2911_CarolinaCompost_revisedApplic2_20220913

Application far Permit to Conmuct and Operate a Solid Waste Compost Facility
Carolina Compost, Free Pilgrim Church Road, Lexington, NC
TABLE OF CONTENTS
ITEM I — SITE INFORMATION ................................. .................. ---.._
ITEM2 — ZONING...................................................................................
ITEM 3 — SITE AND DESIGN INFORMATION .........—.— ................
ITEM 4 — WASTE INFORMATION.....................................................
z2�w4
Dec 201 4ILast Revised Nov 2015
Blue Ridge Geological Services
Page
................................ .... . ..... ... .1
................................................. 2
.................................................2
................................................. 6
ITEM5 — SITE PLAN..........................................................................................................................•-----7
ITEM 6 — FACILITY OPERATIONAL INFORMATION.......................................................... —.. —.-7
ITEM 7 — FACILITY DESIGN INFORMATION.............................................................................17
ITEM 8 - CERTIFICATIONS.. ..... ....................................................... --- ...................................... ... 18
FIGURES
Figure 1 - Topographic Map
Figure 2 - Site Location Map
Figure 3 - Proposed Compost Area
Figure 4 - Site Plant
Figure S - Flood Map
Figure 6 - Wetlands Map
Figure 7 - Soil Map
Figure 8 - Compost Mixing Pit
Figure 9 - Process Flow Diagram
1■�0117►1
Property Deeds
2014 Survey Map
Table 1 - Piezometer Data
City of Thomasville Sludge Profile 1 Analysis
Laboratory Reports and Compost Recipe Calculations
Equipment Specifications
Example Boundary Marker
Forms
ii

Application fvr Permit to Construct and Operate a Solid Waste Compost Facility Dec 2014ILast Revised NoiP 20IS
Carolina Compost, Free Pilgrim Church Road Lexington, NC Blue Ridge Geological Serviciu
ITEM 1— SITE INFORMATION
Site Location and Descrintion
The subject site is the proposed Carolina Compost facility located northeast of the intersection of Free
Pilgrim Church Road and Cunningham Brick Yard Road in Lexington, Davidson County, North Carolina,
A topographic map and aerial photograph showing the location of the subject property and site boundaries
are presented on Figures 1 and 2. The subject site is wooded undeveloped land; overhead power lines cut
through the north central portion of the site. Surrounding properties are residences, undeveloped wooded
land, and a closed industrial facility (Cunningham Brick).
Site Ownershi
The subject property currently consists of six parcels of land (identified as Parcels A through F on Figure 2),
Parcels A through D are owned by Dewey and Anna Sue Gibson; the two deeds for these four parcels are
presented in the Appendix. Parcels E and F are owned by Dewey Gibson; the deed for these two parcels is
presented in the Appendix. Dewey and Anna Sue Gibson are the parents of Mr. Jason Gibson (proposed
property operator). The certification statement for the property owners is presented in Section 8 of this
application. The property owner contact information is as follows:
Dewey and Anna Sue Gibson
989 Cunningham Brick Road, Lexington, NC 27292
336-474-1436
Email address: [e-mail]
Planned Initial Compost Area
The planned initial operational area to include composting is located in the northwest comer of the subject
property (see Figure 2). The area to be used includes parts of Parcels 6764-01-39-4495 and 6764-01-38-
9944. The proposed initial composting area is approximately 1.5 acres in size. Based on the success of the
operation, a request to use additional areas of the subject parcels 1 property for composting may be sent to
the NCDEQ in the future.

Application for Permit iv Construct and Operate a Solid Waste Compost Facility, Dee 2014ILast ReuisedNov 2015
Carolina Compost, Free Pilgrim Church Road, Lexinggon, NC Blue Ridge Geological Sen,ices
On November 7. 2014 Mr. Jason Gibson excavated four test pits using a mini excavator and Mr.
Jeff Gerlock, Professional Geologist with Blue Ridge Geological Services, advanced four borings
(HA-1 through HA-4) in the base of the pits in the four corners of the planned compost area (see
Figure 3 for locations). The borings were drilled using a stainless steel hand auger. Soil samples
collected from the borings were observed and described. Soil encountered in the borings consisted
of silt, clayey silt, and silty sand as follows:
HA-1: 0-0.2 leaves/topsoil, 0.2 — 0.5 brown Silt, 0.5 - 4 orange brown Silt
HA-2: 0-0.7 leaves/topsoil, 0.7-2, br — org br Silt w occ roots, 2 —4 org br Silt, 4- tan silty Sand
HA-3: 0-0.5 leaves/topsoil, br Silt, 0.5-4.2 red brown clayey Silt to Silt, 4.2 rack
HA-4: 0-0.7 leaves/topsoil, br sandy Silt, 0.7-3 or brown clayey Silt, 3-4.2 or br Silt
One -inch diameter PVC pipe with an approximate two -foot hand -slotted section was inserted into
each borehole and test pit to construct a piezometer for subsequent groundwater measurements. The
pipes were installed to approximately three to four feet below the ground surface. The annular
space around the .PVC pipe was filled with medium sand to approximately one to two Feet above the
top of the slotted section. Bentonite pellets were placed on top of the sand to the ground surface to
prevent surface water from entering the boreholes. The test pit was backfilled with excavated soils
around the completed piezometer. Field personnel measured the depth to water in each piezometer
using an electronic water level indicator on several dates. No groundwater was detected in the
piezometers when installed. A trace of water was encountered in HA-1 on December 8, 2014.
Approximately one foot of water was encountered in HA-3 on December 8, 2014; the water was
measured at a depth of approximately 2.8 feet bgs. The presence of water in these two piezo peters
may be a result of surface water infiltrating through the backfilled soil and into the pipe. A table
summarizing water level information is presented in the Appendix.
In the Piedmont, groundwater typically recharges (infiltrates) in upland areas and discharges in
low-lying surface water features such as streams and takes or at the base of slopes. As shown on
Figures 1 and 3, the proposed compost area is located along the southeast flank on a topographic
high or ridge running along Free Pilgrim Church Road, with ground surface elevations of
approximately 890 to 920 feet above mean sea level. Two unnamed creeks are located south and
southeast of the composting area with a perennial stream indicated on the topographic map (Figure
4

Application for Permit to Construct and Open ale a Solid Waste Compost Facilid}• Dee 2014ILav Revised Nov 2015
Carolina Composl, Free Pilgrim Church Road, Lexington, NC Blue Ridge Geological Services
1) at elevations up to approximately 830 feet above mean sea level. Therefore, the depth to the
groundwater is likely to be 30 to 60 feet below the ground surface in the planned compost area.
c) As shown on Figure 4, a concrete pit used for waste receiving and storage is located in the northern
part of the area and active composting and curing will occur in the windrows in the southern part of
the area. Waste will be dumped into a pit constricted of a concrete Floor and walls, A sketch of the
pit is included in Figure 8. After the pit is approximately 213 full, the material will be placed into
windrows on a compacted soil pad south of the pit.
d) Per the Guidelines, a concrete pad is not required for storage of finished product that is dried so as
to pass the Paint Filter Liquids Test (EPA Method 9095), and for storage areas prepared such that
water does not collect around the base of the stored materials where the depth to the seasonal high
water table is maintained at least 12 inches. Site operations will ensure that the finished product is
dry and water does not collect around the base of the finished product storage areas 1 windrows.
Site personnel will grade the site so that surface water drains away from the windrows.
e) The linear coefficient of penneability of the upper 18 inches of the compacted soils in the active
composing 1 curing areas will be a minimum of l x lO-7 centimeters per second (cmis). The area
will be tested by a geotechnical engineering company after it has been suitably compacted. Tests
will include visual soil classification, lab testing (moisture content, grain size analysis, atterburg
limits, proctors), and field testing. The testing and installation will follow the procedures outlined
in 15A NCAC 13S .1624 (8) and we will issue a construction quality assurance report in
accordance with .1624 (16) and 15A NCAC 1313 .1621. The work will also follow the standards for
construction and testing provided in your correspondence dated August 7, 2015.
11. Other Design Requirements
■ The site will not allow uncontrolled public access. A gate will be located at the entrance to the
facility, The gate will be kept locked during non -business hours.
+ The site will meet the requirements of the Sedimentation Pollution Control Law. Adequate
sedimentation and erosion control measures will be present at the site to prevent excessive on -site
erosion and to prevent operational sediment from leaving the site. The roadway into the facility
will be compacted soil covered with gravel.
5

.application for Permit to Consowct and Operate a Solid Wavle Compact Faciliry Dee 2014ILast Revised Nov 2015
Carolina Compost, Free Pilgrim Church Roat� Lextroon, NC Blue Ridge Geological Services
+ The site will meet the requirements of the Air Pollution Control Requirements to minimize fugitive
emissions and odors.
+ The site is designed to minimize odors at the property boundary. Buffers of trees and vegetation
will be kept at the property boundaries. A layer of clean compost or other material will be placed
over windrows, as necessary, to control odors.
r The composting area of the site will he graded to an approximate 5% slope.
ITEM 4— WASTE INFORMATION
The waste to be transported to the Facility includes the following: 1) dewatered domestic septage 1
sludge from wastewater treatment plant(s) — estimate 5 to 15 tons per week, 2) grease trap sludge from
commercial operations — estimate 5 to 15 tons per week, 3) clean untreated wood waste and wood chips -
estimate 20 to 30 tons per week. Domestic septage and wastewater treatment sludge will be received
from the City of Thomasville Hamby Creek Wastewater Treatment Plant. A sample of the processed
waste sludge from the City was analyzed for metals, volatile organics, semi -volatile organics, and
pesticides by the TCLP method. The waste was also analyzed for flashpoint, reactive sulfide, cyanide,
and pH. Chromium was the only constituent detected in the analysis in October 2013. The pH of the
material is 6.8. The material was determined to be non -hazardous. A copy of the lab analyses is
attached. Other wastewater treatment plant sludges proposed in the future will be submitted to the Solid
Waste Section for approval.
The grease trap sludge will be collected from various local commercial businesses. Domestic waste and
grease trap sludge to be transported to the site will periodically be tested for the parameters listed above.
The wood waste and chips will be transported on -site from a local wood recycling facility (Todc❑ in
Lexington) and placed at the feedstock storage area — see Figure 4.
Samples of the proposed compost materials (wastewater sludge, grease (rap sludge, and mulch) were
submitted to a laboratory for analysis of carbon, nitrogen, weight, and moisture. The results were used to
prepare a recipe for the compost - see Appendix.
0

Application for Permit to Construct and Operate a Snlld Waste Compnyt Facility Dec 2014I1.ast Revised Nov 2015
Carolina Compost, Free Pilgrim Church Road, Lexington, NC Blue Ridge Geological Sm,ices
ITEM 5— SITE PLAN
Figures I through 4 are figures 1 plans showing existing topographic contours, proposed water control
features, buffer cones, property lines, proposed utilities and structures, access reacts and traffic patterns,
unloading, processing, composing, and storage areas. The site will be cut in the north and these soils moved
to the southern part of the compost area to bring the grade to approximately five percent across the
composting area.
ITEM 5 — FACILITY OPERATIONAL INFORMATION
Outlined below is a summary of the facility operational information:
A. Facility Overview
The facility owner and operator will be as follows:
Mr. Jason Gibson
1570 Kepley Road, Lexington, North Carolina
336-250-9848
Jason [e-mail]
The facility will be operated by three personnel. Mr_ Jason Gibson will be the primary operator of the
facility (Operations Manager). He will perform site inspections and overall staff supervision. Stab
personnel working in the facility will include Mr. Alex Gibson (Safety Coordinator) and Mr. Dewey Gibson
(Loader 1 Operator). Responsibilities will include checking loads, adding feedstocks, mixing, inspections,
equipment operation and maintenance, measuring temperatures, preparing windrows, moving materials, and
sample collection . All personnel will be trained to perform all functions. Each person will be trained on
the specific tasks as well as safety procedures, equipment operation and maintenance, etc.
The facility will be open Monday through Saturday from 7:34 am to 4:30 p.m. During the winter, the
facility will be open Monday through Friday from 7:34 am to 4.30 p.m. and Saturday from 7:30 am to
l 2:30 p.m. An operator will be on duty at the site at all times when the facility is open. Note - the site is
not open for public use_ A sign will be posted at the facility entrance showing site information including
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Application for Permit to Construct and Operate a Solid Waste Compost Facility Dec 2014ILast Revised Nov 2015
Carolina Compost, Free Pilgrim Church Road, Lexington, NC ,Bute Ridge Geological Services
operating hours, permit number, wastes accepted, wastes not accepted, emergency contact narne(s) and
phone numbers). A gate along the road restricts access to the property. The boundaries of the
composting operation will. be clearly marked. Stakes with pink ribbons are currently located at each
corner of the boundary. Steel posts with pink flagging and 1 or fiberglass posts (stating boundary) will be
installed along the compost boundary after completion of grading and construction of stonnwater
diversion berms. The signs will be placed at intervals to allow line of sight from one marker to the next.
A copy of an example boundary marker is presented in the Appendix.
Commercial vehicles will transport sludge and mulch 1 yard waste to the site, The vehicles will go to a
local scale and weigh house in Lexington where the vehicle weight is checked before and after dumping
the waste at the site. A fee will be charged to each vehicle depositing septage and sludge at the site. A
receipt will be provided to the vehicle driver which shows the weight of the waste deposited and the fee
charged. The general traffic flow pattern at the site is illustrated on Figure 4. The access road will be
constructed of gravel and properly maintained. The road will be resurfaced once per year or as needed.
B. Materials Received
The material received at the facility will mostly consist of dewatered domestic septage 1 sludge from
municipalities and sludge from grease traps. In addition, wood waste and yard waste will be brought to
the site to mix with the sludges. Yard waste includes tree trimmings, brush, leaves, stumps, etc. It is
estimated that the facility will receive a minimtun of approximately 15 tons per week of various sludges
and 30 tons per week of wood 1 yard waste.
C. Material Handling and Processing
The feedstocks will consist of sludge wastes. The sludge received at the facility will be placed directly
into the pit. The pit will be constructed of concrete blocks and will be approximately 12 feet wide, 60
feet long, and three feet deep. An epoxy seal will be placed at the joints of all blocks to prevent leakage_
A silage tarp will cover the pit. The tarp will be rolled out over the pit and secured with tie downs (see
Figure 8). Wood and yard waste will be placed in pile(s) next to the pit. The piles will be approximately
8 feet wide and 10 to 15 faet high, The sludge and wood/yard waste will be mixed as the material is
deposited. Initial blending mixture will be two yards of wood waste to one yard of domestic septic and
grease trap waste. The waste will be mixed in the concrete compost pit with a 4 wheel drive loader with
1.1

Applicationfor Permit to Construct and Operate a Solid Waste Compost Facility Dec: 2014ILast Revised Nov 20.15
Carolina Compost, Free Pilgrim Church Road, Lexington, NC !flue Ridge Geological Services
a 1.5 yard bucket. The loader bucket will be the unit measurement device for adding material for mixing
in the pit.
After the pit is about 2/3 full the material in the pit will be placed into windrows adjacent south of the pit
using a wheel loader. The windrows will be approximately 10 feet wide, six to ten feet high, and 100
feet or so in length. Dirt access roads will be maintained between the windrows.
At the end of each operating day, the unloading area will be clean and all feedstocks will be processed,
mixed, and/or properly stored. Any trash 1 litter observed on the property will placed in the onsite
dumpster.
D. Composting
Outlined below are the standard operating procedures for managing compostable materials and producing
compost at the facility. These procedures will be periodically refined or modified, as needed.
a. Acceptable Materials
The facility will operate as a Type 4 solid waste composting facility. According to the Guidelines,
acceptable materials include municipal solid waste, post collection separated or processed waste,
industrial solid waste, non -solid waste sludges, yard and garden waste, silviculture waste, untreated and
unpainted wood waste, pre -consumer meat, meat -free food processing waste, vegetative agricultural
waste, source separated paper, source separated specialty wastes which are low in pathogens and physical
contaminants, and manures. However as mentioned above, the material to be received at the facility will
mostly consist of dewatered domestic septage 1 sludge from municipalities and sludge from grease traps.
Wood waste and yard waste will be brought to the site to mix with the sludges. The wood will not be
ground onsite. Yard waste includes tree trimmings, brush, leaves, stumps, etc.
Each load brought to the facility will be inspected. Plastic, paper, and 1 or any trash 1 litter received will
in a load be placed in an on -site trash dumpster_ The dumpster will be emptied weekly. if unacceptable
materials are observed in the material brought on site, the material will be separated and shipped offsite
(at least weekly). If unacceptable material is observed in the sludge received from. the City, then they
will be contacted to remove and properly dispose of the materials.
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Applicalion for Pennil to Consh-uci and Operate a Solid Waste Compost Facility Dec 201411.ast Revised Nov 2015
Carolina Compost, Free Pilgrim Church Road, Lexington, NC Blue Ridge Geological Services
b. Windrow Composting
The windrows will be constructed in the composting area adjacent south of the mixing pit (see Figure 4).
Temperature and percent moisture will he monitored in the windrows and turning will be employed as
needed to maintain aerobic conditions and suitable elevated temperatures to expedite composting
(thermophilic decomposition), reduce odors, and reduce pathogens. Individual windrows will be
approximately S to 10 feet wide and six to ten feet high. Windrows will be 100 feet or less in length.
Curing piles and finished piles will less than 50 feet wide and 30 feet high. Windrows will be laid out on
an adequate slope to allow proper drainage. Dint access roads will be maintained between the windrows.
The windrows will typically be spaced to provide an approximate 15-foot corridor between windrows
for placement and turning operations. After placement, the front-end loader will create the desired
windrow size and shape.
C. Moisture Modification
Controlling the amount of water in the composting material is important to achieving optimum aerobic
composting results. The amount of moisture in the windrow (percent moisture) should ideally be
maintained between 45 and 60 percent (Percent moisture = weight of water in moist compost divided by
moist (total) weight of compost.) Moisture levels outside these limits will cause a reduction in microbial
activity, slowing the composting process.
Once the composting process begins, increased temperature and subsequent turnings (aeration) typically
causes a loss of moisture. Periodic observation or measurement of compost moisture in the windrows
determines the need for water addition during subsequent turnings. Turning of the piles with a loader is
done in such a way as to thoroughly mix make-up water uniformly with the compost to prevent runoff.
The exposed windrows allow some rain to infiltrate the compost and increase the percent moisture. The
facility staff will monitor current moisture conditions and forecasted weather when determining the need
for moisture modification of the windrows. Maintaining a triangular cross -sectional shape of the
windrow also helps reduce rainfall infiltration when moisture conditions are above normal or excessive.
More frequent turning may be required in such cases to promote drying.
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Application for Permit to Consnuct and Operate a Solid Waste Compavt facility Dec 201417,ast Revised Nov 2015
Carolina Compost, Free Pilgrim Church Road, Leringinn, NC Blue Ridge Geological Services
The grade of the composting area is maintained to promote rapid drainage of stormwater runoff. Fonding
of water in the compost area and windrows will be avoided.
d. Aeration (Turning)
Aeration of composting materials is necessary for aerobic biological processes. Aeration provides
compost oxygenation, helps ensure stability, and enables temperature control. Insufficient aeration, can
result in elevated temperatures that retard microbiological activity (slow the decomposition process). In
addition, the compost may go anaerobic (lack of oxygen), a condition that causes odors and can produce
plant toxins. The physical mixing during turning also breaks up air channels and clumps, blends
materials from top to bottom in the windrow, and provides for uniform microbial activity. Compost
temperature is also controlled by windrow size.
Aeration will be provided by turning the windrows with a wheel loader using a front bucket. The loader
bucket will be raised to its maximuuu height and then emptied gradually so as to promote cascading of the
compost to maximize aeration. The frequency of turning is dictated by temperature and moisture
conditions as well as odor, if it should occur.
After heating of compost, the windrows will be turned every 3 to 5 days until pathogen reduction
requirements have been met. Windrows will maintain 131 degrees for 15 days; during the period that the
windrows stray above 13.1 degrees they will be turned at least five times. Each step will be documented
and kept for reference to accomplish proper mixture. After pathogen reduction requirements have been
met, windrows will be turned as often as needed to maintain oxygen and moisture levels.
Temperature will be treasured five times per week„ Monday thru Friday, until pathogen reduction
requirements are met. Measurements will be taken more frequently if necessary. A copy of an example
temperature monitoring form is included in the Appendix. Windrows will be monitored approximately
every 20 feet at various depths. Moisture will be checked by hand method, squeezing compost and
checking water dripping out or too dry by compost falling apart.

Application./ar Permit to Construct and Operate a Solid Waste Compost Facllioi Dec 20191Last Revised Nov 2015
Carolina Compost, Free Pilgrim Church Road Lexington, NC Blue Ridge Geological Servicas
C. Compost Stabilization
The stabilizing of fresh compost to produce mature compost will be provided for as dictated by market
demands. Stabilization is the gradual reduction of microbial activity in the presence of moisture and
aeration, and is accomplished by continuing the aerated windrow composting process under the same
controlled conditions as in the first stage. Thus, stabilization will be performed in the original windrows
if required. Combining windrows of similar age may facilitate the stabilizing process; this will also
maximize the space utilization of the compost area.
I, Refining and Curing
The compost is refined by screening to remove oversize particles and foreign material and improve the
consistency and quality of the final product. Prior to refining the compost, the addition of moisture to the
windrows is discontinued to interrupt microbial activity and allow the compost to cool and dry to a
consistency suitable for screening.
Screening will be performed at the windrows. Oversize material will be run back through the process or
utilized as mulch. Foreign matter will be disposed of in the on -site dumpster and transported to a
properly permitted Iand#ill.
Curing is accomplished in the windrows so that aerobic conditions, temperature, and percent moisture
can be monitored and managed. The estimated completed processing time for a batch of compost is one
month from date of waste drop off at the facility.
g. Quality Control
The facility staff are responsible for achieving and maintaining quality control standards in the
composting process. The temperature in the windows will be monitored and recorded five times per
week, 48 hours apart, during the elevated temperature phase to confirm the achievement and: duration of
the specified elevated temperature (at least 55 degrees C or 131 degrees F for 72 hours). Temperatures
are measured manually by inserting a long -stem thermometer 18 to 36 inches into the piles at various
locations no more than 25 feet apart. A copy of an example temperature monitoring form is included in
12

Application for Pennit to Construct and Operate a Solid Waste Compost Facili(v Dee 7014ILast Revised Nov 201.5
Carolina Compost, Free Pilgrim Church Road, Lexington, NC Blue Ridge Geological Servica
the Appendix. Compost moisture will be monitored regularly to access the need for moisture addition.
Moisture monitoring consists of random, periodic manual/visual inspections of compost grab samples.
Occasional oven drying tests (moisture content on percent total weight basis) of samples will be
performed on samples taken from the windrows to provide data to compare with the target limits (45 to
60 percent moisture).
Random, periodic manuat/visual inspections of refined compost will be made for particle size
verification and the presence of foreign material. Particle size distribution is based on customer demand,
but in no case shall man-made inerts be allowed to exceed one (1) inch. The manual/visual inspections
also allow assessment and confirmation that the compost product is free from offensive odor and contains
no sharp particles that would cause injury to persons handling the compost.
The finished product will be tested periodically prior to distribution. Man made inert will be calculated
by taking a five gallon bucket sample of compost and weighing it. The material will be sifted through a
1/4 inch screen and the material that did not pass through the screen (trash) will be weighed. Trash
weight must weigh less than 6% of total product weight for Grade A compost. Finished product will be
loaded into dump trucks (provided by others) as needed and shipped off -site. At this time, the finished
product is expected to be transported to Todco for sale. Residues or finished product that cannot be used
or sold will be transported to the landfill for disposal.
A composite sample of the compost produced at the facility will be periodically collected and sent to a
laboratory for analysis. Sampling will be performed in general accordance with the Guidelines. The
sample to be tested for metal analysis and man-made inerts will be conducted at a minimuin of one
sample for every 20,000 tons of compost produced or every six months, whichever comes first. The
sample that is collected for pathogen testing will be composited from finished compost onsite the same
day that it is to be taken to the lab. The sample will be analyzed for fecal coliform bacteria, total
nitrogen, total metals (arsenic, cadmium, copper, lead, mercury, nickel, selenium, and zinc). The
laboratory results will be compared to the levels in Table l of the Guidelines. Sterile techniques will be
used in collecting and transporting the samples (new gloves, clean utensils 1 sample equipment).
The product is planned to be sold to individuals and companies selling landscaping products such as
Todco in Lexington for distribution and use.
13

Applivation for Permit to Construct and Operate a Solid Waste Compost Facility Dec 20141Last Revised Nov 2015
Carolina Cogwst, Free Pilgrim Church Road Lexington, XC Blue Ridge Geologiral Services
ITEM 2 — ZONING
As outlined on the GI5 website and the county tax cards, the parcels at the subject site are zoned by
Davidson County Planning and Zoning Department as a Heavy Industrial District (HD. The adjacent
properties are zoned as HI and / or Residential (RA 3). The zoning designations are shown on Figure 2.
According to the Davidson County Zoning Ordinance last revised September 201 t, the Heavy Industrial
District is intended for sites with industrial, processing, and related operations. The planned site operations
(composting) fall within this description.
ITEM 3 — SIT]LNG AND DESIGN INFORMATION
Outlined below is a summary of the site's compliance with the standards in Rule. 1404 of the Guidelines:
1. 1007-yea_r Floodplain — As shown on Figure 5, the subject site and operations at the site are located in
Zone X and are not located in or near the 100-year floodplain.
2. 100-foot Buffer from Property .Lines — As shown on Figures 2 and 3, the composting operations will
be located a minimum of 100 feet from all property lines.
3. 500-foot Suffer from Residences - As shown on Figure 2 and the survey map in the Appendix, the
proposed composting area will be located a minimum of 500 feet from residences not owned and
occupied by the Pen-nitee.
4. 100-foot Buffer for Wells — As shown on Figure 2, the proposed compost area will be located a
minimum of 100 feet from any water supply well. We conducted a driving reconnaissance to attempt to
identify water supply wells on or near the site. No water supply wells are present on the subject
property. A few apparent water supply well houses were observed at adjacent properties. Evidence of
water lines (fire hydrants and water meters) was observed along Free Pilgrim Church Road and
Cunningham .Brick Yard Road. We understand that county water is provided to all residences and
businesses in the area.
5. 50-foot Buffer for Streams — As shown on Figure 2, the proposed compost area will be located a
minimum of 50 feet from perennial streams / rivers on the subject site and/or adjacent properties.
5. Location in Accordance with 15A NCAC 2B .0200 — The subject site is located in the Yadkin -Pee
Dee River Basin and in an area with surface waters designated as WS-III.
7. Closed Out Area — No portions of the proposed compost facility will be located over a closed -out
disposal area.
2

Applivation. for Permit to Construct and Operate a Solid Waste Compost Facility Dec 2014ILast Revised Nov 2015
Carolina Compost, Free Pilgrim Church flood Lexington, NC Blue Ridge Geological Services
S. 25-foot Buffer for Swales or Berms — Compost areas will be located a minimum of 25 feet from
&wales or berms to allow adequate access of fire -fighting equipment.
9. Surface Water — A). The site will not cause a discharge of materials or fill materials into waters or
wetlands of the United States that is violation of Section 404 of the Clean Water Act. Figure 2 shows
the location of surface water on the subject site. The compost area is located a significant distance
upgradient of the creeks on the southern and southeastern portions of the site. Figure b is a map
showing the location of wetlands in the vicinity of the subject site. As shown on the figure, there are no
wetlands snapped or identified in the area B). The site will not cause a discharge of pollutants into
waters of North Carolina that are in violation of the requirements of the NCDENR National Pollutant
Discharge Elimination System (NPDES). Q The site will not cause non -point source pollution of
waters of the state that violates assigned water quality standards]
As shown on Figures 1 and 3, the proposed compost area is located near the top of a topographic high or
ridge and located a significant distance from nearby surface water features (two unnamed creeks located
south and southeast). Also, stormwater management at the facility will ensure that any spills or releases
of contaminants will be mitigated before teaching surface waters on the site. Stormwater management
practices that will be used at the site include perimeter berms and/or other physical barriers to prevent
releases of contaminants into surface water, as necessary.
10. Groundwater
a) The site will not contravene groundwater standards as established under 15A NCAC 2L.
bj The area of the site with active composting and curing has a soil texture finer than loamy sand and
the depth to the seasonal high water table will be maintained at least 24 inches.
According to the USDA Web Soil Survey and the Soil Survey of Davidson County dated July 1994,
the site is underlain by soils classified as the Badin channery silt loam, Enon fine sandy loam,
Georgeville silt loam, and the Poindexter — Wynott complex. The documents state that the soils
consist of sandy loam, silt, sandy clay, silty clay, and clay. Weathered bedrock is expected in the
Badin soils at 35 to 43 inches below the ground surface. According to the published information,
the depth to the seasonal high water table in these soil types is greater than six feet below the
ground surface. A copy of the soil map is presented in Figure 7.

Applicadon for Permit to Construct and Operale a Solid Was rc G?mpost Facility Dec 2014ILost Revised Nail 2015
Carolina Compost, Free Pilgrim Church Road, Lexington. NC Blue Midge Geological Services
E. Stormwater Management
Material will be mixed in proper proportions to control water from running out of the compost area.. The
area around and down slope of the compost area will be graded and/or vegetated to prevent liquid
migration out of the compost area. The floor of the mixing pit will be approximately 4 inches of
concrete; if any liquids accumulate in the pit they will be mixed back into the solids in the pit. We will
install surface water diversion ditches around the perimeter of the compost area and a stormwater
retention basin at the intersection of the ditches to manage surface water flow. We contacted Mr.
Matthew Gantt of the Winston-Salem Regional Office (WSRO) of the NCDEQ Division of Energy, Land,
and Mineral Resources (DELMR) Land Quality Section. Mr. Gantt stated that an Erosion Control Permit
and Stormwater Permit for Construction Activities (NCG 010000) are required for the site. An Erosion and
Sedimentation Control Plan is currently in preparation and will be submitted to the WSRO upon receipt of a
permit to construct the compost facility from the DEQ and prior to the start of site clearing and grading
activities.
The site is managed in such a manner as to minimize standing water. Dirt roadways will be maintained
between each waste pile or windrow to allow surface water to flow between the piles. Carolina Compost
will apply for coverage of industrial stormwater discharges under an National Pollutant Discharge
Elimination System (NPDES) Permit. We contacted Mr. Ken Pickle at the NCDENR Division of
Energy, Mineral, and Land Resources; Mr. Pickle stated that stormwater discharges from the site would
either fall under General Permit 24000 or an Individual Permit. Once a permit to construct is issued, an
NPDES permit application will be submitted to the NCDENR. Also, a Stormwater Pollution Prevention
Plan (SWPPP) will be prepared for the subject facility whieh describes site operations and controls to
minimize contaminants from migrating off -site by stormwater flow. The plan will be revised and
updated as necessary.
F. Equipment
Equipment normally used at the site includes the following.
• 906 rubber tire wheel loader
Thermometer - Mannix Model DT8811 WP
• Scale
• Water tank
14

Applica#an for Permit to Construct and Operate a Solid Waste Cotnposr Facilin, Dec 10I4Ami Revised Nov 2015
Carolina Compost, Free Pilgrim Church Road, Lexington, NC Blue Ridge Geological Services
Specifications for the loader are attached. All equipment will be inspected and maintained weekly.
G_ Dust Control
Because some of the products entering the facility are dry when received, dust can result from material
processing. Dust from vehicle movement on dry dirt surfaces and from handling dry processed materials
will be controlled with a water tank and Bose as necessary. Dust controls are implemented as needed to
prevent other than incidental releases of dust beyond property boundaries.
H. Extreme Weather
In the event of extreme weather (e.g_, severe storms, wind, rain, heavy snow and ice, etc.), facility
operations will be discontinued until the weather passes or modified to utilize existing mobile equipment
and auxiliary power. The front end loader will be used to clear on -site roads of snow and debris,
I. Fire Response
T.he facility is located within the jurisdiction of the Holly Grove Volunteer Fire Department. Fire
department personnel stated that they will respond to an incident at the facility with the appropriate
equipment in a timely manner. The windrows will be turned to keep temperatures down and prevent
fires. A water tank will be placed on site and used as necessary to spray across the site to minimize dust
and to control fires.
J. Record Keeping and Reporting
The facility operator and/or their staff will record and maintain site operational records for a minimum of
five years. The records will be maintained in the small building near the entrance. The .records will be
available for inspection by NCDENR personnel during normal business hours. Records will he kept of
the following:
1. Quantity, type, and source of waste received
Z. Quantity and type of waste processed into compost
3. Quantity and type of compost produced at the facility, by product classification;
4. Quantity and type(s) of compost removed for use or disposal from the facility, by product
classification, along with a general description of the market or permitted facility;
5. Operational records - temperature monitoring, etc.
15

Applicalion for Permit to Construct and Operate a Solid Waste Compost Facility Dec 2014ILast Revised Nov 2015
Carolina Compost, Free Pilgrim Church Road, Lexington. NC Blue Ridge Geological Services
b. Analytical results of compost testing.
Each windrow will have its own identification number. Records will be kept of the type and quantity of
all material in each windrow in pounds; yard waste averages approximately 500 pounds per yard
Finished product will be sold. Anticipated end uses are agricultural and landscaping. Records will be
kept at the site regarding wastes received and wastes processed and sold. Records include customer or
vendor name and address, type and weight of material received and sold, and date of transaction. An
annual report for the period July 1 to June 30 will be prepared each year and submitted to the NCDENR
Division of Waste Management by August 1. A copy of the form is included in the Appendix.
The annual report will document the total quantity and types of waste received, including waste received
from local governments, and the quantities of compost produced and sold. It will also document
temperature monitoring results to demonstrate compliance with pathogen destruction criteria. For
reporting of volume -based transactions on a weight basis, process volumes are converted using a factor
of 500 pounds per cubic yard (0.25 tons/cubic yard).
The annual report follows the following general outline:
1. Facility name, address, and permit number;
2. Total quantity, in tons, and type(s) of waste received at the facility, including waste received
from local governments;
3. Total quantity, in tons, and type(s) of waste processed into compost;
4. Total quantity, in tons, and type(s) of compost produced at the facility, by product classification;
5. Total quantity, in tons, and type(s) of compost removed for use or disposal from the facility, by
product classification, along with a general description of the market;
b. Summary of temperature monitoring, by month; and
7_ Results of any analytical tests performed.
Yearly totals of solid waste received and composted will he reported back to the local government of
origin for annual recycling reporting.
16

Application far Permit to Construct and Operate a Solid Waste Compost Facility Dec 20141Last Revised Nov 2015
Carolina Compost, Free Pilgrim Church Road, Lexington, NC Blue Ridge Geological Services
ITEM 7 — FACILITY DESIGN INFORMATION
The facility design is shown on Figure 4 and operational infonnation is presented above. The facility
expects to receive up to a maximum of 30 tons per week of waste materials and/or 120 tons per month. The
facility expects to store up to a maximum of300 tons of compost at any one time.
17

Applicarton fear Permit io Construct and Operate a klid Wavle Campnst Faeilir}*
Carolinu Comnposi, Five Pilgrim Oturch Road, Lexington. NC
ITEM 8 - CERTIFICATION
Dec 20141Last Revised Oct 2015
Q1ae Ridge Geoingu:al &wvicev
DAME OF FACILITY - CAROLINA COMPOST
i certify under penalty of law that this document and all attachments were prepared under my direction or
supervision and that the information provided in this application is true, accurate, and complete to the best
of my knowledge.
k understand that North Carolina General Statute 130A 22 provides for administrative penalties of up to
fifteen thousand dollars (S15,000.00) per day per each violation of the Solid Waste Management Rules. I
further understand that the Solid Waste Management Rules may be revised or amended in the future and
that the facility siting and operations of this solid waste management facility will be rcquired to comply with
all such revisions or amendments.
�a in C" 11 4 0-1 5
Signature Printed Name Date
C
Title
Business or or Organization Name
18

Apphca ion -far Permit to C:nnsrrucr and Uperute u Sulid 6Ynste Compost Fucrlitp Dec ?1114ILosr Revised Od 2413
Carolina Con rptm. Free Pilgrim Church Road, Lexirkglon, NC Blue Ridge Geological Service.Y
CER-nHCAT)ION BY LAND OWNER.
I hereby certify that I have read and understand the application submitted by Carolina Compost, Mr. Jason
Gibson, and Blue: Ridge Geological Services, Inc. for a permit to operate a compost Facility Oil land owned
by the undersigned located at Free Pilgrim Church Road and Cunningham Brick Yard Road; Lexington,
NC, in Davidson. County, and described in Deed Boot: 2149 Pages 399 through 406 and Deed Book 2198
Pages 1608 to 1610.
1 specifically grant permission for the proposed compost facility planned for operation within the confines
of the land. as indicated in the permit application. I understand that any pennit will be issued in the names
of both the operator and the owner of the facility/property. I acknowledge that ownership of land on which
a solid waste management facility is located may subject me to cleanup of said property in the event that the
operator defaults as well as to liability under the federal Comprehensive Environmental Responsibility,
Compensation and Liability Act ("CERCLA"). Without accepting any fault or liability, I recognize that
ownership of land on which a solid waste management facility is located may subject me to claims from
persons who may be harmed in their persons or property caused by the solid waste management facility.
I am informed that the North Carolina General Statute 130A-22 provides for administrative penalties of up
to fifteen thousand dollars ($I5,000.00)per day per each violation of the Solid Waste Management Rules. I
understand that the Solid Waste Management Rules may be revised or amended in the future, and that the
facility siting and operation of the facility will be required to comply with any such revisions or
amendments.
Signav(i Printed Name
Signature
NORTH CAROLINA
Printed Name
Date
Date
_i yk U i tip n County
1, 1H rr-- , Notary Public for said County and State, do hereby -certify that
personally appeared before me this day and
acknowledged the due execution of the foregoing instrument.
f-
0 ttm$ d and official seal, this the day of 20
JANIRA OLIV F,MY
Cflmmissivn Expires
J"agfs,2ats N'ta Public
My commission expires u" 1
IV

FIGURES

APPENDIX

FORMS

! ti
DEWEY GIBSON �`tis•
B. B. 2149 PC ,399 � S'
!� TRACT I
k ti �7n Property Une
�4ca i Rro onK rRE
0
i 1 PPs rr� •
1 S 86'14'42-E
249.47 � SITE
S 82 52' ,
Pt.
F GR�H PIPE `R�C' l.it.fS A- Vi►
HA-1 a4
m z
vt
F
1 _• ,A
1 ,• 5
TER, JR.
7
1DE'W EY GIBSON
! D. B 2149 PG 399
TRACT
F1
Scale: 1 inch = 100 feet
Legend:
Proposed Compost Area
HA-'t
Soil Boring Location
Proposed Compost Area
Surface Water Flow Direction Carolina Compost
Free Pilgrim Church Road
Uxingron,Narth Carolina
RE-F.: Survey map by B&L Surveys, PA dated Oct 10, 2014 Oct 2015 I Figure 3

wit cr
Mr, Fti
+ Water (concrete floor
ank end walls.- tarp)
nd l.nc ke d
., Gate d
e Ru
ECa ❑ der
Trash
Dtsmpster
�S Df fic;e 1 Storage
Building
records ;n~dll equipment] SITE
Wooded
r7
St❑rmwater `.
Retention
Basin
{rip rapt'
Lnead:
Proposed Compost Area
Surface Water Flow Direction
un ading
area y, Wooded
¢'. � crngxcud �p
p+�{i'fi
fy , d,(yvl ` 1 1
rltrrl►11
H C,.O
Sca le: 1 inc h = 100 feet
Site Plan
(will ins Cump05l
frcc Pitgnm Church Road
Lexinaton.North Carolina
Oct 20i5 FLgUM a

1 Tatp r gip°'^.'
te�c Via
c
C n�
U ing ! w
� umping.Ar • teve`��Qt
co�'�
Rantp (doll'n) f
:�1i,�ine_Pit=
Approx GU ft long, 12 feet wide, z feet deep
composed of concrete block wafts and concrete floor) ramps
Seams between blocks will be sealed with concrete and/or epoxy sealer.
The rni_xing grit is designed to prevent leakage and is structural) designed to withstand the
weight and forces of the mixing and unloading equipment.
jk�.
:fit �-
10 '9 wl��`7,s,•,
CarrrPnsl Mixing Pit
Carolina Compost
Free Pilgrim Church Road
txxington. North Carolina
01e( 2015 1 rqure $

Wastes.Receiv-gd
Septage - Min 20 tons/month
Fggdstgcks
Grease Trap Wastes - Min 20 tons per month
Mulch -Min 80 tans per month
Unloading Area 1 Mixing Pit
Equipment -1
Active Composting Area
Equipment -1, 2
Storage 1 Curing Area
Equipment -1, 2
Finished Product Storage Area
Equipment -1
Equipment
1 - 906 Rubber tire wheel loader
2 - Thermometer

FILED DAVIDSON COUNTY, NC DAVID T. RICKARD, REGISTER OF DEEDS 10/13/2015
3:34:37 PM BOOK 2198 PAGE 1608 - 1610 INSTRUMENT 4201SO00021156
Recvrding:$26.00 Excise Tax:$88.00 Deputy: ERECORD
submitted electronicall}� by "Ciirin & whitman, P.A."
in compliance with Mort n Carolina statutes governing recordable documents
and the terms of the submitter agreement with the Davidson county Register of needs.
M►fi]1I40:00;Z87-i hem4 orkfal,7►A9'I�ti: .�11'�Ilia1 f7
Excise Tax: Vtg-00
Parcel ldcnfaiier No. 0502200000029 p/o Verified by Countv on the day of .20
By
Mai]IBox to: 989 Ctmninrrharn Bricl-yard Road, Lexinb on, NC 27292
This instrument was prepared by: Franklin A. Bell
Brief description for the index:
THIS DEED made this iday of October, 2015, by and between
GRANTOR GRA'UTEE
CBC INDUSTRIES, INC., fanzerly known as DEWEY GIRSON
CUNNING'KAM BRICK COMPANY, INC. 989 Cunningham Brickyard Road
PO Box 2063 Lexington, NC 27292
Lexington, NC 27293
Enter in appropriate block for each party: umne, address, and, if appropriate, character of entity, e.g. corporation or partnership.
The designation Grantor and Grantee as used herein shall include said parties, their hens, successors, and assigns, and shall include
singular, p1w-al, masculine, feminine or neuter as required by context.
WIITNESSETH, that the Grantor, for a valuable consideration paid by the Grantees therweipt ofwhieh is hereby admowledged,has
andbythew presents dons grant, bargain, sell and convey unto the Grantee in fee simple, all that cerWn lot orpareel of land situated
in Conrad Bill Township, Davidson County, North Carolina and rnore pwticularly described as follows:
PARCEL 1:
Beginning at a 2" flat iron found on the southern right of way of Cunningham Brickyard Road NCSR
2115, northeast corner to Elizabeth P. Myers' tract desert -bed in Tract 3 of Deed Hook 695, Page 277 in
the Davidson Co"ty Registry; thence with the southern right of way of said road the following four (4)
courses and distances, North 84°20'59" West 10039 feet to a V iron pipe found, thence North
83026103" West 93.78 feet to a 2" irou pipe found laid over, thence North 83°18'58" West 75.42 feet to a
1" iron pipe Found, thence forth S3°28'44" West 117.47 feetto a point (calculated), corner to Tract 3 of
the Survey For Cunningham Brick Company notes[ herein; thence with two (2) lines to said Tract 3,
North 03102'17" East crossing an iron pin set on the northern right of wary of Cunningham Brickyard
Road at 53.84 feet and continuing for a total distance of 1,07733 feet to an iron pica Set; thence South
NC Bar Association Form No. 3 0 1976, Revised Q 1977, 2002
Printed by Agreement with the NC Bair Association - 1981 - Chicago 'Title Insurance Company

RK: 219e PC: 1609
86157'43" East 211.50 feet to an xran pin set, corner to Tract 5 of said surrey; thence with the western
line to Tract 5 South 17°46'37" East 887.23 feet to an iron pin set, the western corner to Tract 9 of said
survey; thence with the southern line to Tract 9, South 54054' 19" East crossing an iron pin set at 169.79
feet and continuing for a total distance of 202.49 feet to a point (calculated) on the centerline of
Cunningham Brickyard Road, southeast corner to Tract 9; thence with centerline of said road the
following six. (6) courses and distances, South 45°09'16" West 57.30 feet to a point (calculated), thence
South 53055'21" West 60.68 feet to a point (calculated), thence South 661,36715" West 60.22 feet to a
point (calculated), thence South 77100'22", West 55.98 feet to a point (calculated), thence South,
84°57'54" West 54.65 feet to a point (calculated), thence North 89°18'07" West 5556 feet to a point
(calculated), thence South 14°15'41" West 29.79 feet to the point of beginning, containing 10.578 acres
more or less and designated as 'Tract 6 of a Survey For Cunningham Brick Company by Michael D.
Green PLS L-3604 and dated June 12, 2014.
The above -described tract is part of that tract described in heed Book 92, Page 393 in the Davidson
County Registry and part of that tract described in Deed Book 209, Page 516 its the Davidson County
Registry.
PARCEL 2:
Beg nn,ing at 1.5" iron pipe found at base of a 24" hickory stump on the western right of way of the cul-
de-sac for Alexandria Lane, southeast corner to Francis L. Huf man's tract described in Deed Book
1867, Page 323 in the Dm idson County Registry and northwest corner to Juan C. Negron's tract
described in Deed Book 1708, Page 477 in the Davidson County Registry; thence with Negron's western
line South 05118'45" West 340.72 feet to a 1" iron pipe found leaning; thence South 86124'10" East
175.22 feet to a #5 rebar found, southwest corner to Ronnie J. Lewis' tract described in Deed Book
1730, Page 509 in the Davidson County Registry, northwest corner to Tract 4 of the survey noted
below; thence with western line to Tract 4, South 0491'31" West 839.56 feet to an iron pin set on the
northern line to Tract 5 of said survey, southwest corner to Tract 4; thence with the northern limes to
Tract 5 and 6 -North 86°57'43" West crossing an iron pin set at 54.57 feet and continuing for a total
distance of 265.07 feet to an iron pin set, northwest corner to Tract 6; thence with the western line to
Tract 6, South 03°02'17" West crossing an iron pin set on the northern right of way of Cunningham
Brickyard Road at 1023.49 feet and continuing for a total distance of 1077.33 feet to a point
(calculated) on the southern right of way of said road, southwest corner to Tract 6; thence with the
southern right of way of said road, North 83°28'44" West 50.09 feet to a point (calculated), southeast
corner to Tract 7 of said survey; thence with the eastern line to Tract 7, North 03°02'17"' East crossing
1.25" iron pipe set (control corner) xt 53.87 feet and continuing fur a total distance of 107429 feet to an
iron pin set, northeast corner to Tract 7; thence with the northern line to Tract 7, North 86°57'43"
West 67.31 feet to an iron pin set, southeast corner to Tract 2 of said survey; thence with the eastern
lines to Tract 2 and Tract 1, North 01131'14" West crossing an iron pin set at 563.92 feet and
continuing for a total distance of 847.20 feet to a 1" iron pipe found, southeast corner to Toe C. Nifong's
tract described in Deed Book558, Page 826 in the Davidson County Registry, northeast cornerto Tract
1 of said survey; thence with Nifong's eastern line North 08°03'56" East 284.75 feet to a 1.5" iron pipe
found at base of 8" rock neat. -cropping, southwest corner to Francis L. Huffman's tract; thence with
Huffman's southern line North 82n8'59" East 290.77 feet to the point of beginning, containing 11.581
acres more or less, and designated as Tract 3 of that Survey For Cunningham Brick Company by
Michael D. Green PLS L-3604 and dated .lone 12, 2014.
NC Bar Association form No. 3 n 1976, Revised @ 1977, 2042
Printed by Agreement with the NC Bar Association - 1981 - Chicago TRje Imurancc Company

BK: 2198 PC: 161
The above -described tract is part of that tract described in Deed Book 209, Page 516 in the Davidson
County Registry.
The above -described property is [ ] is not [ x ] the primary residence of Grantor.
The property hereimbove described was acquired by Grantor by instrument recorded in Book , page
A map showing the above described property is recorded in Book , Page .
TO HAVE AND TO HOLD the aforesaid lot orparcel of land and all privileges and appurtenances thereto belonging to the Grantee
in fee simple.
And the Grantor covenants with the Orautee, that Grantor is seized of the prmnises in fee simple, has the right to convey the same in
fee simple, that title is marketable and free and clear of all encumbrances, and that Grantor will warrant and defend the title against
the lawful claims of all persons whomsoever, other than the following exceptions:
All rights -of -way and easements of record.
2015 ad valorem taxes which are a lien on the above described property and the Grantee herein assumes and agrees to pay_
IN WITNESS WHEREOF, the Grantor has duly executed the foregoing as ofthe day and year first above written_
(.SEAL)
CBC INDUSTRIES, INC. formerly known as
CUNNINGHAM BRXCK COMPANY
13� �
PEAL S. . ING [SEAL]
Title: PRESIDENT
By:
Title:
By:
Title:
(SEAL)
(SEAT,)
NORTH CAROU NA
DAVIDSON COUNTY
1, , a Notary Public of Davndson County, and State ofNorth Carolina, certify that
NEAT. S. C GRAM Personally came before me this day and acknowledged that he is the President of
CBC INDUSTRIES, INC., a corporation, and that he, as President being authorized to do so, executed the
foregoing instrtsrnent on behalf of the corporation.
Wn'NESS my hand and official seal, this the. '*-14y of October, 2015. �a101+e 188",e
My Co is ion expires: t�
17 o - tic _ �9
Prt Name of Notary,:_ -
'a
fy+" SOUNT4
NC Bear As_snciatir►n Form No. i C 1976, Revised @ 1977, 2QD7
]Tinted by A.prccmcrtt with the NC Bar Association —198I - Chicago Title Insurance Company

CONPO5T PILE TEMPERATL"RE TRACKLNG FOR`.{ LONE FORM PER FILET
PzI*IDNambsr -o .z -_ii =« p•a z
Tamparxh}re rexdmS: ideg- Fi
aeee/Tirce ! {
51 1 52 1 53 S[ S3 54 57 SS
ApproYimatoFile Size
! has the 131 daa, indicated whethez
min. P_chio ed7 the pile nw tamed
j U aerated.
59 5iD
Yes No Yes No
NAme and 5iaaatuze
ha:4st ton.-, Tale a reprrunsaa�-e r-un+L t ei tempaahue readvtgs at aachpsiv ou darlr basrs until a oxaumam teatiperatar� of i31 de&roes z: rRorded frr 3 rntsactsbce days

.-.f '� , f 4 ��r� �.i0 T `�o i"� T •`■�ti E l�i�/• ti .1 j.
�llr y l .. j `� �1 crJ �L i`'•. • �y k Sh -
+r.r !/r _T-
'� s:
i t Jr � • �r���.' . -�1�:� ���•� ' �f{L�i �r,r +e • r j d. �4r'.. � i ��. 1-3
. � , �` . !`h • ��
16
Legend;
Surface Water Flow Direction
REF.: USGS Lexington East NC Quadrangle Map
dated 1950, photorevised 1987, from MSR Website
L
iJ�L$�—
r
r. ■
r
Topographic Map
Carolina Compost
Free Pilgrim Church Road
Lexington, North Carolina
Dec 2014 1 Figure 1

ti
l �
� t
1 DEWEY GIBSON �s-
1 D B. 049 PG. 959 1 1k,
�1 TRACT 1 �-
'� 11
•� r, 1
S 8252'47-E 1
3S.fi � 1,
1
v_t 6V t
FpORQN pry
ER, JR-
HA-1.
Le ge nd:
a,
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SITE
IRO1J PEPS
FOUND
S 8fi 14'42"l
- 01,
0) n
a
TRACT LtUrS
15 J�8.zd•
11 �T'�4' -- P * HA-1 HA_3
vnZ
1
4
' DEWEY GIBSON
1, D.B. 2149 PU 399
TRACT 2
1,
Scale: 1 inch = 1 QQ feet
t
Proposed Compost Area
Soil Boring Location
Surface Water Flow Direction
1111AL KIDGE:
c nt c+r.a Al +E RCIC)�. I%,
Proposed Compost Area
Carolina Compost
Free Pilgrim Church Road
Lexineton,North Carolina
REF.: Survey map by B&L Surveys, PA dated Oct 10, 2014 1 11 June 2015 1 Figure 3 1

Wooded
i
r
Mixing Pit
Water (concrete floor
Tank
nd walls: tarp)
unloading
CIravei area
�'r•`
Locked
Gate _�
��
compacted Wooded
soil
��tta Trash
Loader
41
.Ntvi,
Qtimpsier
1 ,1
� ��
CN'fice storage
Building
SITE
; rrWiNdrQws Ir Il
; 1
records, small equipment)
1 1 1 1 ' � r� �;•��
I
Wooded
.1_
7
F
Wooded
PR L lN�`•�,�
.•yt•G
A�.{�•ti5'rpiLiiV�1•.� •ii
E
_ 6
;zs s
Legging;
Proposed Compost Area
tti
100 feet
w
Site Flan
Carolina Compost
I Free PiIgrim Church Road
Lexins ton. Nonh Carolina
June 2015 1 Figure 4

004.6
7 .►
F[�il I K A It .rx 11't
U S. Fish t Wildlife
y r
National Wetlands Inventory
I REF.: US Fish & Wildlife Service
i
Wetlands Map
Carolina Compost
Free Pilgrim Church Road
Lexington North Carolina
Dec 2014 1 Figure 6

Legg nd:
Ba0 - Badin channery silt loam
EnB - Enon fine sandy loam
GeB, Ge0 - Georgeville silt loam
PnE - Poindexter-Wynott complex
Soil Map
Carolina Compost
Free Pilgrim Church Road
Uxington,North Carolina
REF'.: USDA Web Soil Survey
Dec 2014 Figwe 7

s yp PIWI21M ACRES � a � �i I I �- • �^ �— � rNnrnK• +� I.
P.B. •} FC. 96 I — — '. 4 ' 1 l Dr nwnavk. -u, wr.�.wd er. e44 m Crawn from :.fw,m,Am
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- - -- __ _ _ ....,+ " rc%� . w N. V.,%1 4+ a r - a, ,,;, iDmOv
1 I I I Han cam (_, Nar U. ,cow
TN. 1001 4W of ... 2D 14 _
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V1GNI I7AAP
ran To scacl �.e \ JANIE M HI7IL3
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' D.B. TRACI' r 38H G
�m ___—______
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ari'
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Free Pilgrim Church Road
Lexington, Aanh Camlinra
December 2014
TABLE 1
PIE2©METER INFORMATION AND GROUNDWATER DATA
Piezometer No.
Total
Depth
(ft btoc)
Date
Water Level
Measured
Depth to Water
(ft btoc)
Stickup
(ft, TDC to GS)
Depth to
Water
(ft, bgs)
HA-1
3.78
11/7/2014
Dry
-0.30
>4.08
11/11/2014
Dry
>4.08
12/8/2014
3.75
4.05
HA-2
5.00
11/7/2014
Dry
0.40
>4.6
11/11/2014
Dry
74.6
12/812014
Dry
>4.6
HA-3
4.91
11/7/2014
Dry
1.00
>3.91
11/11/2014
Dry
>3.91
1218/2014
3.78
2.78
HA-4
4.90
11/7/2014
Dry
0.70
>4.2
11/11/2014
Dry
>4.2
121812014
Dry
>4.2
Notes:
ft htoc = feet below the tap of the well casing
ft bgs = feet below the ground surface

North Carolina Department of Environmental Quality
Division of Waste Management
Solid Waste Section
NORTH CARO LINA
Env4rmme WJi2uaMY
2-23-2021
COMPOST FACILITY
TYPES 2, 3, AND 4
PERMIT APPLICATION GUIDANCE
The N.C. Compost Rules are located in 15A NCAC 13B .1400 et seq., and can be viewed online on our
compost webpage: htt : Ldect,nc. ov about/divisionslwaste-manaementlsolid-waste-
section1compostina. Other Solid Waste Section Rules and related General Statutes are also linked on
the website, under Solid Waste Section/Rules.
The completion of an application is required for the permitting or approval of all compost facilities,
with a few exceptions. Permits are not required for backyard composting, certain farming
operations, and certain small compost operations (see Rule .1402 (f) and (g)).
If the majority (more than 50%) of the material to be composted, not including bulking material, is
animal manure or wastewater treatment sludge, the permitting process is regulated through the
Division of Water Resources (DWR), instead of the Solid Waste Section. Contact the Solid Waste
Section for more information.
For compost facilities that require a permit, there are three types of permit actions;
A "new permit" means an application for a permit for a facility that has not been previously
permitted by the Department. A significant expansion, change in the facility type, or change in
the boundaries of a permitted facility may be considered a new permit.
A "permit amendment" means (1) an application for the ten-year renewal of a permit for a
permitted facility, or (2) an application that proposes a change in ownership or corporate
structure of a permitted facility.
A "permit modification" means an application for a change to the plans approved in a permit for a
compost facility or the addition of new feedstock materials.
One paper copy and one electronic (pdf) copy of the application report should be submitted. The
electronic copy can be sent by email, on a CD, or by online file share. The drawings must be included
in the electronic copy. Applications should be sent or brought to the following address:
By Mail or Delivery Service:
NC DEQ, Division of Waste Management
Solid Waste Section
1646 Mail Service Center
Raleigh, NC 27699-1646
In Person:
NC ❑EQ, Division of Waste Management
Solid Waste Section
217 West Jones St.
Raleigh, NC 27603
An annual fee of $500 is required for large compost facilities, not for small facilities (see Rule .1402
(e)(6) and (7) for definition). An application for a new permit for a large facility is $50.
This guidance is not a substitute for the applicant reviewing and understa Wing the applicable Narth GaroIina Statutes
and Administrative Code.

For a new permit application or permit amendment/renewal application, a compliance history review
will be required of the owner and operator of the facility, in accordance with State statutes. After the
apptication is submitted, the owner and operator will be sent a letter requesting compliance history
information, and parent, subsidiary, or other affiliate information, which is required in order to
complete the application.
Questions regarding an application should be directed to the Solid Waste Section, Phone 919-707-
8200.
Please note that new compost operator training requirements became effective on November 1,
2019, for Large Type 2 and all Type 3 and Type 4 facilities. Compost facilities that were permitted
before that date are required to meet the operator training requirement by no later than November
1, 2022. Operators of new sites permitted after November 1, 2019, are required to meet the rule
within 18 months of permit issuance. See Rule .1405 19 for more information.
An application for a newpermit must address all Sections as listed below.
An application fora permit amendment(permit renewal must address Sections 1, 3 (updated as
necessary), 4, 5, 6, 7, and other Sections as applicable (including drawings), in which any information
contained in the original permit application is incomplete or has changed. A copy of the Site Plan
drawing should be included with the application.
An application for a permit modification must address Sections 1, 3, 4, 5, 6, 7, and other Sections as
applicable (including drawings), in which any information contained in the original permit application
has or will change due to the proposed modification.
Applications for a Large Type 3, Small Type 4, or Large Type 4 facility, or a facility proposed to be
located over a closed -out disposal area, must be prepared and signed sealed by a N.C. registered
professional engineer.
For facilities not enclosed in a building, surface water run-off from the site will most likely require a
stormwater and/or wastewater permit. it is important to contact the Division of Energy, Mineral, and
Land Resources (DEMLR), early in the permitting process to determine if a permit is required, and to
begin the stormwater/wastewater permitting process. You may contact Bethany Georgoulias at 919-
807-6372 or bethany.georgoulias_@ilcdenr,gov or Rick Riddle at 919-807-6375 or
rick. riddle2ncdenr.gav for permitting information.
Compost Facility Application Report Format and Contents
Cover letter, which states desired Department action (including whether the request is for a new
permit, permit amendment, or permit modification)
Title page, signed and sealed by a professional engineer, if applicable
Table of Contents
Section 1— General Information - Provide a narrative discussion, including the following:
1. The name of the facility or proposed facility. Street address of the facility. include the facility
type: large or small, and Type 2, 3, or 4.
2. Name, address, telephone number, and email address of the applicant/owner and contact
person.

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

11. Address compliance with the soil texture requirements or pad requirements of Rule .1404
(a)j10){B) through (D). For outdoor facilities, provide a soil evaluation of the site conducted by
a soil scientist down to a depth of four feet, or to bedrock or evidence of a seasonal high
water table, to evaluate all chemical and physical soil properties and depth of the seasonal
high water table. Include the report in an appendix, and reference the report in the text of
the Section.
Section 3 - Design Plan — Provide a narrative discussion, broken into appropriate sections, that
includes the following items:
1. List the types of feedstocks, residuals, bulking materials, and amendments to be accepted (for
example, yard waste, land clearing debris, pre -consumer food waste, past -consumer food
waste, grease trap waste, agricultural waste, etc.). For each material, provide a description,
list the sources, and indicate whether it will be accepted From the general public. Analytical
data will be required for materials that could contain metals or other contaminants, such as
commercial or industrial fey -products. For Type 4 wastewater treatment plant
sludge/biosolids, provide analytical analysis of total metals by SW-845 methods, for arsenic,
cadmium, copper, lead, mercury, molybdenum, nickel, selenium, and zinc, for each waste
source.
Provide an estimate of the total amount of materials to be received at the facility per day,
week, or month, in tons or cubic yards. Provide an approximate amount for each type of
feedstock to he received, per day, week, or month. Describe any seasonal variation for any of
the materials.
3. Provide the design capacity of the facility, best estimate. The site capacity is the incoming
volume, or throughput, per year, and is based on the compost method, duration of the
process, and the size of the facility. Show calculations for Large Type 3 and 4 facilities. This is
For information purposes only, not to be used as a limit.
4. Provide a description and sizing of the storage areas or containers for feedstocks,
amendment, recyclables, finished compost, and waste.
5. Describe and provide compost recipes.
a. For Type 2 operations, describe plan for balancing the carbon and nitrogen ratio
("browns" and "greens")
b. For Type 3 and Type 4 operations, provide carbon to nitrogen ratio (C:N) testing and
calculations. There are compost recipe calculators online that can assist with this,
balancing density, moisture, and C:N ratio.
f. Describe methods used for measuring, shredding, mixing, and proportioning feedstock
materials, to insure the proper ratios are met.
7. Provide a process flow diagram of the entire operation, including the type, size, and location
of all major equipment, and feedstock flow streams. The flow streams should indicate the
quantity of materials by weight and volume. Also include plans and specifications for the
facility, including manufacturer's performance data for all equipment selected.
8. Provide the anticipated process duration for each stage of the process, including receiving,
preparation, composting, curing, and distribution.
9. Describe the compost method (windrow, static aerated pile, in -vessel, etc.), and method for
time and temperature monitoring.

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

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

a. The pathogens sample should be collected as a composite sample from finished
compost onsite on the same day it is to be taken to the lab for analysis. The sample
should be processed within the hold time required by the tab testing procedure, and
this is usually 24 hours.
b. The sample that is collected for metals analysis is to be collected and composited over
a six-month period (or every 20,000 tons produced) from each batch of compost. See
Rule .1407(b)(4) for procedure.
22. Describe distribution and ultimate use of the finished compost. if agriculture nutrient claims
are to be made for the compost, for fertilizer or soil additive, the owner is required to meet
the requirements of the NC Department of Agriculture and Consumer Services, Plant Industry
Division.
23. Describe method for removal from the site, and a contingency plan for disposal or alternative
usage of residues or finished compost that cannot be used in the expected manner due to
poor quality or change in market conditions.
24. Describe recordkeeping and annual reporting in accordance with Rule .1406 (1)(b), Rule .1405
(19)(c), and Rule .1408. Provide a copy of the temperature log forms and other recordkeeping
forms.
25. Describe operational activities for surface water and process water control features (for
example, drain covers, pipes, ponds, tanks). For onsite tanks, frequency of pumping and
removal,
26. Provide documentation that the local fire protection agency has been notified of the site use
as a compost facility.
27, Plan for fire prevention and actions to be taken in the event of an accidental fire. Describe
equipment provided to control accidental fires. It should be stated that any fire will be
reported to the Solid Waste Section within 24 hours, followed by a written notification of the
details of the fire within 15 days of the incident.
28. Pian for maintaining facility property in a sanitary condition and actions to be taken to
minimize noise, vectors, litter, dust, and other airborne particulates. It should be stated that
at the end of each operating day, the unloading area will be clear and all feedstocks will be
processed/mixed or properly stored. Describe procedures to prevent blowing litter and dust
from leaving the compost area and from leaving the property.
29. Contingency plans for wind, heavy rain, snow, freezing weather and other extreme weather
events, air pollution, equipment breakdown, spills, unusual traffic patterns, long-term power
outages, cracks in concrete pads, etc.
30. Site safety procedures concerning onsite equipment (especially grinders), safety during
unloading and loading of materials, and safety to address other possible site hazards to
workers or the public.
31. Describe closure of the site when the site ceases operation, in accordance with Rule .1410.
Section 5 - Odor Control Plan
This section should describe site specific conditions, designed to minimize odors at the property
boundary by means such as expanded buffers, consideration of topography and wind patterns, or
process layout design. The plan should include the following:

1. Identification of all onsite potential odor sources on a map or diagram (examples, unloading
area, mixing area, active compost windrows, etc.).
2. Description of onsite weather conditions that may affect odor migration, such as prevailing
wind direction, topography, and seasonal variations.
3. Plan to monitor onsite odor and record odor data for the odor sources with the potential to
migrate offsite. Data shall include date, time, site specific conditions, weather conditions,
wind direction, and characteristics and intensity of odor.
4. Description of the facility's odor complaint protocol, including forms used, odor verification by
operator both onsite and offsite, what the response will be, and who will be contacted.
5. Description of complaint record keeping.
6. Description of odor control design and operating best management practices to be used
onsite, including:
a. Personnel training;
b. Feedstock characteristics;
c. The initial mixing of feedstocks to reach targeted carbon to nitrogen (C:N) ratios and
moisture levels;
d. Procedure for handling incoming odorous feedstocks, to include prompt mixing of the
waste with carbon material;
e. Maintenance of compost piles for moisture;
f. Aeration methods, frequency, and protocol;
g. Leachate and liquids management;
h. Weather monitoring and protocol;
i. Management of airborne emissions; and
j. Windrow covering, such as the application of 3 to 6 inches of finished compost cover
over piles.
7. For indoor facilities, describe the design and operation of biofilters, if applicable, and
procedures for equipment breakdown_
Section 6— Financial Assurance
Financial assurance is required for certain facilities, effective July 1, 2020.
It is not required for:
• Sites owned/operated by local governments,
• Sites owned/operated by federal or state entities,
• Small Type 3 facilities
It is required for Large Type 3 and all Type 4 facilities, which do not meet the exemptions listed
above.
The application will need to include a cost estimate for a third party to remove and dispose of the
maximum amount of waste to be stored onsite. The maximum amount for the calculation would be
the active compost volume, not curing or final product. Provide an itemized cost, to include the
maximum amount onsite, removal and transportation cost, and disposal cost. Disposal would be a
landfill or another compost site that would be able to take the waste. A financial assurance
mechanism will need to be established. See Rules _1801(a), .1802 [a](1), .1805, and .1806 for more
information.

Section 7 — Signature Pages
Place signature page(s) at the end of the application text, before the appendices.
1. Applicant signature page (see attached).
2. If the landowner of the property is not the applicant, the attached certification form by the
land owner is required.
Sections 8 — Stormwater Discharge and Sedimentation and Erosion Control Plan
For new facilities or existing facilities with proposed construction modifications, provide:
A copy of the sedimentation and erosion control plan/stormwater discharge and permit as
required by local governments and/or NC DEMLR. Calculation pages are not necessary.
A copy of the DEMLR stormwater/process discharge application and permit. Calculation pages
are not necessary.
Section 9 —Drawi
Provide drawings for a new facility or an existing facility with proposed modifications that would
change the previously submitted drawing(s). For Large Type 3, and all Type 4 facilities, engineering
drawings should be prepared and sealed by a NC professlonal engineer. Drawings should be drawn to
scale and include:
An aerial photograph, where one inch is less than or equal to 400 feet, accurately showing the
area within one-fourth mile of the proposed site's boundaries. It may be included in the Siting
Requirements Section, if it can be appropriately sized 11x17. The following should be drawn
onto the map:
a. Boundaries of entire property owned or leased by the person proposing the facility;
b. Locations of all homes, wells, industrial buildings, public or private utilities, roads,
streams, water bodies, intermittent streams/ditches, and other applicable information
regarding the general topography within 500 feet of the facility.
Site plan drawing(s) where one inch is less than or equal to 100 feet that delineates the
following:
a. Existing and proposed contours, at intervals appropriate to the topography.
b. Setbacks from the operations area to property lines, residences, wells, and perennial
streams/rivers and water bodies. The operations area Includes unloading, mixing,
feedstock storage, composting, grinding/processing, and curing areas.
c. Access roads, existing and proposed, and gates/fences or other access control
features.
d. Streams, water bodies, fioodplains and wetlands located on the property.
e. Existing and proposed location and elevations of berms, ditches, basins, and other
water control features for the diversion and management of surface water and process
water, and sedimentation and erosion control.
f. Labeled areas for unloading, mixing, processing, composting, curing, material storage,
and Final product storage. Illustrate the location of all piles and windrows ansite,
including feedstocks, active compost, curing, finished compost, and amendments.

W
Drawings should show that all sides of storage areas for flammable feedstocks and
compost will be clear and drivable, to provide vehicular access in the event of a fire.
g. Labeled ground cover (gravel, soil pad, concrete, asphalt, etc.).
h. Utilities and structures/buildings, existing and proposed.
i. Other physical characteristics of the site, as applicable.
3. If applicable, detail drawings of the following:
a. Compost bins, bays, or vessels.
b. For indoor operations, plan and profile drawings of the buildings, with areas and
features labeled. !Vote whether walls or roof are open or partially open.
c. Other site specific features of the compost operation.

Signature page ofapplicant—
Name of facility
I certify under penalty of law that this document and all attachments were prepared under my
direction or supervision and that the information provided in this application is true, accurate, and
complete to the best of my knowledge.
i understand that North Carolina General Statute 130A-22 provides for administrative penalties of up
to fifteen thousand dollars ($15,000.00) per day per each violation of the Solid Waste Management
Rules. 1 further understand that the Solid Waste Management Rules may be revised or amended in
the future and that the facility siting and operations of this solid waste management facility will be
required to comply with all such revisions or amendments.
Signature Print Name Date
Title
Business or organization name

Certification by Land Owner Iif different from Applicant):
I hereby certify that I have read and understand the application submitted by
for a permit to operate a compost facility on land owned by the
undersigned located at (address)
, NC, in
Page(s)
; (city)
County, and described in peed Book and
I specifically grant permission for the proposed compost facility planned for operation within the
confines of the land, as indicated in the permit application. I understand that any permit will be
issued in the names of both the operator and the owner of the facility/property. I acknowledge that
ownership of land on which a solid waste management facility is located may subject me to cleanup
of said property in the event that the operator defaults as well as to liability under the federal
Comprehensive Environmental Responsibility, Compensation and Liability Act ("CERCLA"). Without
accepting any fault or liability, I recognize that ownership of land on which a solid waste management
facility is located may subject me to claims from persons who may be harmed in their persons or
property caused by the solid waste management facility.
I am informed that North Carolina General Statute 130A-22 provides for administrative penalties of
up to fifteen thousand dot Iars ($15,000) per day per each violation of the Solid Waste Management
Rules. I understand that the Solid Waste Management Rules may be revised or amended in the
future, and that the siting and operation of the facility will be required to comply with any such
revisions or amendments.
Signature
Print name
NORTH CAROLINA
Date
County
Notary Public for said County and State, do hereby certify that
personally appeared before me this day and acknowledged the due
execution of the foregoing instrument.
Witness my hand and official seal, this the
(Official Seal)
day of
Notary Public
My commission expires