities
Feedstock
Estimated Annual
Range (Tons)
Estimated
Density2,
lb/ cubic yard
Estimated
Annual Range
(cubic yards)
Ground Wood Debris
35000 - 60000
700
100000—171400
Yard Waste
8000 — 18000
600
26700 — 60700
Meat
35000 - 45000
1650
42400 - 54500
Cotton crop
500 - 1000
400
2500 - 5000
Sawdust/Shavings
500 - 1000
440
2300 - 4500
Food Waste
1000 - 2500
1400
1400 - 3600
Animal Manures
1000 - 1500
750
2700 - 4000
Tobacco crop
500 - 1000
400
2500 - 5000
Lime
1500 - 6000
1100
2700 - 10900
Cardboard
100 - 1000
260
800 - 7700
Virgin Gypsum Board
100 - 1000
1485
100 - 1300
Bleaching Clay
2000 - 4000
685
5800 - 11700
Animal Fat
500 - 1000
1500
700 - 1300
Starch Water
7000 - 8000
1685
8300 - 9500
Vegetable Waste
12000 — 50000
550
43600 - 181800
Unground Wood
1000 - 4000
850
2400 - 9400
'Quantity estimates are for years when feedstocks are available. Not all feedstocks are available
each year The estimated values are subject to change.
2Densities are field measurements, or estimated from various references.
10

2.4.1 Design (or maximum throughput) capacity
The design capacity (or maximum throughput rate) of a windrow based facility is a function
of a number of factors, including composting, curing, and storage times. These factors can vary
depending on operations approaches (composting has minimum time and temperature requirements,
for example, but longer times may be used), market conditions, and sales outlets' timing and needs.
One means of estimating the design capacity is to consider product mixing rates. Based on
experience of operating the Type 3 compost facility in Huntersville, production rates are anticipated
to approximately 110,000 tons per year, using a single shift for product mixing. The maximum
throughput based on product mixing for two shifts a day would be about two times this rate, or on
the order of 200,000 tons per year. The maximum practicable throughput rate of the facility is
approximately 200,000 tons per year.
2.4.2 Soils
Refer to Section 2.3.1
2.5 - SITE PLAN
The facility site plan is included in the permit drawings.
2.6 - OPERATION DESCRIPTION
The following describes facility operations. Dry carbonaceous materials (including wood
materials, yard waste, sawdust, wood shavings, US domestic tobacco and cotton crop materials) are
delivered to the facility and off loaded in the receiving area. A 1564 Hogzilla tub grinder, Vermeer
tub grinder, Multiple Volvo, John Deere, and Cat wheel loaders, and a 320 Cat excavator are used
for regrinding land clearing debris and for grinding unground land clearing debris, yard waste, and
pallets. Materials with significant water content (including meat, manures, food wastes, animal fat,
and starch water) are unloaded directly into the concrete receiving/mixing pit for preparing compost
mixes. The mixing pit can hold approximately 900 cubic yards of dry materials and approximately
120 tons of material with significant water content and is designed to be water tight.
The facility will utilize frac tanks or vertical tanks for storing liquid products that arrive when
the mixing pit is in use. Multiple tanks will be utilized to provide up to 45,000 gallons of liquid
11

storage. These tanks can also be used for off-loading shipments of high-water content feedstocks
that arrive when the mixing pit is in use and/or filled to capacity. Use of the tanks will help
maximize operations efficiency. There will be no storage of nitrogenous feed stocks onsite other than
liquids in the tanks.
The mixing pit is approximately 90 feet by 90 feet with up to 10' high walls. The mixing pit
is constructed of 8" thick concrete floor and 10" thick concrete walls. A concrete unloading and
washout area will is above the pit.
Materials are blended in the mixing pit by thorough mixing using one or two Volvo, John
Deere or Cat front end loaders at a rate of 300-400 yards per hour, targeting a homogenous mixture
with a C:N ratio of 20:1 to 30:1 and a moisture content of 40-60%. After the last mixture is
prepared and removed for further processing, the walls and dump areas are washed down with a high
pressure hose. The wash water is directed into the pit, to which fresh bulking material is added on
the bottom to absorb the moisture.
Analytical laboratory results for incoming feedstocks are used to determine the quantity of
each feedstock to use in each compost mix. The feedstocks will be sampled annually and such
analytical results will be updated and provided to the Division.
Parameters for each feedstock (%C, %N, moisture content, and bulk density) are entered into
standard mass -balance equations for composting —those in use were originally acquired by Wallace
Farm at a one of the national composting schools. In addition, a standard computer spreadsheet is
on -hand for verifying product mix ratios. Quantities of feedstocks used in mixtures are measured
using two approaches: mass measurements of each feedstock load (known using tare readings), and
by using the volume of the front end -loader buckets. When liquid wastes are stored, volumes routed
to the mixing pit are measured from knowledge of the fraction of tank capacity utilized.
Within two hours of blending, the mix is transported to the composting pad using dump
trucks and placed into windrows. A front end loader is used to improve the shape of the windrows as
necessary. Windrows are constructed approximately 14 - 16 feet wide, 5 - 7 feet high, and several
hundred feet long. The windrows are turned periodically using a Backhus windrow turner to maintain
aerobic conditions within the pile and to invert and fluff the windrow. The composting areas slope
with the natural lay of the land to facilitate drainage and allow access during any weather conditions.
12

Material generally remains in the turned windrows for approximately eight to sixteen weeks,
followed by placement in storage piles. The material achieves the process to further reduce
pathogens (PFRP) requirements (as well as Vector Attraction Reduction requirements) in the
windrows by maintaining pile temperatures at or above 131 °F for at least 15 consecutive days.
Windrows are turned at least five times during the period when temperatures are > 131°F. During
the PFRP period, temperatures are measured every other day or at least 3 times per week until
requirements have been met. An oxygen meter is used to measure oxygen content of compost pile
pore space, and usually is applied at the same time that temperatures are checked. Current process
durations for the various steps are shown in Table 2.
Working windrows vary from 5 - 7 feet in height by 14 - 16 feet in width. Cross -sections
vary depending upon initial size at set-up, and due to shrinkage. Windrow lengths may vary. Other
windrow sizes may be used, depending upon equipment settings, and other factors.
Table 2. Process durations at Wallace Farm.
Step
Process duration
Receiving
• 0.5 hours for weighing and removal
• Storage of feedstocks and bulking agents up
to 180 Days
• Storage of high water content feedstocks up
to 72 hours
Preparation
• 1 hour for each mixing pit loading
2 days for each windrow
Composting
8 to 16 weeks
Storage & Distribution
• 36 months of onsite storage
• Occurs all year, with increases in distribution
occurring in the Spring and Fall.
In the event that a batch of compost does not meet state or facility requirements for
distribution, the material can be added to a new compost mix for reprocessing or applied to farm
land. (Land application of compost not meeting state requirements must be pre -approved by DENR.)
If land is not available for land application, then an approved municipal solid waste landfill can be
used as a last resort for disposal.
13

After composting, the material is screened to approximately 1/2-3/8 inch to prepare for
marketing. The compost is marketed as Composted Cow Manure, Organic Compost, and Mushroom
Compost. In addition, the compost is mixed with other materials to create a variety of products.
These products include items such as Blended Top Soil, Planting Soils, and Potting Soils.
These products are marketed in both bulk and bagged form. Many professional landscape
organizations and retail outlets utilize the final products. In the event material cannot be marketed, it
will be applied according to regulations to pasture or farmland to supplement commercial
fertilization practices.
Personnel at Wallace Farm are trained to perform various work tasks on the farm and in
conjunction with the composting operation. There is not a precise routine at the composting facility.
Different personnel will work together to perform specific operations on a specific day. For
example, moving material off of the composting pad to the static pile may be the priority one week,
whereas screening the material in preparation for marketing may be the priority the next week.
Listed below are some general operations typically performed by personnel at the facility:
General Manager - Manage all operations and direct work efforts
Office Manager - Coordinates all billings and administrative activities
Fleet Manager - Coordinates all deliveries and trucking operations
Tractor Trailer and Dump Truck Drivers - Haul feedstocks and finished materials
Front End Loader Operator - Mixes feedstocks/shapes windrows/loads product/mixes and
screens finished products
Compost Turner Operator - Turns windrows/monitors compost piles
Bagging Line Operator - Bags finished products
The operation schedule varies as for other farm operations. Operations procedures may be
performed seven days per week depending on the work to be accomplished.
There are few routine tasks performed at the start of each day. Other than unlocking the
buildings, work is resumed from the previous evening. For example, bagging lines are restarted, and
compost mixing recommences.
Activities performed at the end of each day include: washing down the concrete receiving
area and mixing pit, removing keys from all trucks and equipment, locking fuel tanks and buildings.,
Airborne particulates are generally associated with dry compost. The initial mix solids
content can be varied during mixing to prevent over drying of the piles during composting. In
addition, water from the stormwater ponds may be used to add moisture, if necessary. A tractor
14

driven PTO (power take -off) pump is used to fill a 5,000 gallon Hydroforce water tank mounted on a
Volvo, off -road truck. The water trucks are equipped with spray nozzles for applying water to travel
areas and are equipped with specially designed nozzles for applying water to the top of compost
windrows.
Wallace Farm reports the following operational approach for meeting PFRP. During the first
month following windrow formation, Wallace Farm targets turning windrows every 5-10 days. If
necessary, water from the stormwater ponds is added to windrows during this time, which is prior to
the start of PFRP. PFRP is typically met during the second month of active composting. (As stated
in the regulations, for meeting PFRP, "Aerobic conditions shall be maintained during the compost
process. A temperature of 131 degrees F (55 degrees Celsius) or greater shall be maintained in the
windrow for at least 15 days. During the high temperature period, the windrow shall be turned at
least five times." As noted above, Vector Attraction Reduction is accomplished by meeting PFRP
requirements.) If additional water is needed during this PFRP period, well water is used. After
PFRP has been met, turning frequency is reduced to approximately every 10 days.
Household wastes are not part of the Wallace Farm feedstocks, such that household
hazardous wastes (nor any type of hazardous wastes) are not expected. If household hazardous
wastes were delivered, they would be seen during unloading and/or during product mixing, and they
would be removed and disposed of in an approved facility.
15

2.7 - PROCESS FLOW
The process flow is depicted in Figure 3, with further details in the Process Flow Fact Sheet
which follows. Processing steps are described in following sections. The tonnage values are
estimates only and are subject to change. The total annual quantity received will not exceed 200,000
tons.
16

YARD MATERIALS (8,000 - 18,000)
WOOD MATERIALS (35,000 - 60,000)
VIRGIN GYPSUM BOARD (100 - 1,000)
COTTON MATERIALS (500 - 1,000)
RECEIVING SAWDUST/SHAVINGS (500 - 1,000)
LIME (1,500 - 6,000)
UNGROUND WOOD (1,000 - 4,000)
CARDBOARD (100 - 1,000)
TOBACCO MATERIALS (500-1,000)
GRINDIN
MANURE STARCH WATER (7,000 - 8,000)
BLEACHING CLAY (2,000 - 4,000) CONCRETE FOODWA1,000-1,STE 002,500)
ANIMAL FAT (500 - 1,000) MIXING MEAT (35,000 - 45,000)
PIT VEGETABLE WASTE (12,000 - 50,000)
FRONT END LOADER
DUMPTRUCK
WINDROW COMPOSTI LGADER CARBONACEO S
8 - 16 WEEKS SPREADER MIXTURES &
(40,000 cubic yards) H2O AS NEEDED
LOADER
DUMP TRUCKS
STORAGE LOADER PRODUCT
LOADER PILE MIX
36 MONTH
(100,000 cubic yards)
LOADE
RECYCLED
BULKING
AGENT SCREENING LOADER PRODUCT
STORAGE
FRONT END
LOADER
PRODUCT COMPOST
MIXES
MARKET
Figure 3. Wallace Farm Solid Waste Composting Facility Process Flow Diagram (see
text for further details). All values are in tons/year, unless otherwise indicated.
17

Process Flow Fact Sheet
This Fact Sheet information summarizes the processing steps and equipment at the facility.
Note that aeration capacity is not cited because passive aeration is the method in use.
Grinding
• A 1564 Hogzilla tub grinder or a TG 7000 Vermeer Grinder is used to grind
and regrind incoming wood and yard materials at 240 cu yds/hr.
Volvo 150, Cat 962, John Deere 644 or 724 loaders and a Cat 320 excavator
are also used when the grinder is in operation. Bucket sizes are 6 and 2 cubic
yard, respectively.
Mixing Pit
• Volume: approximately 1500 cubic yards
• The detention time when mixing is performed is from 1 to 3 hours
Equipment Used at Mixing Pit:
• (1-2) Volvo 150 wheel loaders (6 cubic yard bucket)
• Caterpillar 962 wheel loader (5 cubic yard bucket)
• John Deere 724 wheel loader (5 cubic yard bucket)
• (3) John Deere 250 articulated dump trucks (18 cubic yard capacity
each)
• The equipment listed above is capable of mixing and hauling
approximately 300 cubic yards per hour.
Windrow Composting
• Bachkus self-propelled compost turner on tracks. The Bachkus turner is
capable of turning a windrow 5-7 feet tall and 14-16 feet wide at
approximately 1200 cubic yards per hour.
• A 4055 or 4455 John Deere tractor and Knight manure spreaders that have
been modified with a custom side discharge conveyers will be used to apply
carbonaceous materials to the top of windrows. The Knight spreader has a
capacity of approximately 18 cubic yards which will adequately cover one
windrow.
A Volvo off -road truck is used to apply water to windrows as needed. The
water truck is equipped with a 5000 gallon tank. Each truck is capable of
applying approximately 8000 gallons of water per hour.
Windrow Composting to Storage Pile
• Equipment Used to Transport Compost from Windrow to Storage Pile
• Volvo 150 wheel loader (6 cubic yard bucket)
• Caterpillar 962 wheel loader (5 cubic yard bucket)
• John Deere 644 and 724 wheel loaders (4.25-5 cubic yard
buckets)
In

• (3) John Deere 250 articulated dump trucks (18 cubic yard cap.)
• Equipment Used to Construct Static Piles
• Caterpillar D6 bulldozer
• John Deere 755 track loader
• Equipment Used to Add 3" to 6" of Finished Compost or other
Carbonaceous Material to Windrows
• John Deere 4055 and 4455 4WD Tractors
• (2) Knight 8000 Series spreaders with custom built side
conveyer
Storage Pile to Product Mix Area
I. Equipment Used to Move Compost from Static Pile to Mixing Area
• Volvo 150 Wheel loaders
• Cat 962 wheel loader
• John Deere 644 and 724 wheel loaders
• Cat 320 excavators
• (3) John Deere 250 articulated dump trucks as needed
Finished Product Mixing
1. Equipment Used in Product Mixing
• Volvo 150 wheel loaders (6 cubic yard bucket)
• John Deere 644 or 724 wheel loaders (4.25-5 cubic yard buckets)
• Backhus compost turner
Product Screening
Equipment Used for Screening:
• (2) Powerscreen 2100 Phoenix trommel screens with a screening
capacity of 225 cubic yards per hour per machine.
Storage capacity
• Feedstocks with high water content: 45,000 gallons total storage.
• Feedstocks with low water content: Receiving and storage areas
shown on the Site Plan
• Storage for finished Product
• A future building for product ready to be marketed.
• An additional 200' x 80' building includes three packaging lines
used to package and palletize products for distribution.
• Outdoor storage: 100,000 cubic yards; pallet storage noted below
Bulking agent:
Only wood materials are accumulated, and quantities vary with local
construction practices. The stored quantities can range from zero to
approximately 75,000 cubic yards; and are on site from zero to 365 days.
19

Quantities and timing summary
Active compost
Approximately 40,000 cubic yards, composting for 8 to 16 weeks.
Compost in storage piles
Approximately 100,000 cubic yards for additional storage for 1 year
to 36 months.
Compost finished and ready for bagging
Approximately 50,000 cubic yards, for up to 12 months
Products bagged and ready to go to market
Approximately 12,000 pallets, on -site up to 5 months, with ongoing
production and shipping throughout the year
Topsoil
Approximately 75,000 cubic yards, 365 days
20

2.7.1 - Materials Receiving/Processing
Wood materials, yard waste, sawdust, wood shavings, US domestic tobacco and cotton crop
materials are delivered by truck to the site and unloaded in the receiving and bulking agent storage
area. Grinding of wood materials will be performed with a 1564 Hogzilla or Vermeer Tub Grinder.
Any contaminants such as metal or trash that are inadvertently mixed with the wood material are
disposed of at a landfill. Manure, meat, food waste, and other feedstocks with high water content are
delivered to the concrete receiving/mixing pit shown on the site plan for immediate processing.
2.7.2 - Mixing
Mixing is accomplished by a front end loader as described in Section 2.6. The mix is then
moved by front end loader and dump trucks to a composting area.
2.7.3 - Composting
The mix is placed into windrows. A front end loader is used to shape the windrows, as
required. Carbonaceous materials may be placed on top of the windrows to increase solids content to
adjust the C:N ratio, or to minimize compost smells. The windrows are periodically turned with the
Bachkus compost turner. Windrows are constructed approximately 14-16 feet wide at the base and
5-7 feet high and several hundred feet long. The temperatures are measured in each windrow every
other day or at least three times per week until PFRP is achieved by maintaining temperatures above
or equal to 131 °F for a minimum of 15 consecutive days. Windrows are turned at least five times
during this period in which temperatures are > 131 'F. (Vector attraction reduction is met by having
temperatures higher than 104 Fahrenheit with an average temperature higher than 113 degrees for 14
days or longer.) Material remains in windrows for approximately eight to sixteen weeks during the
active composting period.
2.7.4 - Storage
After active composting, material is stored in a pile for approximately six to twelve months
prior to screening. Compost will be stored in large piles or windrows. The piles and windrows may
be covered with vented plastic covers to keep the compost dry during wet weather. Storage capacity
for approximately thirty six months of compost production is available outdoors.
21

2.7.5 - Screening
The material is screened to approximately'/2-3/8 inch to produce a more marketable compost
product. The overs (material greater than 3/8 inch in nominal size) are recycled and stored in the
receiving area until being mixed with incoming feedstocks.
2.7.6 - Air Emissions and Control Technologies
Operational procedures such as maintaining aerobic conditions within the composting
process (through control of porosity, moisture content, oxygen levels, and proper turning),
maintaining a neutral pH, and increasing the C:N ratio will be followed. In addition, nitrogen -
containing materials will be handled promptly, helping prevent formation of nitrogenous compounds
such as ammonia. Efforts are made to avoid turning windrows during unfavorable weather conditions
such as inversion conditions and undesirable wind directions. Windrows may also be covered with
carbonaceous materials (taking care not to reduce air flow), if offensive odors are observed.
Airborne particulates are generally associated with dry, dusty compost piles. The initial mix
solids content can be varied during mixing to prevent over drying of the piles during composting. In
addition, the water collected in the stormwater ponds or water from an on -site well may be used to
add moisture back to the piles, if necessary. A tractor driven pto pump is used to fill 5000 gallon
truck mounted Hydroforce water tanks. The water trucks are equipped with spray nozzles for
applying water to travel areas and are equipped with specially designed nozzles for applying water to
the top of compost windrows. Water from the stormwater pond is not added to windrows after the
start of the PFRP period.
2.7.7 - Leachate Treatment
Stormwater from composting areas is routed using natural contours and installed diversion
berms to the stormwater pond. Water from the stormwater pond is used on windrows that require
additional moisture for dust suppression (but not during or after PRFP), and may be used for
compost mixes.
22

2.8 - PRODUCT LABEL
A copy of the Wallace Farm product information sheets and product labels and compost (and
feedstock) analytical datais included in Appendix G. The Grade A composted cow manure is
registered with the NCDA as a fertilizer. The material is required to meet a minimum N-P-K value
of .5-.5-.5. It is routinely tested by the NCDA Agronomic Division. Grade A compost organic and
mushroom compost are registered with NCDA as a soil amendment.
2.9 - ENGINEERING PLANS AND SPECIFICATIONS
No additional site modifications are planned at present. Manufacturers' performance data for
equipment utilized at the facility is included in Appendix F.
3.0 - REQUIRED INFORMATION FOR OPERATING PERMIT
The following section describes the information required for reviewing an application for a
permit to operate the composting facility.
3.1 - CONTINGENCY PLANS
Contingency plans for unusual and adverse conditions are as follows:
3.1.1 - Equipment Breakdown
Wallace Farm has a full time mechanic on staff. Wallace Farm conducts regular equipment
maintenance. Sufficient storage of the feedstocks is provided to allow for routine maintenance
problems. If the compost turner breaks down, loaders can be used while it is under repair. Wallace
Farm also maintains a good relationship with its vendors and can get equipment repaired quickly.
However, equipment can be rented as necessary to maintain operations.
3.1.2 - Air Pollution/Odors
These approaches are described in Section 2.7.6.
3.1.3 - Non -Conforming Materials
23

Incoming feedstocks will be inspected upon arrival. Non -conforming materials are not
allowed on the site and visual inspection prevents this from being a problem. Any rocks found in
shipments are removed. Plastics are not a factor; however these would be separated out, by hand, if
present and placed in the on -sited dumpster.
3.1.4 - Spills
Spills of non -composted material will be cleaned up by a front end loader and added to active
compost piles.
3.1.5 - Fires
The local fire department will be called if needed in the event of any fire at the facility. If
piles of material catch on fire, a bulldozer and loaders will be used to separate the unburned material
from the burning material and prevent the fire from spreading.
3.1.6 - Particulates
Particulates are generally associated with overly dry compost piles. Water from on -site
stormwater ponds or from an on -site well can be used to increase moisture content and reduce
particulates. As noted above, addition of water from on -site ponds will not be performed after the
start of PRFP.
3.1.7 - Noise
Equipment normally associated with farm operations and grading operations is used on the
site, and some equipment noise is expected
3.1.8 — Vectors
Vector attraction reduction takes place during composting. To meet vector attraction
reduction, materials are to be treated in an aerobic process for 14 days or longer, during which time
the temperature of compost shall be higher than 40 degrees Celsius (104 degrees F) and the average
temperature shall be higher than 45 degrees Celsius (113 degrees F). Periodic turning occurs
throughout the composting process, as discussed above and in the O&M Manual. This approach is
24

considered very effective at controlling vectors. Nevertheless, Wallace Farm staff makes visual
observations for vectors.
Process modifications will be made, if required, to ensure these vector attraction reduction
requirements are met. This may include increasing the amount of wood material and cotton crop
material in the initial mix. Mixing of incoming wet materials and bulking agents occurs is outlined
in Section 2.6. Periodic turning occurs throughout the composting process, as discussed above and
in the O&M Manual.
3.1.9 - Unusual Traffic Conditions
Delivery schedules may be modified, if required, to prevent traffic impacts.
3.1.10 — Adverse Weather Conditions
Operations will be curtailed as necessary during wind, heavy rain, snow, freezing or other
adverse weather conditions. If conditions are very severe, feedstock delivery will be stopped, and
operations will cease. The compost turner, which runs on tracks, permits operations under all but the
most severe conditions. Delivery and other operations will also be reduced to match staff absences
due to inclement weather.
3.2 - OPERATIONS AND MAINTENANCE MANUAL
A separate operations and maintenance (O&M) manual for the facility has been prepared and
is included with this permit application.
3.3 - QUALITY ASSURANCE PLAN
Detailed records, including quantity and type of incoming materials, outgoing products, pile
temperatures, moisture and oxygen levels, turning frequency, and product testing will be maintained
at the facility. Composite compost samples will be taken quarterly and compared to the standards
shown in Table 4. Wallace Farm uses certified laboratories and their testing procedures are noted on
each lab analysis. Wallace Farm will test or obtain test data on incoming feedstocks annually to
ensure metals are below Solid Waste standards as shown in Section .1407.
Non-compostable materials are not allowed on the site. Wallace Farm receives feedstocks of
very consistent quality that does not contain any sort of non-compostable materials. Should non-
25

compostable materials be delivered, they will be sent back to those that sent them, if allowable by
law. If hazardous materials are received, Wallace Farm will report to the Division of Waste
Management immediately to seek solutions with them and determine proper removal and disposal
procedures to follow. If non-compostable materials are screened from initial delivery, they will be
separated and processed according to law. If they are non -hazardous, they will be routed to a
landfill. If hazardous, Wallace Farm will follow directions of experts at the Division of Waste
Management.
Table 4. Quarterly monitoring for Class A compost requirements.
Parameter
Unit
Limit
Foreign Matter
%
< or = 6
Cadmium
mg/kg dry wt.
39
Copper
mg/kg dry wt.
1500
Lead
mg/kg dry wt.
300
Nickel
mg/kg dry wt.
420
Zinc
mg/kg dry wt.
2800
Selenium
mg/kg dry wt
36
Arsenic
mg/kg dry wt
41
Mercury
mg/kg dry wt
17
Pathogens (fecal coliform)
MPN/g dry wt.
< 1000 per g
Total N
%
None
Phosphorous
%
None
Potassium
%
None
3.4 - PROCESS FLOW
The process flow is described in Section 2.7.
26

3.5 - PERMITS AND APPROVALS
A copy of the local zoning authority approval to operate the composting facility is included in
Appendix A
3.6 - PRODUCT MARKETING AND DISTRIBUTION PLANS
Wallace Farm successfully markets the final compost in both bag and bulk form to large
chain retail outlets, area landscapers, and homeowners.
27

REFERENCES
Epstein 1997. The Science of Composting. Technomic Publishing Co., Inc., Lancaster, Pennsylvania
p. 340.
Radcliffe, D.E., K.A. McVay, and D.E. Brune, 1997. "Nitrogenous and Phosphorus Losses from
Dairy Loafing Areas and Lagoons." From the Proceedings of the Southeastern Sustainable Animal
Waste Management Workshop. February 11 - 13, 1997, Tifton, Georgia, p. 25.

Permit Drawings
See Attached Permit Drawings
Wallace Farm Type 3 Compost Facility
Davie County Site

Appendix A — Zoning Verification
Wallace Farm Type 3 Compost Facility
Davie County Site

DAVIE COUNTY o P_ '�'
DEVELOPMENT SERVICES J
298 FAST DrPOTST. 110CKSV1LLE, NORTH CAROLI-NA 27028 OU �y�C
1,11 :( V053-6050 rAl :f 336)7.5r-7689
April 22, 2014
Eric Wallace
Wallace Farms
14410 Eastfield Road
Huntersville, NC 28078
Re: Zoning Interpretation, Compost Manufacturing Facility
Dear Mr. Wallace,
This letter is in response to your request to how the Davie County Zoning Ordinance defines and
or regulates a Compost Manufacturing use. The Davie County Zoning Ordinance does not
specifically list a Compost Manufacturing as a use within § 155.125 Table of Use Districts. The
Ordinance does allow in § 155,124 Other Uses Not Specifically Listed, the Zoning Enforcement
Officer to make a determination whether a use is permitted in a particular district. The term
"Compost Manufacturing", the industrial processing and mixing of organic matter and materials
for commercial product sales, as determined by this office shall be regulated by § 155.125 (B),
Industrial, Manufacturing C. A Manufacturing C use is defined as:
MANUFACTURING C. A manufacturing establishment primarily engaged in the processing
and manufacturing of materials or products not otherwise classified under Manufacturing A,
Manufacturing B, or other use defined in this section. Manufacturing C includes the processing
and manufacturing of products from extracted or raw materials, the assembly of large or heavy
machinery, and the storing or using of flammable, explosive, hazardous, or toxic materials in the
manufacturing processes. Because of the nature of its operations and products, Manufacturing C
may impact surrounding properties due to noise, odor, vibration, glare, and/or air and water
pollution. This definition may include the uses in the following NAICS grout)(s):
3133 Textile and Fabric Finishing and Fabric Coating Mills
3161 Leather and Hide Tanning and Finishing
321114 Wood Preservation
3212 Veneer, Plywood, and Engineered Wood Product Manufacturing
3221 Pulp, Paper and Paper Board
3241 Petroleum and Coal Products Manufacturing
3259 Other Chemical Product and Preparation Manufacturing
3262 Rubber Product Manrfachn•ing
3271 Clay Product and Refractory Manufacturing
3272 Glass and Glass Product Manufacturing
3279 Other Nonmetallic Mineral Product Manufacturing
331 Primary Metal Manufacturing
3329 Other Fabricated Metal Product Manufacturing
3333 Commercial and Service Industry Machinery Manufacturing
3353 Electrical Equipment Manufacturing
3359 Other Equipment and Component Manufacturing
3369 Other Transportation Equipment Manufacturing

DAME COUNTY
DEVELOPMENT SERVICES
TA NOR-rH CAROLI,NA 27028
PH:(33I)253-6050 FAX:(.336)2 1-7699
The property indicated for this proposed use, Davie County Tax Parcel E6/1001 has a zoning
classification of Industrial I-4 Special Conditions. These conditions include:
(1) THE FOLLOWING SHALL NOT BE PERN4117ED:
• LANDFILLS
• CARBON & BXI"TERY PRODUCTS IMANU}•ACTURING
• CHEN41CAL MANUFACTURING
• POLE TREATING PLANTS, COAL AND WOOD YARDS
• 'TIRE MANUFACTURING AND RECAPPING
• WASTE SITES (HAZARDOUS)
• WRECKING YARDS OR JUNK YARDS
(2) ALL ENTRANCES ON PUBLIC STREETS MUST BE LANDSCAPED
(3) ANY BOUNDARY WI`T11 AN ADJOINING RESIDENT[ALLY ZONED PROPERTY (EXCEPT THE
L.AKF) SHALL HAVE A DENSELY PLANTED AND MAINTAINED BUFFER STRIP OI, AT LEAST
30 FEET IMTH AT LEAST 20 OF WHICH IS TO BE MAINTAINED OUTSIDE, ANY PFRIMFTF.R
FENCING
(4) COMPLIANCE W][TH ALL FEDERAL, STATE, AND LOCAL SITE REQUIREMENTS.
A Compost Manufacturing use shall he determined to fall within the North American Industrial
Classification (NAICS) Group 325 and is permitted within this zoning classification, provided all
other conditions of zoning being met.
Please be advised that this interpretation shall not authorize the establishment of such use nor the
development, construction, reconstruction, alteration or moving of any building or structure, It
shall merely authorize the preparation, filing, and processing of applications for any approvals
and permits that may be required by the codes and ordinances of the County including, but not
limited to, a zoning permit, a building permit, a certificate of occupancy, subdivision approval,
and site plan approval.
An applicant or any other person or entity adversely affected by a decision administering or
interpreting this Section may appeal to the Board of Adjustment. Notice of appeal shall be filed
within thirty (30) days of the administrative decision. The appeal shall be filed with the zoning
Administrator and shall specify the decision appealed and the reasons the appellant claims the
decision to be in error.
Sincerely,
Andrew Meadwell
Davie County
Development Services
Cc: Ed Vogler, County Attorney

GK968PG3g2
DEED TRANSFER CHECKED r� 04382
Davie County, North Carolina �YTAX ADMiNJISTRATOR
Excise Tax Paid $ FILED FOR REGISTRATION
SEPTEMBER 16, 2014 10:56 A.M.
- DATE TIME
AND RECORDED IN BOOK 968 PAGE 392
N V � N1All. TO = WISI-TARTWORMS M. BRENT Si�OAF, REGISTER OF DEEDS
, ! pAvi C u - .�1
60832 NIDRRI5ol,1 BLVD, BY
ann
N C 262 l 1 DEPUTY
Deed Stamps $1,983.00
Drafted by: Henry P. Van Hoy, Il, Attorney at Law, Mocksville, NC 27028
Maff--te: GRANTEE @ 9401 Harris Road, Concord, NC 28027
TAX MAP: E-6-10.01; PIN 5851443634
Recording Information
SPECIAL WARRANTY DEED
THIS DEED made this rz -/< day of September, 2014, by and between
GRANTOR:
J. B. Harrison Properties, LLC, a North Carolina limited liability company, hereinafter
referred to collectively as the Grantor:
TO
GRANTEE:
Team Wallace, LLC, a North Carolina limited liability company, hereinafter referred to as
the Grantee:
REQUIRED INFORMATION
The Grantors' address is: 20204 Lola Circle, Cornelius, NC 28031
The Grantee's address is: 9401 Harris Road, Concord, NC 28027
Primary Residence Information: The Property described in Exhibit A does not include the
primary residence of the Grantor.

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WITNESSETH:
THE GRANTOR, for valuable consideration paid by the GRANTEE, receipt of which is
acknowledged, has and by these presents does grant, bargain, sell and convey unto the GRANTEE,
with SPECIAL WARRANTY, in fee simple all of that certain parcel of land situated in Davie
County, North Carolina (the "Property") and more particularly described in the attached Exhibit "A".
The GRANTOR acquired title to the Property by instrument recorded in Book 320, Page
67 in the Office of the Register of Deeds of Davie County, North Carolina.
TO HAVE AND TO HOLD the Property and all privileges and appurtenances thereto
belonging to the GRANTEE in fee simple.
THE GRANTOR COVENANTS with the GRANTEE, that the GRANTOR has done
nothing to impair such title as the GRANTOR received, and the GRANTOR will warrant and defend
the title against the lawful claims of all persons claiming by, under or through the GRANTOR,
except for the exceptions stated below.
Title to the Property is subject to the following exceptions:
Easements and restrictions of record.
Ad valorem taxes for 2014 and subsequent years.
The terms GRANTOR and GRANTEE as used in this Deed include the masculine and the
feminine, the singular and the plural, as the context requires, and the heirs, successors, and assigns
of the parties hereto.
IN WITNESS WHEREOF, the GRANTOR have signed and sealed this deed the day and
year first above written.
GRANTOR
J. B. HARRISON PROPERTIES, LLC
BY
/1/11Y - Harrison, Manager

STATE OF NORTH CAROLINA
COUNTY OF DAVIE
I certify that the following person(s) personally appeared before me this day, each
acknowledging to me that he or she voluntarily signed the foregoing document for the purpose stated
herein and in the capacity indicated: (here state names ofpr-incipals office%apacity)
JEFFREY B. HARRISON, Manager of J. B. Harrison Properties, LLC
This IZ day of , 2014.
►IAtI1H cA
i
-, icial Signature of Notary
ru NOTARY e
(Official Seal) _ �e� t C Gt 14 . «h ,s
PUBLIC 2U #otary's printed or typed name, Notary Public
Ff�``iG�E COUN'y�������` My commission expires:

BKQb8PG395
Exhibit A
BEGINNING at an iron in the northern right of way margin of U.S. Highway Interstate 40, located
South 61 degrees 09 minutes 46 seconds West 307.06 feet from the NCGS Monument "Ward"
(N=815,619.96, E= 1,556,838.43), also the southwest comer of the property of Charles L. Williams
(Deed Book 59, Page 504 and Deed Book 81, Page 253, Davie County Registry of Deeds) and
running thence with the northern right of way margin of U.S. Highway Interstate 40, South 46
degrees 52 minutes 23 seconds West 93.76 feet to a right of way monument in the northern right of
way margin of U.S. Highway Interstate 40; thence continuing with said right of way line South 46
degrees 23 minutes 43 seconds West 1128.85 feet to a right of way monument in the northern right
of way margin of U.S. Highway Interstate 40; thence continuing with said right of way line South
46 degrees 22 minutes 00 seconds West 1231.08 feet to a right of way monument in the northern
right of way margin of U.S. Highway Interstate 40; thence continuing with said right of way South
47 degrees 38 minutes 13 seconds West 120.26 feet to a right of way monument in the northern right
of way margin of U.S. Highway Interstate 40; thence continuing with said right of way line South
46 degrees 12 minutes 43 seconds West 855.89 feet to an iron found in a TRACT LINE, which iron
is located North 84 degrees 56 minutes 00 seconds East 140.35 feet from another iron found in the
TRACT LINE; thence continuing with said right of way line South 46 degrees 21 minutes 00
seconds West 1608.19 feet to a right of way monument in the northern right of way margin of U.S.
Highway Interstate 40; thence continuing with said right of way line South 49 degrees 37 minutes
50 seconds West 607-63 feet to a right of way monument in the northern right of way margin of U.S.
Highway Interstate 40; thence continuing with said right of way line South 46 degrees 21 minutes
00 seconds West 80.13 feet to an unmarked point in center of Sugar Creek; thence with the center
of said Sugar Creek as the same meanders in a northern direction the following courses and
distances:
North 13 degrees 14 minutes 45 seconds West 304.32 feet;
North 21 degrees 23 minutes 36 seconds West 174.51 feet;
North 14 degrees 15 minutes 08 seconds East 175.42 feet;
North 06 degrees 54 minutes 09 seconds East 267.48 feet;
North 17 degrees 00 minutes 40 seconds East 175.33 feet;
North 86 degrees 01 minutes 59 seconds East 060.00 feet;
South 86 degrees 52 minutes 53 seconds East 070.73 feet;
South 57 degrees 30 minutes 01 seconds East 172.92 feet;
North 23 degrees 58 minutes 04 seconds East 137.57 feet;
North 14 degrees 23 minutes 04 seconds West 200.42 feet;
North 05 degrees 33 minutes 44 seconds East 232.62 feet;
North 09 degrees 42 minutes 43 seconds West 222.60 feet;
North 36 degrees 38 minutes 12 seconds East 086.49 feet;
North 26 degrees 21 minutes 53 seconds East 040.44 feet to an
iron found on the Sugar Creek bank at the TRACT LINE, which iron is North 74 degrees 00 minutes
44 seconds West 182.68 feet from another iron found on the TRACT LINE; thence continuing with

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the center of said Sugar Creek as the same meanders in a northern direction the following courses
and distances:
North 28 degrees 58 minutes 51 seconds West 114.44 feet;
North 01 degrees 55 minutes 13 seconds East 112.42 feet;
North 41 degrees 42 minutes 42 seconds West 062.15 feet;
North 23 degrees 38 minutes 18 seconds West 090.39 feet;
North 08 degrees 14 minutes 08 seconds East 101.37 feet;
North 24 degrees 23 minutes 15 seconds West 75.12 feet;
North 38 degrees 40 minutes 47 seconds West 70.09 feet;
North 27 degrees 36 minutes 49 seconds West 260.45 feet;
North 04 degrees 54 minutes 32 seconds West 102.63 feet;
North 38 degrees 10 minutes 07 seconds East 62.93 feet;
North 41 degrees 50 minutes 30 seconds East 90.62 feet to an
iron found on the bank of Sugar Creek; thence North 39 degrees 22 minutes 01 seconds East 459.56
feet to an iron; thence North 85 degrees 21 minutes 25 seconds East 321.24 feet to an unmarked
point in a lake located on the Northern boarder of the property; thence North 33 degrees 21 minutes
25 seconds East 285.64 feet to an unmarked point in the said lake; thence North 64 degrees 21
minutes 25 seconds East 134.55 feet to an unmarked point in the said lake; thence North 37 degrees
21 minutes 25 seconds East 113.06 feet to an unmarked point in the said lake; thence North 10
degrees 27 minutes 29 seconds East 127.51 feet to an unmarked point in said lake; thence South 87
degrees 28 minutes 17 seconds East 327.45 feet to an iron located on the western border of the
Charles L. Williams property (Deed Book 59, Page 504 and Deed Book 81, Page 253, Davie County
Registry of Deeds); thence continuing on the same Charles L. Williams line, North 83 degrees 23
minutes 11 seconds East 1623.71 feet to an iron found in a farm road; thence continuing on the same
Charles L. Williams line South 88 degrees 44 minutes 20 seconds East 392.54 feet to an iron found
at the TRACT CORNER; thence continuing on the same Charles L. Williams line North 89 degrees
32 minutes 52 seconds East 788.52 feet to the POINT AND PLACE OF BEGINNING, containing
162.33 acres, as surveyed May 11,1989 by Tutterow Surveying Company, drawing number 4414.4,
and revised on 1-6-97 to change the name, and subsequently revised again on March 31, 2014 to
change the name as follows: "Survey for: Wallace Farm"
This is the same property the Grantor acquired in a deed recorded in Book 320, Page 67 in the
Office of the Register of Deeds of Davie County, North Carolina.
N:\MyFiles\Hank Van Hoy\Real Estate\J. B. Harrison Properties, LLC - Eric Wallace, deed, my 14875.71, Sept. 2014.wpd

Appendix B Report on Wetland & Stream Designations
Wallace Farm Type 3 Compost Facility
Davie County Site

f>i�':� r-7VED
U.S. ARMY CORPS Off` ENGINEERS
WILMINGTON DISTRICT JUL 2 12014
Action Id. 201401112 County: Davie U,S,G,S. Quad: Mocksv :
NOTIMATION OF JURISDICTIONAL DETERMINATION
Property Owner/Agent: Wallace )Farm Inc.1 J.P. Harrison Properties, LLC f Eric Wallace
Address, 14410 East field Road
Huntersville NC 28078 Copy
Telephone, No.: 704 875-2975
Property description:
Size (acres) 219_ Nearest Town Mocksville
Nearest Waterway Sugar Creels River Basin Yadkin River
USGS HUC 03040101 Coordinates N 35.977635 W-80.510781
Location description Pronosed development site located off of Lee -Jackson Drive adiacent to tributary of Su ar
Creels, east of Mocksville, in Davie County, North Carolina.
Indicate Which of the Following Apply:
A. Preliminary Determination
_ Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction, To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331).
H. Approved Determination
_ 'There are Navigable Waters of die United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this deterittination may be relied upon for a period not to exceed five years fiom the date of this
notification.
X There are waters of the U.S. including wetlands on the above described project area subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
_ We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For n more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
X The waters of the U.S, including wetland on your project area have been delineated and the delineation has been
verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be
reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to
CWAjurisdiction on your property which, provided there is no change in the law or our published regulations, may be
relied upon for a period not to exceed Five years.
_ The waters of the U.S. including wetlands have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on . Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
There are no waters of the U.S., to include wetlands, present on the above described property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
w The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal ,Area Management Act
(CAMA). You should contact the Division of Coastal Management in Washington, NC, at [phone] to determine
their requirements.
Page 1 of 2

Action ID:
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). if you have any questions regarding this
determination and/or the Corps regulatory program, please contact John Thomas at 919 554-4884 ext. 25.
C. Basis For Determination
There are stream cItannels within pur ro'ect site which are tributaries of Sugar Creek which tlo+vs into the Y:td]<in
River and the Atlantic ocean.
D. Remarks
E. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. I f you request to appeal this
determination you must submit a completed RFA form to the following address:
District Engineer, Wilmington Regulatory Division
Attmican Gibby, Project Manager,
Raleigh Regulatory Field Office
3331 Heritage `trade Drive, Suite 105
Raleigh, North Carolina 27615
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the District office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by Seater fiber 17, 2014.
"It is not necessary to submit an R7 form to the District Office if you do not object to the determination in this
correspondence.*" // I
e ulatot official:
Carps R g y ...
Date 07/17/2014 1 Expiration Date 07/17/2019
The Wilmington District is committed to providing the highest level of support to the public. To help its ensure we continue to
do so, please complete the Customer Satisfaction Survey located at our website at http:llra><ulat r�i y.usaCe urve .coat/ to
complete the survey online.
Copy furnished:
Jay Quattrocchi, !-Tart Hickman, 2923 South Tryon Street, Suite 100, Charlotte, NC 28203
Page 2 of 2

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: Wallace Farm Inc. f J.P. File Number: SAW 2014 Date. July 17, 2014
Harrison Pro erties LLC 1 Eric Wallace �01112
Attached is: See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of A
PROFFERED PERMIT Standard Kermit or Letter ofpermission) B
PERMIT DENTAL C
APPROVED JURISDICTIONAL DETERMINATION D
PRELIMINARY JURISDICTIONAL DETERMINATION E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above
decision. Additional information may be fouled at http://www.usace.army;tmil/inettfunctionsfew/eecwo/rep or
Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERI,D PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. Ifyou received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
OBJECT: if you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the
permit be modified accordingly. You must complete Section 11 of this form and return the form to the district engineer. Your
objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal
the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modift y he
permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit
having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer
will send you a proffered permit for your reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: if you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you
may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section I1 of this form
and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of
this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section li of this form and sending the form to the division engineer. This form must be received by the division engineer
within 60 days of the date of this notice.

D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
provide new information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD, Failure to notify the Corps within Go days of the date of
this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
APPEAL: If you disagree widt the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative
Appeal Process by completing Section If of this form and sending the form to the district engineer. This form must be received by
the division engineer within 60 days of the date of this notice.
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps
regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved
JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new
information for further consideration by the Corps to reevaluate the JD.
SECTION II - RE VEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your
objections to an initial proffered permit in clear concise statements. You may attach additional information to
this form to clarify where your reasons or objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps
memorandum for the record of the appeal conference or meeting, and any supplemental information that the
review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps
may add new information or analyses to the record. However, you may provide additional information to clarify
the location of information that is already in the administrative record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision If you only have questions regarding the appeal process you
and/or the appeal process you may contact: may also contact:
John Thomas, Raleigh Regulatory Field Office, Administrative Appeal Review Officer
CESAD-ET-CO-R
919 534-4$$4 ext. 25
U.S. Army Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room 9M15
Atlanta, Geor is 30303-$$01
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any
government consultants, to conduct investigations of the project site during the course of the appeal process. You
will be provided a IS day notice of any site investigation, and will have the opportunity to participate in all site
investi ations.
Date: Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits and approved Jurisdictional Determinations send this
form to:
District Engineer, Wilmington Regulatory Division, Attin;Jean Gibby, Project Manager, Raleigh
Regulatory Field Office, 3331 Heritage Trade Drive, Suite 105, Wake Forest, Nolrtb Carolina 27587

For Permit denials and Proffered Permits send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Administrative
Appeal Officer, CESAD-ET-CO-R, 60 Forsyth Street, Room 9M15, Atlanta, Georgia 30303-8801

�i
♦f _
Y.f -
r1� �s
F- is -`{ - � � • .. , r •x',�A�Y' `
r
JI
Yri -'_ - -fig'' �r Wit.•'
At
A111IIIIII *-A
LEGEND
• a ■ ® SITE PROPERTY BOUNDARY
DELINEATED INTERMITTENT OR
r T = PERENNIAL STREAM
DELINEATED EPHEMERAL
1 B ��5 • _'' -' ` STREAM
- '
DELINEATED WETLAND
APPROXIMATE
f 0 500 1000
NEENEI
+-_ SCALE IN FEET
Stream and wetland features shown are based upon the June 18, 2014
site meeting with the USACE. A preliminary JD is pending as of July 9,
2014.
Ti,LE
USACE JURISDICTIONAL FEATURES MAP
�f P�.Fb HARRISON & W.P. HARRISON PROPERTIES
LEE-JACKSON DR. & PINEBROOK SCHOOL RD.
MOCKSVILLE, NORTH CAROLINA
- -" _ • 2923 South Tryon Street -Suite 100
- f hart hickman Charlotte, North Carolina28203
e 704-586-0007(p) 704-586-0373(f
SMARTER ENVIRONMENTAL SOLUnONS License # C-1269 / #C-245 Geology
DATE: 07-09-14 REVISION NO. 0
_ - JOB NO. GMI-001 FIGURE NO. 2

719
ON
GRID NORTH
MAP SCALE 1 1,000' (1 : 12,000)
Soo 0 Soo 1,000 1,600 Z000
FEET
PANEL 5840J
FIRM
FLOOD INSURANCE RATE MAP
NORTH CAROLINA
PANEL 5840
(SYEn AATOR DIAGRAM OR MAP INDER FOR FIRM PANEL
Ot
CONTAINS:
COMMUNITY CIO No. RANEL ^UI F
DAME COUNTY 370308 $840 J
Nd ce tf Naar The NWp Number el—n belpw rhGI11E M umd
whm placing map adera; the community NumbM lhmn d—
ajtpyltl be Yee? c% insuran applir Ac- !Dr the p{blpa
mmrnunly.
EFFECTIVE DATE MAP NUMBER
SEPTEMBER 17, 2008 3710584000J
e� e+•er
State of North Carolina
Federal Emergency Management Agency
k' This is an ofn ci al copy of a portl on of the abode referenced flood map- It
was extracted using F-MIT On -Line- Thls map does not reflect changes
or amendments which may have been made subsequent to the date on the
title block. For the latest product information about National Flood Insurance
WwAffill6w j Program flood maps check the FEMA Flood Map Store at www- mac- fema.gc

Appendix C — Construction Specifications
Wallace Farm Type 3 Compost Facility
Davie County Site

I I I I
I I I I
I 1
I I I I
------------ a M W-& 151-& W
UE
lot
4
1d NO ,vw I i
LOAD ZONE 10' NO SL RC 4ARE
LOAD AREA
I I I I
I I I I
I I I
I I I
I I I I
I I I
i I 10 NO WRCHARE
AREA
CONTROL I I
nf'QIBCAL)
4
1 I
I
I I
I all SLAB coN S
REIN"CED Lu/ 04'e SY OTHERS
A I IN 12" O.G. GRip
LOADS -----------------I-- 1------- —I--- ----- ----
2' TALL STEM
D
I I I
i I I
4 D
I I I
G C }?
I I
A i A
I I I I
I
I'-4" S)=GTION STEM I
J
WALL OPpN FOR 8'-0" 86GT10N OF I I'-4" WCtION OF 8T1:M
I CLAN Our I c�Nu� OFTEN oR WALL OPEN oR
LOWER 8
I CLEAN Out _ UNQER _ - - QUISO _ _ y- O NER C.J.
-----
Is----------- ----- - -----� --_
I I CALL �s I I E -
sFGMWr IN N REIN"CMENt
Out ARi=A9 WITH V COVER AT
I EACH WARN DUT I I '
EDGEM'YPICAL)
I '
'-4
I
f
- - I -- C] 2' TALL STEM
10 No � a � MALL
LOAD ZONE I �• I ,p
40
I I STO 4 E
I I I I I
------- G.J.-- CONTAINE
UFFER SLA
A EA BLA
I 1 I
le LU
I I I I
i I I I
I I I
W '�
lip
MIXING PIT LAYOUT
s
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8
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RESID�NTiAL'
STRUCTURES T
=-i PC :c=
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No. 3295 G
rrrfi� I I t�,fr���
DENT1.aLSTRUerurcS, r. _.
€%i. Dav,,�-an St.
Shs-, ae, N . 2d205
& st, ducal Only
No. I Revision/issue I Date
r7.777-7�

DESIGN LOADS:
1) Design loads are all dead loads plus:
A) Surcharge.................................................500 PSF
B) Wind load...........................................90 MPH or as required by code
C) Snow load..........................................20 PSF or as required by code
2) All designs are in accordance with 2012 IBC. Refer to the relevant Code for any
additional information not covered in these notes or the design.
3) Engineering design is for structural information only. Engineer of Record
does not accept responsibility for dimensional errors, architectural errors,
detailing of the waterproofing, plumbing, electrical, or mechanical
information or any part of the plan not relevant to the structural information.
SITE SOIL CONDITIONS:
1) Minimum allowable soil bearing capacity of 2,000 psf in all construction areas.
The contractor is responsible for notifying the Engineer of Record
if any soils are found to be unsuitable for this bearing capacity. The contractor is
responsible for obtaining soil testing to ensure that the bearing capacity of the soil
meets or exceeds this value. All fill is to be compacted to 95% density as measured
by the Standard Proctor Test (ASTM D-1557).
2) All soil that is being retained to have a maximum at —rest active soil pressure of
33 psf. The contractor is responsible for obtaining soil testing to ensure that the
maximum at —rest active soil pressure does not exceed this value and notifying the
Engineer of Record if the at —rest active soil pressure is not obtainible.
3) Contractor to provide adequate drainage from behind retaining walls.
4) All footing excavations shall be neat, straight, and level in the proper
elevations to receive the concrete. Excessive variations in the dimensions
of footings or slabs will not be permitted. Reinforcing steel and mesh shall be
accurately placed and supported to maintain their position during the
concrete pouring. Edge forms shall be used for concrete that will be exposed.
5) All slab penetration are to be the responsibility of the contractor.
Penetration interfering with reinforcing shall be approved by the Engineer
of Record prior to the placement of concrete.
6) Elevation difference between the bottom of adjacent footings shall be less than
their horizontal distance apart in feet.
STEEL AND CONCRETE GENERAL NOTES:
1) All rebar shall conform to ASTM A36 having a minimum yield stress of 36,000
psi = 36 ksi.
2) All Concrete to have minimum compressive strength of 3,000 psi.
3) Tie all intersecting rebar with 9 guage tie wire.
4) All dowels to have standard hook in footing.
an CONCRETE
SLAB WITH 6X6
2.WMcJ WWM
TURN 45 AND
PLACE IN UPPER
SLAB MICH4MC44T
FOR 8' WITH 04%
HORIZONTALS AT
12" O.G.
COMPACTED FILL
WITH MINIMUM
2A00 PSF
BEARING
CAPACITY
S DOEEL8 W1T14
PROVIDE 'BITNUTHAWANDARD HOOK, —1
WATER PROOFING MEMBRANE AT 12" O.G.
TO FONDATION WALL DEL4W M P
GRADE "
4" PERFORATED FOOTING 2 $
DRAIN W/GRAVEL
BACKFILL -------
NOTE, TIE ALL INTERSECTION
REBAR WITH 9 CsUAGE TIE WIRE
NOTEs AT ALL WASH OUT
LOCATIONS, INITSTALL
CONTINUOUS 45 VERTICAL
REBAR WITH 3" COVER TO
REINFORCE EACH IIPPER
BARRIER EDGE
VERTICALS AT
AV45
12" O.G.
04 REBAR AT 12" O.G.'T
CONTINUOUS IN 2,8 -0 -4
FOOTING 5'-0"
op
(3)14'S CONTINUOUS REBAR IN
FOOTING TIED TO DOWELS
LOWER SLAB
04 HORIZONTALS
AT 12' O.G.
04 TIES AT 24"
O.C.
B" CONCRETE
BLAB WIT44 6X6
Z%XZCJ WWM
(OTPIONAL
REINFORCEMENT
UPGRA09 •4'6 w
12"XI2' GRID)
(3)04'S CONTINUOUS REBAR N
FOOTING TIED TO DOWELS
DETAIL A -A
TURN 05 AND
PLACE IN UPPER
SLAB MID -WEIGHT
FOR 8' W1TH 04'S
HORIXONTALB AT
FINISHED GRADE
HOGA4T
CHART:
PROVIDE "BITHUTHANE'
WATER PROOFING MEMBRANE
TO FONDATION WALL BELOW
GRADE
HORIZONTAL IR. •- .
REBAR (S»
CHART)
•4 REBAR AT 12' O.G. W3
CONTINUOUS IN
FOOTING (3)04'6 CONTINUOUS REBAR IN
FOOTING TIED TO DOWELS
VERTICAL R !BAR
(SEE CHART)
8" 'cmCREtE
BLAB WITH 6X6
2.SX2.S WWM
(OTPIONAL
REINFORCEMENT
UPGRADE 04'5 w
12"X12" GRID)
(3P4'6 CONTINUOUS REBAR IN
FOOTING TIED TO DOWFI.S
UNBALANCED FILL
W1
W2
W3
VER77CAL (REBAR)
HORIZONTAL (RESAR)
0' TO 4'-0'
6"
6"
24`
#3 a 16' O.C.
#3 & 16' O.C.
4'-0" TO 7'-0"
12"
30"
54"
#5 a 16" O.C.
#'5 ® 16" O.C.
7'-0' TO 10'-0"
18"
42'
72"
116 ® 8" O.C.
#6 0 8- O.C.
BARRIER/GUARD RAIL 12" O.G. s" GON4GRI°TE
TO BE SLAB WITH 6X6
SUPPLIED/INSTALL 8Y 2.WMS WWM
DR VEWAY f8LA5 �� 4
8" CONCRETE Q
BLAB WITH 6X6 4
2,WMS WWM
(OTPIONAL
REINFORCEMENT
UPGR,4DE •4'8 • X
12"X12" GRID) f
DETAIL 5-5
--------------
-------- -------- -----------------------------------------------------------
Ut�117 C i�0U1�[p 1:>RA N5(5Y OTHERS)
STORAGE
SLAB
DETAIL E-E
STORAGE CONTAINS
oNraix
all SLAB R�.1EINIFOR
12CEp
w/ 04's IN " O.G. GRID
24"X12" CONTINUOUS
CONCRETE FOOTING WITH
(4)04 REBAR
4 DOWELS • 16" O.C.
WITH STANDARD HOOK
'S HORIZONTALLY AT
16" O.C.
8" CONCRETE
4 BLAB WM4 6X6
ZSX2.S WWM
DETAIL G-C
8" 8L4B REINFORCED
w/ •4's IN 12" O.G. GRID
24"X12" CONTINUOUS
CONCRETE FOOTING WITH
(4)94 REBAR
04 DOWELS A 16" O.G.
WITH STANDARD HOOK
-03'S HORIZONTALLY AT
16" O.C.
DETAIL D-D
R AREAI
s" SLAB R1=4NFOR0
�D
W/ 04's • 12" O.G. GRID 4 II°f1
GENERAL NOTES AND DETAILS PAGE
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RESID NTIAL'o
=� STRUCTURES
i PC 1c7,
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No. 3295
OF A�,\�`.
Ill�rrl�l�llt�`�
MZ =11�r11r .� P rTURES, P.C.
No. I Revision/Issue
01—
Praject
Date
0AV5 coul�tnr roc
Sheet Title
WILE=

Appendix D— Manufacturers' Equipment Information
Wallace Farm Type 3 Compost Facility
Davie County Site

1'G7000 Tub Grinder
10
Parts
Manual
P3.08
Serial
Order

PARTS BOOK
MODEL: ST80 Wheeled Stacker
PARTS BOOK ISSUE 02
47 Moor Road
Coalisland
Co. Tyrone
N. Ireland
BT71 4QB
tel: [phone]
fax: [phone]
mail:
[e-mail]
1 McCloskey Road, RR 7
Peterborough
Ontario, Canada
K9J 6X8
Toll free: 1 877 876 6635
(1 877 TROMMEL)
tel: [phone]
fax: +l 705 295 4777
mail:
[e-mail]

)IOL-
JOHN DEERS
OPERAT S
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W. � I
8000 Series
Pr win
Stingers
OPERATOWNS MANUAL
and
PANTS BOOK
PHONE: [phone]
FAX: [phone]
www.kuhnknight.com
E-MAIL: [e-mail]
1501 WEST 71" AVENUE
P.O. Box 167
1
BRODHEAD, WISrMNSIN 53520-0167
U.S.A.
PRINTED IN U.S.A.
8032, 8032H , 8040 TUTLER TYPP 005996R1120502
PARTS & OPERATOR'S

POWERSCREN
A TEREX 411111111p,
COMPANY
PHOENIX 2100
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PRODUCT USER MANUAL
OPERATION
INSTALLATION
MAINTENANCE AND SERVICE
r
DO NOTATTEMPT TO OPERATE THIS PRODUCT UNLESS
YOU HAVE RE �DAND UNDERSTOOD THESE SAFETY INSTRUCTIONS.
FAILURE TO DO SO VALL INCREASE
THE RISK OF INJURY OR MAY RESULT IN DEATHI

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Wn (.C=AWrOVI�7W W A
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Ogzdla.com
The Big Daddy of
the Hog011a family.
All TC Models are built
to be the world's most
reliable high capacity
grinders. This assures
It maximum production at
the and of a day, be it
acres, tons or yards of
Pip
material being ground.
All TC models
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which multiplies
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engine torque
maximum
for maximum
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Whether you grind stumps and logs by the acre,
wood waste by the ton or green waste by the
yard. HogZills is engineered to provide maximum
aroduction per hour. HogZilla is built for reliability
providing you the most profit at the end of each
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One operator In a loader/excavator feeds HogZllla,
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C
TCII-1564P models feature patent adjustable hammermill swing capabilities. The versatile 36 inch swing does everything
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and torsional vibrations from the hammermill,
assuring longer engine life.
(tons per hour)
Yardwaste - 15Q-200
Stumps & Logo - 100-1 SO
Pallets/Construction Waste - 80-160
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Electronic Horsepower Controller
Remote Control
Radial Stacking Elevator
Trougher Roller Conveyors
Vulcanized Conveyor Belts
Extreme Condition -
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Mesabi or Glacier Radiator
Side -Slide Thrown Object
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TC11M9564p
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by:
J a T Equipment "
866 242-4949 (ai9 40)
Jonathan Kallnoskl
mobile [phone]
Tom Ogden
mobile [phone]
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CW lr1r4NUFACTURINIG, INC.
14 Conwnsme Dr., Serdet w, KS 88684
(785) 284-U64 FAK (786) 284,3601
TON Free: (800) 74"611
Web: www.h09zrrre.oan
EMAIL: hogzl4e0irrew1ert.c0m

Appendix E — Product Label and Analytical Information
Wallace Farm Type 3 Compost Facility
Davie County Site

` 5 ti �• 1� -WALLACE
� w 4
+e�"d
7.a
MUSHROOM 'Q r
" e _ COMPOST
• EwceXent }or Flow, and Vegetable G,,,
_ :�- • Agmarest Vigorous and Heathy wane
'. .�• '-
CDP
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low
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WALLACE FARM, INC.
SOLID WASTE COMPOSTING FACILITY
OPERATION AND MAINTENANCE MANUAL
July 2019
-Experionce tho Oiffurcoco ......... Soo Us For All Your ail NeWsLL ACE
# Blended Tap Soil 4 PGUing Boil
• Composted 4 Pray $arid
Crow Mariure r k Sand
+ Compost Plus ♦ Hardwood Mulch
Pino Needles
Ph: 704.875-297r� - ---� =-- '=3i,1k & Bagged
,.
Fax, 704.875-2 3si � Pic Er
�.• P or Delivery
IA41G f-;?5.1.N *Irl «d,. Hume mvi„o, NC: 2,18078
Prepared for:
Wallace Farm, Inc.
14410 Eastfield Road
Huntersville, NC 28078
Phone: [phone]
Prepared by:
Garrett & Moore Inc.
206 High House Road
Suite 259
Cary, NC 27513
Phone: [phone]

CONTENTS
Page
Chapter 1
1.0 - Introduction................................................................................................................... 1
1.1 - Composting Process Description.................................................................................. 1
1.2 - Facility Overview.......................................................................................................... 1
Chapter 2
2.0 - Standard Facility Operations.........................................................................................
3
2.1 - Erosion Control.............................................................................................................
3
2.2 - Leachate Management...................................................................................................
3
2.3 - Site Access....................................................................................................................
3
2.4 - Signage..........................................................................................................................
4
2.4A — Safety Requirements..................................................................................................
4
2.5 - Materials Receiving......................................................................................................
4
2.6 - Mixing...........................................................................................................................
6
2.7 - Composting...................................................................................................................
6
2.8 - Compost Curing/Storage...............................................................................................
8
2.9 - Screening.......................................................................................................................
10
2.10 - Product Distribution....................................................................................................
10
2.11 - Equipment Maintenance and Storage..........................................................................
10
2.12 - Operator Checklist......................................................................................................
10
2.13 - Troubleshooting..........................................................................................................
12
2.13.1 Procedures For Responding To Odor Complaints....................................................
14
Chapter 3
3.0 - Sampling, Testing, and Record Keeping.......................................................................
16
3.1 - Sampling and Testing Schedule....................................................................................
16
3.1.1 - Grab Sample Definition.............................................................................................
16
3.1.2 - Grab Sampling Procedure..........................................................................................
17
3.1.3 - Composite Sample Definition....................................................................................
17
3.1.4 - Composite Sampling Procedure.................................................................................
17
3.1.5 - Pathogen Samples......................................................................................................
18
3.1.6 Metals and Foreign Matter..........................................................................................
18
3.2 - Operational Record Keeping Procedures......................................................................
19
3.2.1 — Material Receiving and Mixing Records ..................................................
19
3.2.2 - Compost Windrow Data............................................................................................
19
3.2.3 — Row (Windrow) Data................................................................................................
20
3.2.4 - Laboratory Data..........................................................................................................
20
Table 3-1. Semi -Annual Monitoring for Grade A Compost Requirements .................
21
Wallace Farm O&M Manual
Davie County Site

CONTENTS, Continued
Chapter 4
4.0 - General.......................................................................................................................... 22
4.1 - Personal Hygiene.......................................................................................................... 22
4.2 - Personal Protective Equipment..................................................................................... 22
4.3 - Mechanical Equipment Hazard Prevention................................................................... 23
4.4 - Employee Health and Safety......................................................................................... 23
4.4.1 - Fire Extinguisher........................................................................................................ 23
4.4.2 - Physical Exposure...................................................................................................... 24
4.4.2.1 - Bioaerosols.............................................................................................................. 24
4.4.2.2. - Dust........................................................................................................................ 24
4.5 - Facility Emergency Phone Numbers............................................................................. 25
Chapter 5
5.0
- Contingency Plans.........................................................................................................
26
5.1
- Equipment Breakdown..................................................................................................
26
5.2
- Air Pollution/Odors.......................................................................................................
26
5.3
- Non -Conforming Materials...........................................................................................
27
5.4
- Spills.............................................................................................................................
27
5.5
- Fires...............................................................................................................................
27
5.6
- Particulates....................................................................................................................
28
5.7
- Noise.............................................................................................................................
28
5.8
- Vectors..........................................................................................................................
28
5.9
- Unusual Traffic Conditions...........................................................................................
28
Chapter 6
6.0 - Reporting....................................................................................................................... 29
7.0 - Product Marketing And Distribution Plan.................................................................... 30
References............................................................................................................................ 31
Wallace Farm O&M Manual
Davie County Site

CONTENTS, Continued
Figures
Figure 1. Odor complaint response sequence
Appendices
Appendix A
- Site Plan
Appendix B
- Site Signage
Appendix C
- Sample Row Data Record
- Sample Windrow Data Recording Sheet
- Sample Pit Mix Recording Sheet
Appendix D
- Compost Product Information
Appendix E
- Concrete Pit Construction Specifications
Appendix F
- New Compost Turner and New Grinder
Appendix G
- Odor Response Form
Wallace Farm O&M Manual
Davie County Site

1.0 - INTRODUCTION
This Operation and Maintenance (O&M) Manual was developed for Wallace Farm, Inc. The
objective of the manual is to provide guidance for operators and outline required activities so that the
facility operates in accordance with state regulations, and composting is undertaken with proper
regard for the health and safety of the facility's operators and neighbors.
1.1 - COMPOSTING PROCESS DESCRIPTION
Composting is the controlled aerobic (oxygen rich), thermophilic (temperature range 105 °F
to 165 °F), biological conversion of organic materials into a stable end product (compost). This
conversion is accomplished by microorganisms (bacteria, actinomycetes, and fungi) normally present
in organic materials within the composting mass. By optimizing the environment for the
microorganisms, the process of decomposition is accelerated.
There are three major objectives in composting. The first is to destroy disease -causing
organisms (pathogens) that may be present, by following state requirements for PFRP (Process to
Further Reduce Pathogens) which meets Vector Attraction Reduction requirements. The second
objective is to stabilize the product so that it does not putresce. The final objective is to produce a
stable, manageable product for beneficial use in landscaping and other applications.
The method of composting used at Wallace Farm is the turned windrow method. This
method achieves the objectives outlined above, while processing feedstocks efficiently.
1.2 - FACILITY OVERVIEW
The Composting Facility is in Davie County. Wallace Farm is a family owned and operated
facility. There is not a precise routine; each employee is trained to perform various tasks.
Depending on specific operations on any given day, several people may work together to accomplish
the tasks. Operating schedules varies as for other similar operations and the priorities of the day.
Staff and operations each typically performs are listed below.
• General Manager - Manage all operations and direct work efforts
• Office Manager - Coordinates all billings and administrative activities
• Fleet Manager - Coordinates all deliveries and trucking operations
• Tractor Trailer and Dump Truck Drivers - Haul feedstocks and finished materials
• Front End Loader Operator - Mixes feedstocks/shapes windrows/loads product/mix
and screen finished product
Wallace Farm O&M Manual 1
Davie County Site

Compost Turner Operator - Turns windrows/monitors compost piles
Bagging Line Operator - Bags finished products
Grinder Operator — Grinds yard waste, pallets, and other mulch products.
The Facility will operate Monday through Saturday between the hours of 7 am and 7 pm.
Wallace Farm O&M Manual 2
Davie County Site

2.0 STANDARD FACILITY OPERATIONS
The following sections cover standard operating procedures for the facility.
2.1 EROSION CONTROL
Stormwater discharges during construction of the proposed facility will be permitted in
accordance with NCDENR's Erosion and Sediment Control rules. Stormwater and erosion control
measures are shown on the permit drawings.
Stormwater discharges for operations of the proposed facility will be permitted in accordance
with NPDES General Permit No. NCG 240000.
2.2 LEACHATE MANAGEMENT
The compost windrows will be constructed with the existing slope to facilitate drainage
between windrows. Stormwater discharges for operations of the proposed facility will be
permitted in accordance with NPDES General Permit No. NCG 240000.
Stormwater discharges during construction of the proposed facility will be permitted in
accordance with NCDENR's Erosion and Sediment Control rules. Passive treatment of storm
water from compost areas occurs as the water is routed through rip rap, silt fencing, over grassy
areas, and to sedimentation catch basins. Water from composting areas is routed using natural
contours and diversion berms to the stormwater ponds shown in the site plan. Water from the
stormwater ponds may also be used on windrows for dust suppression (but not during or after
PFRP), and in compost mixes.
2.3 SITE ACCESS
Uncontrolled public access is not allowed. An existing fence along the property boundary
provides control to access onto the site. An operator is on duty at the site when the facility is open.
The road to the site is maintained to allow all-weather access.
Wallace Farm O&M Manual 3
Davie County Site

2.4 SIGNAGE
A sign stating that "no hazardous waste, asbestos containing material, or medical waste is
allowed on site" is posted at the site entrance, along with signage providing information on
materials that are acceptable, posted at the site entrance. Copies of site signage are included in
Appendix B.
2AA SAFETY REQUIREMENTS
Safety requirements include the following:
• Open burning of solid waste is prohibited.
• As discussed in Section 4.4 and 4.4.1, equipment is provided to control accidental
fires; arrangements have been made with the local fire protection agency to
immediately provide fire -fighting services when needed (see Section 5.5).
• Personnel training is provided to insure that all employees are trained in site
specific safety, remedial, and corrective action procedures. Training is discussed
in Sections 4.2 and 4.4.
• In addition, all new employees complete an orientation program covering, at a
minimum, the following: general facility orientation; job orientation, emphasizing
duties of the employee, including composting procedures; and safety, including
fire.
2.5 MATERIALS RECEIVING
Only permitted materials can be accepted. Hazardous materials are not allowed on the site.
Incoming materials are inspected, and any unacceptable materials are to be loaded on the truck that
brought them and transported to a permitted landfill. Feedstocks to be composted under this permit
include animal manures, wood materials, yard waste, cotton crop materials, meat, food waste, grease
trap residuals, US domestic tobacco crop material, cardboard, bleaching clay, animal fat, virgin
gypsum board, lime, and starch water. Wood materials to be composted at the facility under this
permit include land clearing debris, yard waste, wood shavings, sawdust, and pallets. Materials are
Wallace Farm O&M Manual 4
Davie County Site

received and recorded on a weight (per ton) or volume (per gallon) basis. For materials recorded on
a volumetric basis, a gallon of material is weighed. Then the resulting conversion factor (pounds per
gallon) is multiplied by the total number of gallons received to convert to total pounds. Total pounds
are converted to tons by dividing by 2000. USDA certified scales on site are used to weigh incoming
feedstocks. The dry carbonaceous materials such as the wood materials, US domestic tobacco crop
material and cotton crop materials, are unloaded in the receiving and storage area. A tub grinder is
used to adjust the size of wood material products for composting, as described below.
Materials with significant water content (including meat, manures, food waste, bleaching
clay, starch water, and animal fat, can be unloaded directly into the concrete receiving/mixing pit for
preparing compost mixes. In addition, temporary storage for high-water content materials is being
developed for the operations. If the mixing pit is filled to capacity or if it is in use when a load of
high-water content material arrives, these materials can be off-loaded to the frac tank(s). Use of the
tanks will help achieve maximum efficiency in the mixing pit. At a minimum, the tanks are to be
emptied every 36 hours.
The scales, receiving areas, storage areas, and concrete receiving/mixing pit are shown on the
site plan.
The receiving/mixing pit is cleaned out daily. After the last mixture is prepared and removed
for further processing, the walls and dump areas are washed down with a high pressure hose. The
wash water is directed into the pit, to which fresh bulking material is added on the bottom to absorb
the moisture.
Prior to accepting a new waste material not included in this O&M manual, Wallace Farm,
Inc. will thoroughly assess the material and the facility producing it to determine its composition and
suitability for composting. NCDENR will be contacted for assistance with these evaluations.
Samples will be obtained and tested, and lab results will be forwarded to NCDENR as part of the
request for approval for adding the material to the list of allowable feedstocks. New waste materials
will not be received without approval by the Division of Waste Management.
Please note that, as discussed in the Application component of the Application/O&M Manual
submittal, quantities received will vary from year to year and from feedstock to feedstock, and in
some years certain feedstocks are not available at all.
Feedstocks will be stored on the site in the area identified as "RECEIVING, MIXING,
Wallace Farm O&M Manual
Davie County Site

GRINDING." Wood materials will be stored in piles no larger than 30 feet high by 100 feet wide.
2.6 MIXING
Dry carbonaceous materials (including wood materials; land clearing debris; yard waste;
wood shavings; sawdust, virgin gypsum board, tobacco and cotton crop material), are delivered to
the facility and off-loaded in the receiving/storage area. Wood materials, including land clearing
debris, yard waste, and pallets, are ground as necessary. Materials with significant water content
(including meat, manures, food waste, starch water, and animal fats) are unloaded directly into the
concrete receiving/mixing pit for preparing compost mixes. These materials are measured and
blended with front end loaders in the mixing pit upon arrival. Materials are mixed to obtain a
homogenous mix with a C:N ratio of 20:1 to 30:1.
A feedstock database that includes results of laboratory analyses is used to calculate the
appropriate mix ratios to obtain a homogenous mix with a C:N ratio of 20-30:1 and target moisture
contents of 40 to 60%. The calculations are performed by hand with a calculator using the standard
compost mix mass balance equations, obtained by Wallace Farm at a national compost school.
Computer spreadsheets are also available for verifying the hand calculations (see, for example,
http://compost.css.comell.edu/download.html).
Within two hours of blending, the mix is transported to the composting pad via dump
trucks and placed into windrows. A front end loader is used to improve the shape of the windrows as
necessary. The new windrows are turned immediately if favorable climatic conditions exist. If
weather conditions are unfavorable, various procedures can be followed, as described in Sections 2.7
and 5.2.
2.7 COMPOSTING
Windrow composting at the facility is accomplished by placing the mix in windrows
approximately 5 - 7 feet in height by 14 - 16 feet wide, and up to several hundred feet long.
Windrows will be separated by 10 feet to allow vehicular/fire access. The windrows are periodically
turned to break up clumps to expose more surface area to active microorganisms and to expose all
materials to temperatures ensuring pathogen destruction and vector attraction reduction.
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The facility uses a self-propelled, track driven Backus compost turner and a, state-of-the-art,
grinder (this equipment is described in Appendix F). The compost turner performs well during all
weather conditions, and will improve mixing and aeration of compost windrows. The grinder will
help optimize admixture and compost particle sizes. These machines improve composting
efficiency.
To ensure pathogen destruction and vector attraction reduction, the pile temperatures are
maintained at or above 131 °F for at least 15 consecutive days. Windrows are turned at least five
times during this PFRP (Processes to Further Reduce Pathogens) period during which temperatures
are > 131 °F and temperatures are measured every other day or at least three times per week during
this period. Temperatures are taken in each windrow at 50-foot intervals down the length of the
windrow using a three-foot long dial type or digital thermometer. To measure temperatures, the
probe is inserted approximately one to two feet into the pile from the pile surface. Temperatures are
recorded as illustrated in the recording sheet shown in Appendix C. Temperatures are measured
until the 131 °F for 15 consecutive days has been met. An oxygen meter will be used to measure
oxygen content of compost pile pore space, usually at the same time that temperatures are checked.
Windrows are turned based on temperature measurements and atmospheric conditions. Material
generally remains in the turned windrows for approximately eight to sixteen weeks, the exact time
being a function of windrow performance and temperature readings. Following this windrow
processing period, the compost is placed in a static pile for a minimum of six months for curing.
If temperatures exceed 160 °F, the windrow requires turning to cool the composting material.
If temperatures during the active composting period are less than 120 °F, the windrow requires
turning as well. Low temperatures may indicate insufficient oxygen, and pile turning will provide the
needed oxygen to the microorganisms. Temperatures determining when the compost pile requires
turning are guides and may be adjusted based on long-term pile temperature trends and composting
times. If material begins to dry significantly, thereby inhibiting microbial activity, and dusty
conditions are prevalent, water can be added to the top of the windrows. This water can come from
the potable supply, or, if added prior to the start of PFRP, can be from an on -site stormwater ponds.
After adding water, the pile is turned to distribute the moisture. Vector attraction reduction is met by
maintaining pile temperatures above 104 °F for 14 days or longer, during which time the average
temperature is greater than 113 'F.
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Within two hours of blending, the mix is transported to the composting pad using dump
trucks and placed into windrows. A front end loader is used to improve the shape of the windrows as
necessary. The windrows are turned periodically using the Bachkus windrow turner to maintain
aerobic conditions within the pile and to invert and fluff the windrow.
2.8 COMPOST STORAGE
The primary purpose of the storage pile is to provide volume equalization. Multiple compost
rows, once the compost material is stable, are moved to the storage pile and then the compost
material is moved out to the bagging operations and to other finished product storage areas.
Wallace Farm is a member of the US Composting Council (USCC). Compost rows are
sampled regularly and tested by the USCC for stability. Wallace Farm consistently receives a rating
of "very stable" from the USCC. The compost material moved from the compost rows to the
curing/storage pile is considered to be stable and is ready for finished product uses at that time.
2.8.1 Compost Storage Pile Construction
Compost storage is an important step in the operation by Wallace Farm and must be performed
in a manner to prevent loss of finished product. There are two primary concerns associated with the
storage pile:
1. Loss of finished product due to absorption of water, which results in excessive
moisture content and an unusable product.
2. Loss of finished product due to fire.
To minimize the potential for loss of product due to excessive moisture and loss of product due
to fire, the following procedures will be implemented during construction of the storage pile:
1. Finished compost will be hauled from the compost piles to the storage area.
2. Compost will be spread in an approximate 1-foot lift and compacted with a dozer. No
loose material will be allowed to remain in place.
3. Additional lifts will be spread and compacted resulting a "constructed" storage pile
with a relative high density of material with minimized voids.
4. Storage pile side slopes will be constructed in a manner that allows equipment to
perform compaction on side slopes.
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5. Typical storage piles will be 100 to 200 feet wide.
6. Maximum storage pile height will be 60 feet.
7. All procedures used in constructing the storage pile should focus on minimizing the
intrusion of air into the pile and minimizing infiltration of water into the pile.
Vehicular access will be maintained around the entire perimeter of the storage pile.
2.8.2 Compost Storage Pile Monitoring
Daily visual monitoring for vents and cracks will be performed. Any vents or cracks identified
will be immediately remedied using the construction procedures described above.
Operators are trained to identify any hot areas in curing/storage pile. If temperatures in the
curing/storage pile rise above the typical 110' F, the operators can feel the heat being generated and
the operators take the corrective actions described below.
Visual inspections for smoke are continuously performed by the operators during daily
operation and if smoke is identified the operators take the corrective actions described below
2.8.3 Compost Storage Pile Corrective Action
If hot areas are encountered or if smoke is identified, the material generating the heat or smoke
is immediately removed from the storage pile, mixed with compost material having a relatively
higher moisture content, and moved to product packaging.
A 5,000 gallon water tanker is used on site at all times. The water tanker is a 6-wheel drive off
road truck and is equipped with a water cannon capable of spraying water about 50 to 75 feet. The
water tanker truck can drive on the storage pile to access excessively hot or smoking areas.
If excessively hot or smoking areas are encountered, the Fire Department will be notified. An
all-weather (aggregate base course) access road provides access from the public road through the site
and directly to the storage pile. Vehicular access will be maintained around the entire perimeter of
the storage pile.
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2.9 SCREENING
Screening is conducted after Storage. The screen size is 3/8-1 /2" or as required by the market.
The compost (< 1/2") is stored on site prior to distribution. The overs (> 1/2") are returned to the
receiving/storage area and added to other feedstocks in amounts determined by experience and using
Wallace Farm's feedstock information database.
2.10 PRODUCT DISTRIBUTION
The finished product is distributed in bags and in bulk. Records are maintained of material
purchasers. The compost products are registered with the NCDA as a fertilizer and/or soil
amendment. Compost marketed as a fertilizer must meet a minimum N-P-K value of . S-. S-. S.
(Product information is included in Appendix D.)
If product fails to meet state regulatory or facility requirements or is otherwise unmarketable,
it can be applied per regulations and with NCDENR pre -approval to land or taken to an approved
municipal solid waste landfill. Otherwise, poor quality compost, as well as compost not meeting all
regulatory requirements, will be returned to the receiving/processing area and fully reprocessed
following the treatment and monitoring steps described above.
2.11 EQUIPMENT MAINTENANCE AND STORAGE
Regular equipment maintenance is required to ensure a marketable product is produced.
Refer to specific equipment O&M manuals for equipment maintenance schedules. Small equipment,
such as temperature probes, will be stored inside the bagging line building or in the office.
2.12 OPERATOR CHECKLIST
The following chart is a quick reference for operators to ensure performance of proper
procedures.
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Operator Checklist
As
Required
Daily
Weekly
Monthly
Semi-
Annually
Annually
Inspect Incoming Materials
❑
Turn Windrows
❑
Perform Equipment
Maintenance
❑
Screen Compost
❑
Measure Windrow
Temperatures
3 times
per week
❑
Clean-up Spills
❑
Prepare/Update Windrow
Data Sheets
❑
Record Information on
Windrow Data Sheet
❑
Prepare Monthly Information
Sheet
❑
Sample/Analyze Compost
Product
❑
Inspect Grass Areas
❑
Reseed Grass Areas'
❑
Wash Mixing Pit
❑
Inspect/Repair Access Road
❑
Submit Report to NCDENR
❑
'Reseed at least semi-annually or more frequently, if required.
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2.13 TROUBLESHOOTING
This section presents commonly encountered problems at composting facilities. The
following is a guide to potential problem areas, and accompanying corrective action.
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Problem/Condition
Corrective Action
Potential neighbor lacks knowledge about
1. Invite interested party to tour compost
compost facility
facility, and educate them.
2. Refer interested party to informative
Existing neighbor does not like compost
company web -site
facility
(www.wallacefarmproducts.com)
Pile temperature too high (>160 °F)
Increase turning frequency and/or decrease pile
size.
Pile temperature too low (<110 °F)
Increase turning frequency and/or increase pile
size. Check pile moisture content, pH, and C:N
Dry piles
Check pile moisture content. Add water.
Dusty conditions at site
Spray water on windrows to suppress dust.
Odors around compost pad, or off -site odors
-Check for/clean up spills. Cover odorous
windrows with compost or carbonaceous blend.
-Do not disturb odorous windrow for
approximately 10 days following initial turning.
-Check incoming feedstocks.
Odors during pile turning
-Adjust as necessary the initial mix C:N ratio,
pH, porosity and/or water content of mix.
-Avoid turning during adverse atmospheric
conditions, if possible.
Odor complaint from neighbor
Follow procedures noted below and in the
next section, including:
1. Respond immediately
2. Complete Odor Response Form (see
Appendix G)
3. Determine whether corrective action is
needed.
4. If needed, perform corrective action to
address odors
5. Cover odorous windrows with a layer of
carbonaceous materials.
6. Check incoming feedstocks.
Proposal for processing new material
Contact NCDENR.
Odor complaints are addressed by following the procedures described in the next section.
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2.13.1 PROCEDURES FOR RESPONDING TO ODOR COMPLAINTS
Procedures for responding to odor complaints are detailed in this section. Odor complaints
can be called in or e-mailed to the Wallace Farm office. If a complaint is received, the following
steps are taken:
1. A member of Wallace Farm office staff promptly visits the complaint location.
2. Upon arrival, Wallace Farm staff member completes an Odor Response Form.
3. The Wallace Farm staff member determines if complaint is verifiable.
4. If the complaint is not verifiable, the staff member returns to the office and files the
completed Odor Response Form.
5. If the complaint is verifiable, the Wallace Farm staff member immediately contacts the
compost facility manager.
6. The compost facility manager promptly investigates to identify the odor source.
7. Corrective Action is implemented immediately.
8. A weather fact sheet is attached to the odor response form and filed.
These procedures are presented graphically in Figure 1.
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Odor complaint
is received
Wallace Farm
staff member
promptly visits
addressflocation
Wallace Farm
fills out Odor
Response Form
Was oamplaint
verif ra kyle? N o
File Odor
Response Form
Yes
Compost facility manager
promptly investigates to identify
odor source and take
corrective action
Figure 1. Odor complaint response sequence
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3.0 SAMPLING, TESTING, AND RECORD KEEPING
Sampling and testing at the composting facility is necessary to:
• Monitor process efficiency
• Provide data to regulatory agencies
• Provide data for trouble -shooting
• Verify quality of materials for composting
It is extremely important that all sampling and testing be done at representative points in the
process and in a consistent manner. The data resulting from any sampling and testing program is
only as good as the sample taken. Sampling should be done consistently, on a regular basis, and
using specific techniques. This section outlines the sampling schedule and sampling procedures
required for a successful sampling and testing program. The operator should make every effort to
follow a consistent routine, according to these guidelines.
Parameter testing includes pathogen indicators, regulated metals, nutrients, and foreign
matter. Sampling and handling requirements are discussed in following sections.
3.1 SAMPLING AND TESTING SCHEDULE
Final product sampling is conducted every six months or 20,000 tons, whichever comes first.
At Wallace Farm's option, compost samples are taken monthly to comply with the STA (Seal of
Testing Assurance) Certification of the US Composting Council. The following sections outline
sampling types and procedures.
3.1.4 Grab Sample Definition
Grab samples are collected at one particular time, in one particular location of a certain
process. Analysis of a grab sample provides results from a random part of the process stream. To
achieve a more representative analysis of a given process stream, many grab samples can be
collected at various times and analyzed individually or these grab samples can be combined to
produce a composite sample.
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3.1.2 Grab Sampling Procedure
Grab samples are collected using a plastic shovel and a clean, dry sampling jar (one -pint glass
or plastic bag). The sample is collected at a point in the material approximately two feet into the
storage pile from the outside of the surface and representative of the compost pile which is being
sampled. Grab sample volumes should be consistent. Grab samples should be taken monthly and
stored in refrigeration until needed to produce a six month (semi-annual) composite sample for
analysis.
3.1.3 Composite Sample Definition
Composite samples are a mixture of grab samples collected individually at various times at
the same location in a certain process, or a mixture of samples that are collected individually at
various locations in a certain process. The grab samples are immediately transferred to a composite
sample container for storage. Composite samples generally are more representative than grab
samples.
3.1.4 Composite Sampling Procedure
Composite samples are stored in a clean, dry sampling jar (one gallon or larger) with an
airtight, screw -on lid. The sampling container is appropriately marked and stored in a cool, dry place,
out of direct sunlight, preferably a refrigerator. At the end of the sampling period, after the last grab
sample is added to the composite jar, the composite sample is well mixed and a representative
portion placed in a smaller sampling jar (one pint) for analysis. The sampling jar is airtight and
stored in a refrigerator until it is delivered to the laboratory for analysis. Analysis should be
performed as quickly as possible, preferably within 24 hours after collection. The sample jar is
adequately labeled with sample name, date of collection, and the operator's name. Composite
samples can also be taken at random from the screened material (immediately after screening or in
the product storage pile) approximately two feet from the pile surface. Several grab samples can be
taken from the pile and combined and thoroughly mixed to create the composite sample.
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3.1.5 Pathogen Samples
Pathogen samples will be grab samples. The pile will be broken apart using a front-end
loader. A shovel will be cleaned with hot soapy water and then sterilized by pouring alcohol on the
shovel and lighting it on fire. The sterile shovel will then be utilized to dig approximately two feet
into the open face of the pile that was broken apart. A sterile scoop is then used to obtain a sample
and place it in a sterile jar. The person sampling will also be wearing sterile gloves during the
sampling event. Pathogen samples will be taken once per every 20,000 tons of compost produced or
at least semi-annually. Once pathogen samples have been taken, they are stored on ice and sent to
the lab immediately.
3.1.6 Metals and Foreign Matter
A composite sample of the compost is analyzed after every 20,000 tons of compost
produced or every six months, whichever comes first, for regulated metals and foreign matter listed
in Table 3.1
Sampling equipment (including coring devices, shovels, trowels, and containers) must be
made of materials that will not contaminate or react with compost constituents. Suitable sampling
equipment materials include glass, stainless steel and plastic (teflon, polyethylene, polypropylene).
Any steel equipment used must not be galvanized or zinc coated because it can contaminate samples.
All sampling equipment must be kept clean to avoid contamination.
Sample containers for metals (and all other analytes) are to be obtained from the certified
laboratory doing the analyses. For metals these containers shall be plastic or glass, the minimum
sample volume sent to the laboratory is 300 mL. Samples for metals analyses are to be stored at 4
°C, and can be held up to six months prior to analysis.
Foreign matter content is determined by passing a dried, weighed sample of the compost
product through a one -quarter inch screen. EPA Method 160.3 is used to dry the sample. The
material remaining on the screen is visually inspected, and the foreign matter that can be clearly
identified is separated and weighed. The weight of the separated foreign matter divided by the weight
of the total sample is determined and multiplied by 100. The result is the percent dry weight of
foreign matter content.
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3.2 OPERATIONAL RECORD KEEPING PROCEDURES
Keeping accurate records is an important part of the operation of any composting facility.
Proper records are necessary to monitor the performance of the facility and to make operational
decisions. Of great importance is the establishment of a reliable continuing record for proof of
performance, thus justifying operational decisions, expenditures, and recommendations. Daily
operational records also provide information useful in process adjustments required due to climatic
or seasonal changes or other recurring problems of a specific nature. Accurate records also provide
the basis for planning future expansion, planning future modifications, establishing and adjusting
operating budgets, and providing evidence of performance in compliance with regulations.
The NC DENR Division of Waste Management requires record keeping sufficient for
determining facility efficiency and the effectiveness of treatment in meeting standards. Personnel
from NC DENR Division of Waste Management will make periodic visits to the facility. During
these inspections, a review of operational and other records may be requested. Records must be
retained for five years.
The following sections outline data to be maintained at the facility.
3.2.4 Material Receiving and Mixing Records
The type and quantity of materials received are recorded daily. Daily records are also kept
documenting feedstock mix ratios and row placement on compost pads. A sample "Pit Mix
Recording Sheet" is included in Appendix C.
3.2.2 Compost Windrow Data
Compost windrow data are maintained by the operator for each windrow built at the facility.
Each windrow is defined as the mix placed on the composting area that is contained in one windrow.
Data will include information as to the day the pile was built, along with monitoring data.. A sample
Windrow Data Sheet is attached in Appendix C. The P1, P2... P10 indicates the same relative
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location in a windrow. Each point is approximately 50 feet from the next. Temperatures are
measured at least one time per week until the time and temperature requirements are met. The day a
pile is turned or sampled is also noted. The date pile construction began and date completed is when
material is first placed in the windrow and when the last material is placed in the windrow,
respectively. Windrow numbers start with 1 and increase throughout the composting pad as new
windrows are constructed. Additional data is to be collected to record performance over periods
greater than 30 days, as necessary. The operator also maintains a log to document the exact day and
time the turner is in operation.
3.2.3 Row (Windrow) Data
Compost row data are summarized in a database for record -keeping and to evaluate the
overall materials processing operation. Data should be recorded in the database as it becomes
available, thus keeping records current. A sample Row Data Record Sheet is included in Appendix
C.
Note that any material not meeting the time and temperature requirements, which fails
pathogen or other testing, or is otherwise unmarketable, is identified in the database and
appropriately segregated. Approaches for handling these materials are recomposting, land
application with prior NCDENR approval, and transporting them to a Municipal Solid Waste
landfill.
3.2.4 Laboratory Data
Laboratory data include bacteriological, heavy metal, and nutrient concentrations. Compost
samples are taken once for every 20,000 tons of compost produced or at least every six months as
outlined in Section 3.1. These samples are used to verify that the product meets the requirements
listed in Table 3-1. Certified laboratories are used and testing procedures are noted on each
analytical report.
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Table 3-1. Semi -Annual Monitoring for Grade A Compost Requirements'
Parameter
Unit
Limit
Foreign Matter
%
< or = to 6
Cadmium
mg/kg dry wt.
39
Copper
mg/kg dry wt.
1500
Lead
mg/kg dry wt.
300
Nickel
mg/kg dry wt.
420
Zinc
mg/kg dry wt.
2800
Selenium
mg/kg dry wt
100
Arsenic
mg/kg dry wt
41
Mercury
mg/kg dry wt
17
Pathogens (fecal coliform)
MPN/g dry wt.
< 1000 per g
Total N
%
None
Phosphorous
%
None
Potassium
%
None
'NC DENR Solid Waste Compost Rules
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4.0 GENERAL
Some feedstocks may contain pathogens, which composting, if carried out properly, will
destroy. The following are some general recommendations for the health and safety of workers at
Wallace Farm.
4.1 PERSONAL HYGIENE
The following personal hygiene recommendations should be stressed as common
practices to all operators.
• Wash hands before eating, drinking, or smoking.
• If heavily contacted with feedstocks such as meat or manure, immediately take a
hot shower and put on clean clothing.
• Wash, disinfect, and bandage ANY cut, no matter how small it is. Any break in the
skin can become a source of infection. Change bandages frequently and wear
protective clothing or equipment over the wound.
• Keep fingernails closely trimmed and clean (dirty nails can harbor pathogens).
Individuals who are highly debilitated or have severe allergies or asthma should not be
employed to work at compost facilities.
4.2 PERSONAL PROTECTIVE EQUIPMENT
Personal Protective Equipment (PPE) must be evaluated as to the level of protection
necessary for particular operating conditions and then made available to facility employees. The list
below includes the PPE typically used and/or required in a compost facility workplace.
• Leather shoes with hard soles
• Noise reduction protection should be used in areas where extended exposure to
continuous high decibel levels are expected
• Disposable rubber latex or chemical resistant gloves for appropriate protection
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• Dust filter masks
Following use, PPEs should be disposed or adequately cleaned, dried, and readied for
reuse.
4.3 MECHANICAL EQUIPMENT HAZARD PREVENTION
The loaders, bulldozer, dump trucks, grinder, screen, and windrow turner should be operated
with care, taking all necessary precautions. All safety equipment such as horns and lights should be
functional.
4.4 EMPLOYEE HEALTH AND SAFETY
Some general safety rules are as follows:
• Make sure that you understand the job that has to be done. Review the equipment
O&M Manual prior to attempting repairs/changes.
• Use common sense when attempting a job. Use the safest way to get the work done,
including using the proper equipment and tools.
• Use the buddy system in case of repair of mechanical equipment (have a co-worker
stand guard).
• Keep the right attitude towards safety. Lack of awareness or a careless attitude can
lead to accidents.
• Make sure you know the locations of the first aid kit and fire extinguishers.
Understand how to use them.
4.4.1 Fire Extinguisher
Potential fire hazards at a compost facility are created from the build-up of fine dry dust
particles on and around operational motors and control panels. These build-ups can cause
overheating and potential fire if periodic equipment cleaning and maintenance are not practiced.
Portable fire extinguishers should be maintained in a state of readiness at the screen locations and on
each piece of moving equipment.
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4.4.2 Physical Exposure
Facility personnel who may be physically exposed on -site should be kept aware of the health
aspects associated with the fluids, solids, and airborne constituents found at composting facilities.
Training concerning safe work practices around these potential exposures should include all
equipment, and proper disposal procedures for contaminated materials.
4.4.2.1 Bioaerosols
Bioaerosols are small particles containing microorganisms, and are of concern as are any
materials that may contain pathogens. Bioaerosols can be created during many facility operations,
including mixing, turning, and screening of composted materials. Once airborne, bioaerosols may be
inhaled or contact the eyes. Dirty hands also may result in inadvertent transmission to the mouth or
eyes.
Facility employees should refer to Sections 4.1 Personal Hygiene and 4.2 Personal Protective
Equipment for reminder information on Health and Safety.
4.4.2.2 Dust and Litter
Excessive dust can have an irritating effect on eyes and mucous membranes if proper PPE,
such as eye protective goggles and dust filter masks, are not worn by facility personnel in affected
areas. As discussed in Section 2.2, water can be placed on windows for dust suppression. Goggles
and dust masks should be worn by staff regardless in "dusty" conditions.
The water truck will be utilized as necessary to prevent dust from leaving the site. Employees
will inspect the perimeter of the facility daily to collect litter and prevent litter from leaving the site.
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4.5 - FACILITY EMERGENCY PHONE NUMBERS
FACILITY OWNER: Wallace Farm, Inc.
14410 Eastfield Road
Huntersville, NC 28078
Phone: [phone]
Fax: [phone]
OPERATORS: Dean Ventz
[phone]
FIRST ALTERNATE: Eric Wallace
[phone] ext. 17
[phone] (Mobile)
EMERGENCY MEDICAL/FIRE
POLICE SERVICES: 911
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5.0 CONTINGENCY PLANS
Contingency plans for unusual and adverse conditions are as follows:
5.1 EQUIPMENT BREAKDOWN
Wallace Farm conducts regular equipment maintenance. Sufficient storage of the feedstocks
is provided to allow for routine maintenance problems.
If the compost turner breaks down, loaders can be used while it is under repair. Wallace
Farm has a full time mechanic on staff and maintains a good relationship with its vendors and can
get equipment repaired quickly. However, equipment can be rented as necessary to maintain
operations.
5.2 AIR POLLUTION/ODORS
Composting is a controlled, monitored process. Steps for minimizing odors during
composting and on the site are described below. Minimize means to reduce to the smallest amount,
extent, or degree reasonably possible.
One important operational procedure is maintaining aerobic conditions within the compost
piles through adjusting the porosity and moisture content. Oxygen levels can be monitored using an
oxygen meter to assure aerobic conditions exist.
Further, ensure that moisture levels in the compost windrows are maintained in the 40 - 60%
range for newly created compost windrows and compost windrows within the PFRP period. Test for
moisture with a hand squeeze test when monitoring temperatures and record the results of the
moisture test with the temperature results, on the same form, in parentheses. It also is important to
keep temperature levels between appropriate levels, maintaining PFRP temperatures as described in
Section 2.7. Temperatures must not be allowed to get too high, which can slow down the
composting process and can lead to odors.
Additionally, the carbon to nitrogen (C:N) ratio of initial mixes is to be greater than 20:1 to
minimize the release of nitrogen based odorous compounds such as ammonia. This ratio is achieved
through use of standard mass balance calculations using analytical data for feedstocks, as described
in Section 2.6. All feedstock constituent data should be updated periodically through laboratory
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analyses, to assure the accuracy of these calculations. Nevertheless, mix samples should be pulled
periodically for carbon and nitrogen measurements by a lab, to verify that calculations are correct.
Other steps that can be considered to minimize odors include covering odorous windrows
with a layer of carbonaceous materials and placing potentially odorous materials in the center of
windrows during their construction.
5.3 NON -CONFORMING MATERIALS
Incoming feedstocks will be inspected upon arrival. Any non -conforming materials are to be
rejected, or are removed and disposed of following state regulations, including disposal in a
permitted landfill.
5.4 SPILLS
Spills of non -composted material will be cleaned up using a front-end loader and added to
active compost piles before beginning the PFRP treatment regimen.
5.5 FIRES
The local fire department will be called if buildings catch fire. If piles of material catch on
fire, the local fire department will be contacted, and a bulldozer will be used to separate the unburned
material from the burning material to prevent the fire from spreading. In case of fire (anywhere at
the facility), the following must be contacted immediately, as follows:
The local fire department: call 911.
The Division of Waste Management:
Inspector (TBD)
Jason Watkins 336-776-9674
Division Main Office 919-707-8200
And, after contacting the above, send emails to:
Jason Watkins: Jason.watkins&ncdenr.gov
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Arrangements have been made with the fire department to provide immediate fire -fighting
service when needed.
5.6 PARTICULATES
Particulates are generally associated with overly dry compost piles. Potable water or water
from ponds on site can be used to increase moisture content and reduce particulates, as discussed in
Section 2.2.
5.7 NOISE
Equipment normally associated with farm operations and land clearing will be used on the
site, and some noise is expected.
5.8 VECTORS
Vector attraction reduction takes place during composting. To meet vector attraction
reduction, materials are to be treated in an aerobic process for 14 days or longer, during which time
the temperature of compost shall be higher than 40 degrees Celsius (104 degrees F) and the average
temperature shall be higher than 45 degrees Celsius (113 degrees F). This approach is considered
very effective at controlling vectors.
Process modifications will be made, if required, to ensure these vector attraction reduction
requirements are met. This may include increasing the amount of wood material and cotton crop
material in the initial mix.
Further, Wallace Farm staff are to make visual observations for vectors.
5.9 UNUSUAL TRAFFIC CONDITIONS
Delivery schedules may be modified, as necessary, to minimize traffic impacts.
Wallace Farm O&M Manual 28
Davie County Site

6.0 REPORTING
An annual report for the period July 1 to June 30 is submitted by August 1 of each year, using
the form provided by NC DENR. In addition, all windrow and monthly data sheets and semi-annual
product test data is submitted with the report. The following records will be maintained and available
for inspection by the County and/or the Division of Waste Management:
• Type and tons of materials received at the facility (dry weight)
• Origin of the materials
• Total tons of compost produced
• Total tons of compost used or disposed from the facility
• Monthly temperature monitoring sheets
• Product test results showing compliance with the Class A compost requirements
The monitoring requirements for Class A compost are as follows:
Parameter
Unit
Limit
Foreign Matter
%
< or = to 6
Cadmium
mg/kg dry wt.
39
Copper
mg/kg dry wt.
1500
Lead
mg/kg dry wt.
300
Nickel
mg/kg dry wt.
420
Zinc
mg/kg dry wt.
2800
Selenium
mg/kg dry wt
100
Arsenic
mg/kg dry wt
41
Mercury
mg/kg dry wt
17
Pathogens (fecal coliform)
MPN/g dry wt.
< 1000 per g
Total N
%
None
Phosphorous
%
None
Potassium
%
None
Wallace Farm O&M Manual 29
Davie County Site

In addition to the above data, daily processing data, including temperature data and
quantity of material processed, will be maintained and available for inspection by the Division of
Waste Management.
7.0 PRODUCT MARKETING AND DISTRIBUTION PLAN
Wallace Farm is an established composting company, operating for many years. As such,
the marketing and distribution plan is to continue marketing and distributing compost products as
currently done, maintaining business practices while modifying them from time to time as
circumstances warrant.
Wallace Farm O&M Manual 30
Davie County Site

REFERENCES
Epstein (1997). The Science of Composting. Technomic Publishing Co., Inc., Lancaster,
Pennsylvania p. 340.
Wallace Farm O&M Manual 31
Davie County Site

APPENDICES
Appendix A
- Site Plan
Appendix B
- Site Signage
Appendix C
- Row Data Record
- Windrow Data Recording Sheet
- Pit Mix Recording Sheet
Appendix D
- Compost Product Information
Appendix E
- Concrete Pit Construction Specifications
Appendix F
- New Compost Turner and New Grinder
Appendix G
- Odor Response Form

APPENDICES
Appendix A
- Site Plan
Appendix B
- Site Signage
Appendix C
- Row Data Record
- Windrow Data Recording Sheet
- Pit Mix Recording Sheet
Appendix D
- Compost Product Information
Appendix E
- Concrete Pit Construction Specifications
Appendix F
- New Compost Turner and New Grinder
Appendix G
- Odor Response Form

Appendix A
Site Plan
SEE PERMIT DRAWINGS

0
N
,
i
0
1
—
- 0 1 )
)rx
ORM ER
PO NO.3
1
/ 1 \ \ / / _✓--� \ \ \ \ I / / I I I
770.9 \�-'�/ ROAD/
/+ + \ I \ \ l / / / / _ — q 0� / \ 1 l I I I l I /
+ + \ / / -- — 1 / l I l l l
\ SCALE
LO TION
I (ACCESS ROAD ^ \
WE.
i / ,l
/ +/I � / /
\� \ 709.2
- /
// / +/ /+ + � + i � I � / ��--��/ { / /MISCELLANEOUS
l r �\ I � � � l � / / l / / / / � / / / � PRODUCT
\\ / I
\\ \\\ \\
+ + i � 1 / / 1 / // /—_ —�/ / 1 STORAGE 1
// // / / / 1 / + I + I +( + + 1 I I I / / / / / / / / / 28 AC 1 \
1 I L I
� I
/ CALE HOUSE /
I + + �\ \� + + \ / / / / / / I �\ \ \ / _ OFFICE
.1
\744\ �DcO / � \
+ +� / / / / / / j \ \
\ l / 1
\ / / 775.1
/ / / / / EQUIP MAI N7`- \ /
/
\\
\ \ \\ \\�\
+ \ + + \+ \+ � + 1 + \ I / / / / / / 1 \ \
I / / / / / PARKINo \
/ MISC /\ /
f \\ \ \ \\
I I I I
I \+ `�+ + +\ +\ + + + I / / / / �h \\ \\
I / / I / /
+ moo+ \\\ +\ + \ + + +
+ + `+ +\ + + I I I I I / / \
//
I / I I I / / /x i
+ �+ + I + + +
l+ t
+/ + + + + + �+ + + / O I I 752.6
+ r + + l + + l+ + 1740.1 + + + I / I I ( \\ \ I /
I ) / /
/ / / \ IX NG'PIT ~
/ / / / / / ,DE/XC.. MET / ) WELL
/ / / / / BUILDIN I ///
/-Z-//
\ — - -
I+ + + f /+ + + + I 1 l
/
l l / FF
\��
I 72� 1 \ \ \ \ �Q
+/ + + + + + I �,//
/ l lt5` I / / /
/ / I / / /
/ /
++/+ /+ + + + + -
+
+/ + + + +
12.00' 12.00' 3.00,\ .00'-
+ + +/+/+/+ + + + 4- --- -- —
/
/"I\\7834+
7
(
I
\
+ 1
/ - - _ - - - I / MULTI -USE AREA
+i + /+ + //+ +/ + + + + + t _ _ _� - _ _ _ = I I I / I I o / COMPOSTING GRIN ING
I+ 18 ABC PAVEMENT+
\
\
+
+ + /+ +/ + + + + +
_ _-
+ + 1 + /+ + + + +
.
\
l
+ I I+
+)
I + + + + + + + +
I
+/+ + — — — — — — —
- - - - - --------
GEOGRID REINFORCEMENT/+
/j//
+ I I
____-- + + + /+ + + + + +
++ + +�\ 7.+/ I II II 1
-____ II
�-
j
\)°
100-YRfLOJD PLAIIIII4o
_==/==L_T_=_ l (I 1 I II 1 �
l+ I 1 \
_=- =-
+ + + + + + - - - - - - 1 \
�
// /// DETAIL
✓ ACCESSROAD D
+
+ + + + + + + + I \ \ \ \
\
SCALE 1._5
�
/_,.
+ 11 + 1 I+
++
I + + I +
I +I + + + + 1+
+ + + +\+ - - - - - -
i % 6.00' 3.00' 6.00' 6.00' 3.00, 6.00'+
/j//
+ +
__-
+ + + + + + + + - - - - #2
+�+\ + +I
1+ 1 I
I+ I+1 + + + + + \+ I ------ _ -_ -____- \ o�
I 1 \ \
/�/ /
�\
+
I I
+ + + +
I + + I + +I + +_ + + + I - - - - - - - - - - - - - - �/ \
I I CLASS RIPRnP- I — - - _� _ _ _- RECEIVING'—� _ _ _ \ \�\ ��
I I + +
o EX.GRADE
NO
/ /
1 1 1
/ I+ +I
\+ NO
�+ INLET PROTECTION I_ _ _ _ �- �. �EEDS I OCK _ _- - / 7
+ I + I+ 1 +\ +\ + + �+ + + I � WASTE-� — �� ; \ / a
v��—
I I
X \ \ \\
PIS
- + (
R K DAM / /
FO EBAY / + 1 +I
____:,���OOD _ —
+ +\ + + + + t - - - �` \ /
\ \ - STORAGE - - - - �� �_� �\
I + 1 + + + \ + + + 1\ - _ _- _/ MIXING �
Q10max 89.9 CFS
-
D m a x = 2.5 FT
V10max - 5.7 FPS*
l
1
\
I
- —
\ _\\\
+ + \+ +\ + + + -. RCP / _ GRINDING 4.7
l
*CHANNEL SECTIONS WITH V10max > 6 FPS WILL
+ + ` �I I
I:COMPOST
+ + + + + +\>�c + �\ + + - - INV. IN 733.3 - � AC
°� J --INV. OUT 732.4 / - / - - - - - V / •' / ,� 1�� /
ROWS & + + + + - (
l
BE LINED WITH PERMANENT EROSION CONTROL MATTING
DETAIL
2019 PERMIT RENEWAL NOTES DIVERSION CHANNEL/BERM
\
I
\ I
\ + I
/ �/�
_ _/ - _ - - - C
- -
gLLANEOUS PRODUCT + + + + ++ + - - �- - T / • ✓// r/
�, \ \, CLASS 1 RIPRAP - - - y - - � -- / / //
/ //
STORAGE + �� + + OUTLET PROTFION + -��
SCALE 1�=5�
1. SITE PLAN ILLUSTRATES EXISTING AND PROPOSED SITE DEVELOPMENT FEATURES. AREAS INDICATED
REPRESENT THE MAXIMUM AREA USED FOR THE DESCRIBED ACTIVITY.
l
S\TORMVI�AT
\
I
\+ �+
+ + \ +I +\ \
o _- _ _ _- yp -� / / / /
I 365 A + + \ + + + + + + 77 // //r /
2. MISCELLANEOUS PRODUCT STORAGE IS USED FOR STORING MATERIAL BASED ON THE SITES NEEDS.
I
1 POND NO. 1
I I \
\ 1
+ +\ I + \+
I+ 1
_ _ _ _ _ �a•
\
+ + + + + +\-+ + + + +
/
�-
ITEMS INCLUDE FINISHED COMPOST PRODUCT, TOPSOIL, COLORED MULCH, ETC.
I
+ + + 1
1 \
+ + +
1 I
+ ` + + + + + + +\ + - + + + - - //�
\ — \
+\ + + +- + + + + + + + +
3. GROUND COVER NOTES: GRAVEL - ACCESS ROADS, PARKING AREAS; CONCRETE - MIXING PIT;
SOIL -ACTIVE COMPOSTING AREAS; GRASS -INACTIVE AREAS
{
\
I STORMWATER
I \
+ I+ \ +\ I+
y
- \ \ / - -� •/� ///
\'1 + + + + + + + \ + +� / + +/ + +j,��°
4. EXISTING METAL BUILDING WILL BE USED FOR PRODUCT STORAGE AND BAGGING.
I
POND #1 I
I 1 \ \ I I
ILITr�o s I+
fi I + I I
�` +1 + + + + + + + �— + +/ / + �I— �+ + -, ///
+ I + + + + +, —I\ + \ + + +/ +/ + + + / /^ / %/ / //
5. SOIL BORROW AREAS MAY BE DEVELOPED WITHIN THE OPERATIONAL AREAS SHOWN.
SITE DATA: TOTAL PROPERTY AREA 162.33 AC; TOTAL COMPOSTING OPERATION AC
\
1 I
(I
+I +I +I )+ I
_ /
\
+ + + + + + + + +/ +/ + +�
6. = = 73.6
\
�I 1 )I I I
) / I I I I
+ I+ I+ I + I
I
+ + + + + \� + + /+ ;, + / +
\ / \ / %//// //
\+ /+
LEGEND
'
I
/ / I I ^
+N +
+ + + I + \ + 1
+ + + + + + + + /+ �' /
+ \+ j /+ + \ + �+ + + /
///
/ //
— - EXISTING GRADE INDEX CONTOUR
/
_ —
/
-
+ � +1
` + + �+ + \ + + +�'_ /•//��% / �
EXISTING GRADE -INTERMEDIATE CONTOUR
\ o
\
I I
i
+� 1+
1 + + \+ + \
+ + + +\
\ + +\ \ ✓ + _ /+ / / '� — -- ///� /
+ \ + + + + �� + \+ + + + +/
\ +
�\ + + / + +\ + + + +
PROPERTY LINE
\
\
eeeeeeeeeeeeeeeeeeeeeeeeeeeeeee
/
��
RIp RAp + + \+ + + + + + \ + \+ + / / r /
ROCK DAM + \ + \ / + +— -\ + \ + �+ J+ / / ,�/// j//
FOREBAY �, \
PERRRENIAL STREAM
_ _ _ _ _ _ _ _ _ _ (BANK TO BANK DELJNEATION)
+ +
`
\+
+ - ' %/•///�///%/// \\��
/ _
GRAPHIC SCALE 1'=100'
--- --- INTERMITTENT STREAM
(ENTERLNE DELNEATION)+
\\
+ +
`Z`��✓
+ + + _ ��' / r • // ///////
EPHEMERAL STREAM 0 100 200 300
(CENTERLINE DELINEATION)
IIII
+ +
— O�
+ + +� +// �+
+ �/°Q,
N1
CAROWETLAND
\
•I I \ \ \
+ +\+
\
+ +
aas. 4,
11
�.�,
/ i �. % qs/�
= g SEAL g
I 1
\ \ \
Q
1 \ \ � \ \ �
/ i // //
/ po/ • � //// /
- - • // /
100-YR FLOOD ELEVATION ° °
022235
30' RESIDENTIAL ZONING BUFFER
O \
\
/////j
�0
STORMWATER POND BAFFLE �t
\ \ \
L \ \ \
\
/ i •// // %// //ol
REVISION
DATE
GARRF_Z'I' c�iw�ir,N�.c. 2,a,s °""E
n Moog m 1"s-m-,ow
FFAX_�, -�
Bnpinaedtp 1br ris Pa�ward M anWade' vrwMrp�nr�tmoon aom
WALLACE FARM INC. TYPE 3 COMPOST FACILITY
DAVIE COUNTY NC
SITE PLAN
JOB NUMBER
1 2019 PERMIT RENEWAL
06 28 2019
'
�33
4

W
Appendix S
Site Signage
w

LI
WALLA.0 L F.ARM
Soil _Products
Compost Facil._ity
erm.Yt # 3004
pproved Organic Waste Deceived Only
bsol7utely No.
• Hazardous Waste
Waste Containing Asbestos
• Medical Waste
mergency Contact:
fit`,"'.:, • Dean Lentz 704-779-2186
°'}' {' • Michelle Lambert 336-671-1440
Eric Wallace 980-428-3185 or704-202-0585
Qy'p
S Sl'C1j' 1' h
,: "` '<< : • Xirei. Medic call 911 gL
r
:T,s

Appendix C
Sample Row Data Record
Sample Windrow Data Recording Sheet
Sample Pit Mix Recording Sheet
E
IJ

lCompost Process Control Sheet
�ekly Readings
Date: I Turned:
Lot: i
ROW # TEMP 1 TEMP 2 TEMP 3
1 I",
2 I
�1
3
4
i
5 I
6
7
8 l
9
10
11
12 `
13
14 i I
15 `
16
17
18
19
20
21
22
i
23
24
I
25
26
27
28
29
30
31
32
33
i
34
35 i
H2O Content , Maturity
Rowed I Material

.,, Temperature Taking Sheet
Lot 1.1 Date
Loc
Row
Temp 1
Temp 2
Temp 3
H2O Cnt
Rowed
Material
Cmp
1
1
2/28/2005
2
2
2/28/2005
3
3
3/1/2005
4
4
3/1/2005
5
5
3/2/2005
6
6
3/3/2005
7
7
3/3/2005
8
8
3/4/2005
g
g
314/2005
10
10
3/5/2005
11
11
3/5/2005
12
12
3/7/2005
13
13
3/10/2005
14
14
3/10/2005
Lot 1.2 Date
Loc
Row
Temp 1
Temp 2
Temp 3
H2O Ott
Rowed
Material
Cmp
1
1
3/21/2005
2
2
3121/2005
3
3
3121 /2005
4
4
3/21/2005
5
5
3/21/2005
6
6
3/21/2005
7
7
3/22/2005
8
8
3/22/2005
9
9
3/22/2005
10
10
3/22/2005
11
11
3/2212005
12
12
3122/2005
13
13
3/25/2005
14
14
3/25/2005
15
15
3/25/2005
16
16
3/2512005
17
17
3/2512005
18
18
3/25/2005
Wednesday, May 18, 2005 Page t of 3

MASTER - Row Data by Lot
Lot Number In
Row Number !
Mowed
Material
Completed
I/111/2()(1.3 I.Ct1VV} Anil (.IMCLCn AI;uIuic
i/22/21j(m
Dates Row Turned
1 2 3
4 5 6
7 8
11/21/2003 12/5/2003 12/11/2003
12/23/2003 1/5/2004 2/5/2004
2/20/2004 3/4/2004
Temperatures
Date 1 2 3
Avg Temp Moisture
12/8/2003 135 140 123
133
12/19/2003 145 145
145 m
12/30/2003 153 148 128
143 M
2/11/2004 105 93 86
95
2/23/2004 88 84 88
87
Now Nu►raber 2
Rowed Matcri:11
11/10/2003 Leaves and Chicken Manure
Dates Raw Turned
1 2 3 4 5
11 /21 /2003 12/5/2003 12111 /2003 12/23/2003 115/2004
Temperatures
Completed
3/ 22 /2004
6 7 8
2/5/2004 2/20/2004 3/4/2004
Dale
1
2
3
Avg Temp
Moisture
12/8/2003
150
154
151
152
12/19/2003
152
146
149
D
12130/2003
143
156
142
W
d
2/ 1112004
105
112
118
112
2/23/2004
95
98
111
101
3/4/2004
94
88
94
92
M
3/8/2004
90
97
99
95
Afanday, Uarch 29, 2004 11age I of'52

MO
Appendix D
Compost Product Information
E
IV

` 5 ti �• 1� -WALLACE
� w 4
+e�"d
7.a
MUSHROOM 'Q r
" e _ COMPOST
• EwceXent }or Flow, and Vegetable G,,,
_ :�- • Agmarest Vigorous and Heathy wane
'. .�• '-
CDP
- _ - � � C :� r� a ��".�. -' �?yam - _ � + � 7. � + - ■
�4,
low
.\(r # ,��f� ;yam sh'~ 74 . t�. Lf
- r "�' i► ¢- of ?`' k
ti, a� •r t�3 si ���« ;# !u•,L+f�of,c 1, EI•-�� - t, .a _ ' t; �w F,`� ^' ~ �' `��.� 1'. `�4i �"i1=►i

PLO'"
6
CAll"
z Z.,
Z;A
0 P"'
oil &k..A. I in lb 4. as r Y l aft • A s4k

UCOMPOSTING
COUNCIL
Seal of Testing
Assurance
Wallace Farm LLC
Eric Wallace
14410 Eastfield Rd
Huntersville NC 28078-6636
704-875-2975
Product Name: WFCO
Sample Date: 9/8/14 12:00 PM
Receive Date: 9/9/14
A & L Lab Number., 74269
A & L Report Number., F14252-6012
COMPOST TECHNICAL DATA SHEET
A & L Great Lakes Laboratories, Inc. 3505 Conestoga Drive Fort Wavne IN 46808
Compost Parameters
Method
Reported as (units of measure)
Test Results
Test Results
Plant Nutrients:
%, weight basis
%, wet weight basis
%, dry weight basis
Nitrogen
TMECC 04.02-D
Total N
0.79
1.04
Phosphorus
TMECC 04.03-A
P205
0.35
0.46
Potassium
TMECC 04.04-A
K20
0.42
0.55
Calcium
TMECC 04.05-CA
Ca
1.22
1.61
Magnesium
TMECC 04.05-Mq
Mg
1 0.35
1 0.46
Moisture Content
TMECC 03.09-A
%, wet weight basis
24.10
Organic Matter Content
TMECC 05.07-A
%, dry weight basis
35.72
pH
TMECC 04.11-A
pH units
7.1
Soluble Salts (electrical
conductivity EC 5)
TMECC 04.10-A
dS/m (mmhos/cm)
0.90
Particle Size
TMECC 02.02-B
% < 9.5 min (3/8 in.), dw basis
98.40
Stability Indicator (respirometry) Stability Rating:
CO2 Evolution TMECC 05.08-B Fmg CO2-C/g OM/day 1
mg CO2-C/g TS/day 1 Very Stable
Maturity Indicator (bioassay)
Percent Emergence TMECC 05.05-A average % of control 97
Relative Seedling Vigor TMECC 05.05-A average % of control 94
Select Pathogens
TMECC 07.01-B
PASS/FAIL: per Us EPA Class A
standard, 40 CFR § 503.32(a)
PASS
Fecal Coliform
Trace Metals
TMECC 04.06
PASS/FAIL: per us EPA Class A
standard, 40 CFR § 503.13, PASS
Tables 1 and 3.
As, Cd, Pb, Hg,
Mo, Ni, Se, Zn
Participants in the US Composting Council's Seal of Testing Assurance Program have shown the commitment to test their compost
products on a prescribed basis and provide this data, along with compost end use instructions, as a means to better serve the needs of
their compost customers.

�7i
U
� COMPOSTING
COUNCIL
Seal of Testing
Assurance
Wallace Farm LLC
Eric Wallace
14410 Eastfield Rd
Huntersville NC 28078-6636
704-875-2975
Product Name: WFCO
Sample Date: 9/8/14 12:00 PM
Receive Date: 9/9/14
A & L Lab Number., 74269
A & L Report Number., F14252-6012
COMPOST TECHNICAL DATA SHEET
A & L Great Lakes Laboratories, Inc. 3505 Conestoga Drive Fort Wavne IN 46808
Compost Parameters
Method
Reported as (units of measure)
Test Results
Plant Nutrients:
%, weight basis
Not Reported
Moisture Content
TMECC 03.09-A
%, wet weight basis
24.10
Organic Matter Content
TMECC 05.07-A
%, dry weight basis
35.72
pH
TMECC 04.11-A
pH units
7.1
Soluble Salts (electrical
conductivity EC 5)
TMECC 04.10-A
dS/m (mmhos/cm)
0.90
Particle Size
TMECC 02.02-B
I % < 9.5 mm (3/8 in.), dw basis
98.40
Stability Indicator (respirometry) Stability Rating:
CO2 Evolution
TMECC 05.08-B
mg
mg CO2-C/g OM/day
1
Very Stable
CO2-C/g TS/day
1
Maturity Indicator (bioassay)
Percent Emergence
TMECC 05.05-A
average % of control
97
Relative Seedling Vigor
TMECC 05.05-A
average % of control
94
Select Pathogens
TMECC 07.01-B
PASS/FAIL: per Us EPA Class A
standard, 40 CFR § 503.32(a)
PASS
Fecal Coli orm
Trace Metals
TMECC 04.06
PASS/FAIL: per Us EPA Class A
standard, 40 CFR § 503.13,
PASS
As, Cd, Pb, H ,
Mo, Ni, Se, Zn
Participants in the US Composting Council's Seal of Testing Assurance Program have shown the commitment to test their compost
products on a prescribed basis and provide this data, along with compost end use instructions, as a means to better serve the needs of
their compost customers.

U
� COMPOSTING
COUNCIL
Seal of Testing
Assurance
NORNT OF TRhN
Wallace Farm LLC
Eric Wallace
14410 Eastfield Rd
Huntersville NC 28078-6636
704-875-2975
Product Name: WFCO
Sample Date: 9/8/14 12:00 PM
Receive Date: 9/9/14
A & L Lab Number. 74269
A & L Report Number., F14252-6012
COMPOST TECHNICAL DATA SHEET for NORTH CAROLINA DOT
A & L Great Lakes Laboratories, Inc. 3505 Conestoga Drive Fort Wayne IN 4680E
Compost Parameters
Method
Specification Requirements
Test Results
pH
TMECC 04.11-A
Minimum 5.0 Maximum 8.5
7.1
Soluble Salts
TMECC 04.10-A
Maximum 5.0 dS/m (mmho/cml,
0.90
Moisture Content
TMECC 03.09-A
30 - 60%, wet weight basis
24.10
Organic Matter Content
TMECC 05.07-A
25 - 65 %, dry weight basis
35.72
Sieve Size (aggregate size)
TMECC 02.02-B
% dry weight passing through
3" Sieve 100%
100.00
1" Sieve minimum 90%
100.00
3/4" Sieve minimum 65%
98.40
1/4 " Sieve maximum 50%
92.26
Stability
TMECC 05.08-B
< 8 mg CO2-C / gram OM / Da)
1
Carbon Dioxide Evolution
Maturity
TMECC 05.05-A
> / = 80% (compared to control)
97
Seed Germination
Trace Elements /
TMECC 04.06
Meets US EPA Class A Standard
PASS
Heavy Metals
40 CFR § 503.13 PASS/FAIL
Fecal Coliform
Pathogens
TMECC 07.01-B
< 1000 MPN / gram total solids
PASS
PASS/FAIL
Man-made Inerts
TMECC 02.02-C
< 1.0% Total Inerts (dry basis)
0.00
Laboratory Report Number: F14252-6012
Laboratory Sample Number 74269
Approved by: Gregory T. Neyman - Vice -President / COO
Participants in the US Composting Council's Seal of Testing Assurance Program have shown the commitment to test their compost
products on a prescribed basis and provide this data, along with compost end use instructions, as a means to better serve the needs of
their compost customers.

x
fl
`J
5- Lk, a. eaci PA-1
3" Unprinted top of
front and back
WALLACE
FA Ex M 1 1 l
SOIL
0 100% Aged Bark Pines
Intended for In -Ground Planting and Mulching
• Loosens Hard Clay and Sandy Soils
GENERAL USES
Intended to be mixed with hard, compacted soils 10 loosen 1110 soil and provide a better
envifonmeni for growinq flowers, vegetables, trees, shrubs, and lud. Can also be used In mulching
applications where finely ground, premium mulch is needed.
APPLICATION INSTRUCTIONS
FLOWER BEDS AND GARDENS
Loosen existing soil 4.8 inches deep. Apply 2.4 Inches of Wallace Farm Solt Conditioner over
planling area (2 Cu. It. per 8 sq. 11.) and Incoiporaie Inle exisling soil. Plant and water ihoroughly.
RAISED BEDS
Conslrucl bedding perimeter allowing tot a minimum depth of 12 krches Fill the area with a mixture of
one part Wallace Form Soil Conditioner and one part Wallace Farm Premium Top Soil. Allernate
ernplying soil conditloner and top soil bags, mixing as you go, unlit desired depth is reached.
TREES AND SHRUBS
Dig a hole one-third larger and one-third deeper than tool ball of plant. Disturb roof ball 0* If root -bound.
Mix ane park Wallace Farm Soil Conditioner to one part existing soil. Fill bottom of hole with mixture
to allow top of fool ball to sit al ground level. Finish filling hole with mixture and lightly pack to avoid
air pockets. Water lhoeoughty.
MULCHING
Wallace Form Soil Conditloner is ideal lot mulching around all lypes or plants and is especially
sullable for use around smaller annuals and perennials. I2 Cu. It. covets approx. 10 sq (t.)
Other Fine Wallace Farm Products:
• Plemium Top Soil
• Planting Sort
• Potting Sold
• Plem}um Polling Mix
• Composted Cow Manure
• Mushroom Compost
• Compost Plus
• Play Sand
t
Wallace Farm, Inc.
1a410 Eastfleld Road
Huntersvilte, NC 28078
www.wallacerarmprodUCt$.Com
2 Cu. Ft. ISSLI
Net Weight 38 Lbs.
t 1P502) Z?7 3(.s HACK MUCK

MidwG I
Report Number Laboratories, Inc.
04-236-2208 13611 "B" Street - Omaha, Nebraska 68144-3693 - [phone] - FAX [phone]
www.mldwestiabs.com
REPORT OF ANALYSIS
Mail to: WALLACE FARM INC For: (15314) WALLACE FARM INC
ERIC WALLACE [phone]
14410 EASTFIELD R❑
HUNTERSVILLE NC 28078- COMPOST ANALYSIS
Lab number: 1001606 Sample ID: DAIRY MANURE CM
Analysis
Kjeldahl nitrogen
Phosphorus (total)
Potassium (total)
Sulfur (total)
Calcium (total)
Magnesium (total)
Sodium (total)
Iron (total)
Manganese (total)
Copper (total)
Zinc (total)
A unoniacal nitrogen
Nitrate/Nitrite Nitrogen
Arsenic (total)
Barium (total)
Cadmium (total)
Chromium (total)
Lead (total)
Mercury (total)
Molybdenum (total)
Nickel (total)
Selenium (total)
Silver (total)
4.
Date Reported: 08/23/04
Date Received: 08/13/04
Date Sampled: 08/ 10/04
Level
Detection
Analyst -
Found
Units
Limit
Method
Date
2,964
mg/kg
4
EPA 351.3
hnw-08/ 18
2,379
niglkg
10.0
EPA 6010
xme-08/18
3,410
inglkg
10.0
EPA 6010
xme-08/18
1,615
mg/kg
25.0
EPA 6010
xme-08/18
9,241
mg/kg
1.0
EPA 6010
xme-08/18
3,018
mg/kg
1.0
EPA 6010
xme-08/18
1,133
mg/kg
1.0
EPA 6010
xme-08118
28,377
mg/kg
5.00
EPA 6010
xme-08/18
788
mg/kg
1.0
EPA 6010
xme-08/ 18
104
mg/kg
1.0
EPA 6010
xme-08/18
67.9
mg/kg
1.0
EPA 6010
xme-08118
828
mg/kg
2
EPA 350.2
hwn-08/17
828
mg/kg
20
EPA 353.2
jad-08/18
3.74
mg/kg
0.50
EPA 6020
jsk-08/ 18
116
mglkg
0.50
EPA 6010
xme-08/ 18
n.d.
nng/kg
0.50
EPA 6010
x1ne-08/19
44.2
mg/kg
1.0
EPA 6010
xme-08/ 18
14.7
mg/kg
5.0
EPA 6010
xme-08/18
0.09
nig/kg
0.05
EPA 7471
jsk-08/ l8
1.2
ing/kg
1.0
EPA 6010
x1lie-08/ 18
12.3
mg/kg
1.0
EPA 6010
x1ne-08/ Is
0.93
niglkg
0.50
1--'PA 6020
jsk-08/ 18
ti.d.
mg/kg
1.0
EPA 6010
C11e`08' l8
The above analytical results apply only to the sample(s) submitted
Our reports and letters are for the exclusive and confidential use of our clients and may not be reproduced in who.e or ,n par, nor may anv reference be m._-1;:

/11 Midw- A
%1of Laboratories, Int:
13611 "S" Street • Omaha, Nebraska 68144-3693 • [phone] • FAX [phone]
www.midwestlabs.com
REPORT OF ANALYSIS
Account: 15314 WALLACE FARM INC Page: 2
Report Number: 04-236-2208
Level
Detection
Analyst -
Analysis
Found
Units
Limit
Method
Date
Percent Solids
66.3
%
0.01
SM 2540G
xme-08/ 18
PH
6.0
S.U.
EPA 9045
dmg-08/ 13
Organic nitrogen
2,136
mg/Kg
CALL
cmw-08/13
Calculated Phosphate P205
5,448
mg/Kg
CALC
cmw=08/13
Calculated Potash K20
4,106
mg/Kg
CALC
cmw-08/ 13
Carbon Nitrogen Ratio C/N
30.1
CALCULATED
jjk-08/23
Fecal Coliform
79
MPN/g
2
SM 9221E
mjh-08/14
Foreign materials
non detected
#/ 100 g
MICROSCOPIC
jjk-08/23
Total Carbon
8.92
%
0.050
CARBON ANALYZER LECO 2000
jpt-08/ 19
Notes:
n.d. - Not Detected.
The metals and nitrogen series are reported
on a dry weight basis. The nitrogen series
results on an as received basis are:
Kjeldahl Nitrogen: 1965 mg/Kg
Ammoniacal Nitrogen: 549 mg/Kg
Nitrate Nitrogen: 549 mg/Kg
No man-made materials (glass, metal, plastic) were observed
.; Aove anatyticar results appl}Lonly to the sample(s) submitted.
Respectfully Submitted
9A Aeloq
Heather Ramig/Sue Ann Seitz/Rob Ferris
Client Services

�11
Midwt--
1
Laboratories ■ Inc:
Report Number
04-219-2108
13611 "B" Street • Omaha, Nebraska 68144-3693 • [phone] • FAX [phone]
www.midwestlabs.com
REPORT OF ANALYSIS
For: (15314) WALLACE FARM INC
Mail to:
WALLACE FARM INC
[phone]
Date Reported: 08/06/04
ER1C WALLACE
Date Received: 07/28/04
14410 EASTEIELD RD
Date Sampled: 07/19/04
HUNTERSVILLE NC 28078-
COMPOST ANALYSIS
Lab number: 996278 Sample ID: CP ComgoA (luf
Level
Detection
Analyst -
Analysis
Found
12,383
Units
mg/kg
Limit
4
Method
EPA 351.3
Date
hnw-07/30
Kjeldahl nitrogen
Phosphorus (total)
5,209
mg/kg
10.0
EPA 6010
tsw-08/03
tsw-08103
Potassium (total)
Sulfur (total)
7,725
2,926
mg/kg
mg/kg
10.0
25.0
EPA 6010
EPA 6010
tsw-08/03
Calcium (total)
27,242
mg/kg
1.0
EPA 6010
tsw-08/03
tsw-08103
Magnesium (total)
Sodium (total)
4,623
1,596
mglkg
mg/kg
1.0
1.0
EPA 6010
EPA 6010
tsw-08/03
Iron (total)
19,323
mg/ g,
5.00
EPA 6010
tsw-08/03
tsw-08/03
Manganese (total)
988
54.6
mg/kg
mg/kg
1.0
1.0
EPA 6010
EPA 6010
tsw-08/03
Copper (total)
Zinc (total)
138
mg/kg
1.0
EPA 6010
tsw-08/03
Ammoniacal nitrogen
766
mg/kg
2
EPA 350.2
hnw-07/30
jad-07/30
Nitrate/Nitrite Nitrogen
180
4.08
mg/kg
mg/kg
2
0.50
EPA 353.2
EPA 6020
jsk-08/03
Arsenic (total)
Barium (total)
153
mg/kg
0.50
EPA 6010
tsw-08/03
tsw-08/03
Cadmium (total)
n.d.
31.6
mg/kg
mglkg
0.5
1.0
EPA 6010
EPA 6010
tsw-08/03
Chromium (total)
Lead (total)
14.1
mglkg
5.0
EPA 6010
tsw-08/03
Mercury (total)
0.12
mg/kg
0.05
EPA 7471
jsk-08/03
Molybdenum (total)
1.5
16.7
mg/kg
mg/kg
L0
1.0
EPA 6010
EPA 6010
tsw-08/03
Nickel (total)
Selenium (total)
1.40
mg/kg
0.50
EPA 6020
jsk-08/03
tsw-08/03
Silver (total)
n.d.
mg/kg
1.0
EPA 6010
r
rh_. ,cavr- anaRtrs'N
rB$LtjtS appiv oni'r to !ne sompie!sl
submitted

jo11 Midw!§...t
`1OF Laboratories, Inc.
13611 T" Street - Omaha, Nebraska 68144-3693 - [phone] - FAX [phone]
www.midwestlabs.com
REPORT OF ANALYSIS
Account: 15314 WALLACE FARM INC
Report Number: 04-219-2108
Analysis
Percent Solids
PH
Organic nitrogen
Calculate& Phosphate P205
Calculated Potash K20
Carbon Nitrogen Ratio C/N
Foreign materials
Total Carbon
Page: 2
Level
Detection
Analyst -
Date
Found
67.9
Units
%
Limit
0.01
Method
SM 254OG
tsw-08/03
7.1
S.U.
EPA 9045
dmg-07/29
cmw-07128
11,617
11,929
mg/Kg
mg/Kg
CALC
CALC
cmw-07/28
9,301
mg/Kg
CALC
cmw-07/28
jt-08/06
17.9
V 100
CALCULATED
MICROSCOPIC
jt-08/06
see comments
22.2
g
%
0.050
CARBON ANALYZER LECO 2000
jpt-08/06
Notes:
n.d. - Not Detected.
Report faxed upon completion.
The metals and nitrogen series are reported
on a dry weight basis. The nitrogen series
results on an as received basis are:
Kjeldahl Nitrogen: 8408 mg/Kg
Ammoniacal Nitrogen: 520 mg/Kg
Nitrate Nitrogen: 122 mg/Kg
The sample contained no glass or metal fragments.
The only man-made materials observed were fragments
of plastic bags at < 0.1 %
The above analytical results appVonly to the sample(s) submitted.
Respectfully Submitted
Heather Ramigl nn Seitz/Rob Ferris
Client Services
' '�+_ ?xC�liS.:- ,f'r r-' i"...:�3�'--��+ �- ..•i:�.. - - renmridacee rn wno+is j. _ Pr '!rr 'aV ,
1

-0-
Report Number
04-219-2110
a% Midw*mot
`1of Laboratories, Inc:
13611 "B" Street • Omaha
Mail to: WALLACE FARM INC
ERIC WALLACE
14410 EASTFIELD RD
HUNTERSVILLE NC 28078-
Lab number: 996279
Analysis
Kjeldahl nitrogen
Phosphorus (total)
Potassium (total)
Sulfur (total)
Calcium (total)
Magnesium (total)
Sodium (total)
Iron (total) '
Manganese (total)
Copper (total)
Zinc (total)
Ammoniacal nitrogen
Nitrate/Nitrite Nitrogen
Arsenic (total)
Barium (total)
Cadmium (total)
Chromium (total)
Lead (total)
Mercury (total)
Molybdenum (total)
Nickel (total)
Selenium (total)
Silver (total)
Nebraska 68144-3693 • [phone] • FAX [phone]
www.midwestlabs.com
REPORT OF ANALYSIS
For: (15314) WALLACE FARM INC
[phone]
Sample ID: MC M%AA Loom eoff"f
COMPOST ANALYSIS
Date Reported:
08/06/04
Date Received:
07/28/04
Date Sampled:
07/19/04
Level
Detection
Analyst -
Found
Units
Limit
Method
Date
11,533
mg/kg
4
EPA 351.3
hnw-07/30
3,067
mg/kg
10.0
EPA 6010
tsw-08/03
6,703
mg/kg
10.0
EPA 6010
tsw-08/03
2,870
mg/kg
25.0
EPA 6010
tsw-08/03
19,388
mg/kg
1.0
EPA 6010
tsw-08103
4,065
mg/kg
1.0
EPA 6010
tsw-08103
1,190
mg/kg
1.0
EPA 6010
tsw-08/03
21,867
mg/kg
5.00
EPA 6010
tsw-08/03
762
mg/kg
1.0
EPA 6010
tsw-08103
73.0
mg/kg
1.0
EPA 6010
tsw-08103
104
mg/kg
1.0
EPA 6010
tsw-08/03
1,032
mg/kg
2
EPA 350.2
hnw-07/30
156
mg/kg
2
EPA 353.2
jad-07/30
4.41
mg/kg
0.50
EPA 6020
jsk-08/03
141
mg/kg
0.50
EPA 6010
tsw-08/03
n.d.
mg/kg
0.5
EPA 6010
tsw-08/03
54.0
mg/kg
1.0
EPA 6010
tsw-08103
I1.5
mg/kg
5.0
EPA 6010
tsw-08/03
0.10
mg/kg
0.05
EPA 7471
jsk-08/03
1.4
mg/kg
1.0
EPA 6010
tsw-08/03
17.8
mg/kg
1.0
EPA 6010
tsw-08/03
1.45
mg/kg
0.50
EPA 6020
jsk-08/03
n.d.
mg/kg
1.0
EPA 6010
tsw-08/03
-'+e above analyfical results apply only to the sample(s) submitted. N

,�11 Midst
�♦ Laboratories 1n
13611 "B" Streel • 1 ��u
W
Omaha, Nebraska 68144-3693 • [phone] • FAX [phone]
www.midwestiabs.com
Account: 15314 WALLACE FARM INC REPORT OF ANALYSIS
Report Number: 04-219-2110
Analysis
Percent Solids
pH
Organic nitrogen
Calculated Phosphate P205
Calculated Potash K20
Carbon Nitrogen Ratio C/N
Foreign materials
Total Carbon
Level
Found
69.1
7.2
10,501
7,023
8,070
17.4
Units
S.U.
mg/Kg
mg/Kg
mg/Kg
see comments V 100 g
20.1 %
Notes:
n-d- - Not Detected.
Report faxed upon completion.
The metals and nitrogen series are reported
on a dry weight basis. The nitrogen series
results on an as received basis are:
Kjeldahl Nitrogen: 7969 mg/Kg
Ammoniacal Nitrogen: 713 mg/Kg
Nitrate Nitrogen: 108 mg/Kg
The sample did not contain any glass or metal
fragments. The only man-made material observed
were fragments of plastic bags at C 0.1 %p.
Page: 2
Detection
Limit
Method
0.01
SM 254OG
EPA 9045
CALC
CALC
CAL,
CALCULATED
MICROSCOPIC
0.050
CARBON ANALYZER LECO 2000
the above arralytrcar ;:;,,, is apply only to the sample jsj submitted.
Respectfully Submitted
Analyst -
Date
tsw-08/03
dmg-07/29
cmw-07/28
cmw-07/28
cmw-07/28
jt-08/06
j t-08/06
jpt-08/06
Heather gue Ann Seitz/Rob Ferris
Client Se

Appendix E
Concrete Pit Construction Specifications
PROVIDED IN APPENDICES OF
PERMIT APPLICATION REPORT
•
10

40
Appendix F
New Compost Turner and New Grinder
0

0
N 40 Inc.
P.O. Box 1330
Rockwell, NC 28138
Phone. [phone]
Fax: [phone]
Web: www.00compost
October 4, 2006
Mr. Eric Wallace
Wallace Farm
1441 o Eastfield Road
Huntersville, NC 28078
New BACKHUS 17.50 taeLj Je6eS
Compost Turner on Crawler Tracks for Windrows
• Windrow Width up to:
16 ft
• Windrow Height up to:
7.2 ft
• Windrow Cross -Section up to:
7.4 yd2 per meter (bulk,angle approx. 45')
• Area Utilization:
1.24 yd'!yd
• Track -Clearing Width:
2 x 1 ft
• Track -Clearing Share:
1.6 % of heap cross-section
• Grain Size up to:
12"
• Speed:
0 — 160 fUmin, steplessly controllable (backwards and
forwards)
• Turning Capacity:
up to 4,000 yd3th
• Standard Engine:
6 cylinder Cummins turbo diesel
• Standard Engine:
QSC 6.3-C 280 (water-000led)
certified according to Tier III
■ Nominal Capacity:
280 hp at approx. 2,200 RPM
• Maximum Capacity:
300 hp at approx. 2,000 RPM
• Standard Cubic Capacity:
8.3 Liter
• Full Load Torque:
1,000 Ft. Lbs at 1,500 RPM
• Fuel Tank:
98 Gallon
• Power Supply.
24 volt, 202 V batteries each 143 Ah
three-phase alternator 70 A
1 of 9

• Standard Drum Diameter. (F)
Number of Drum: 56
Number of Drum Rakes: 8
• Dimensions in Working Position:
Depth: 15.7 ft
Width: 14.5 ft
Height: 14.8 R
. Dimensions in Transporting Position:
Depth:
8.4 ft
Width-
23.5 ft
Height:
loft
Track width*
15.5 ft
ErgftgnM changoi &a su*ct b LUrahan
2 of 9

INDUSTRIAL
The HC series grinders
are built to be the most
reliable high Capacity
grinders in their class.
You can expect maximum
production at the end of
the day, be it acres, tons,
or yards of material being
ground. At 750 to 1050
horsepaweFAHV 8"0001bs.,
they can handle your toug
jobs and last for years doia
The power is delivered to
hammermill by Hydraulic COL
or an optional Torque Con v
which multiplies the engine tc
to the hammermill for even gr
production. The HC serle;
available in fifth -wheel port
self -loading, & track driven me

1'G7000 Tub Grinder
10
Parts
Manual
P3.08
Serial
Order

Appendix G
Odor Response Form
F5

Wallace Farm
Date of complaint:
Odor Response Form
Time of complaint:
Location of complaint: Sub -Division:
Complainant Name:
Address:
Phone #:
Complaint received by:
EJ Wallace Farm
❑ County
❑ NCDENR
Date of response: Time of response:
Who responded: ❑ Wallace Farm
❑ County
Village:
(name)
(name)
_ (name)
. (name)
(name)
Was any type of odor detected: ❑ yes ❑ no
Was a normal compost odor noted: ❑ yes ❑ no
Was an objectionable odor noted?: ❑ yes ❑ no Rate odor: 1(mild) — 10 (extreme)
Does there appear to be an odor problem?: ❑ yes ❑ no
Warning issued by county inspector: ❑ yes ❑ no
N.O.V. issued by county inspector: ❑ yes ❑ no
Was a compost facility manager notified? ❑ yes ❑ no Manager name:
Date:
Time:
Was an objectionable odor detected at the compost facility: ❑ yes ❑ no
What is the source of the odor? ❑ windrows ❑ receiving area
❑ windrow turning ❑ water collection
❑ other:
Describe corrective action taken:
Was the problem corrected? ❑ yes ❑ no
Is a weather data attached for the day and time the complaint was received? ❑ yes ❑ no