WQ0002857_Application_20211105

DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
NON -DISCHARGE SYSTEM RENEWAL
FORM. NDSR 01-20
This form is for renewal without modification for all non -discharge system permits, exce Residuals Management and Single -
Family Residence Wastewater Irrigation System permits.
For more information, visit the Water Quality Permitting Section's Alan -Discharge Branch Website.
I. PERMITTEE INFORMATION:
1. Permittee: Chapel Road Properties. LLC
2. Signature authority's name: Ms. Donna Moore per 15A NCAC 02T .0106(b)Title: President
Primary Telephone number: [phone] Select Secondary number: (ZO4) fi19-3738 Select
Email Address: dmoore iedmonteustonmeats.com
3. Permittee's mailing address: 430 NC Highway 49 South
City: Asheboro State: NC Zip: 27205-
4. Billing address (if different from above):
City: State: Zip:
5. Contact person's name (if different from signature authority): Larry C..Moore Title: CFO
Primary Telephone number: 3( 36} 628-4449 Select Secondary number: [phone] Select
Email Address: [e-mail]
II. PERMIT INFORMATION:
i . Existing permit number: WQ0002 57
2. Has the facility been constructed? ® Yes or ❑ No
If yes, has the facility been constructed in accordance with the permit and the Division -approved plans and specifications?
[15A NCAC 02T .0110® Yes or ❑ No
If no, a formal permit modification request shall be submitted to the Division.
3. Has any of the property ownership within the facility and/or disposal area changed from what is indicated in the current permit
(Attachment B — disposal field owner/lessee)? ❑ Yes or ® No
Has the Permitiee had a name change or has the permit changed ownership? ❑ Yes or ® No
If yes to either, a permit modification request shall be submitted to the Division. rl5ANCACO2T.0105
4. Is this facility a Privately -awned Public Utility? ❑ Yes or ® No
If yes, provide two copies of the Certificate of Public Convenience and Necessity from the North Carolina Utilities Commission
demonstrating the Applicant is authorized to hold the utility franchise. [ 15A NCAC 02T .0l 15(a)(1),1
5. Is the Pennittee a Home/Property Owners' Associations or Developers of lots to be sold? ❑ Yes or ® No
If yes, provide the following:
• For Home/Property Owners' Associations — Operational Agreement FORM: H A and a copy of the proposed or
approved Articles of Incorporation, Declarations, and By-laws [ i 5A NCAC 02T .0115(c)l
• For Developers of lots to be sold —Operational Agreement (FORM: DEV) 1 A NCAC 02T .0 l 15
FORM: NDSR 01-20 Page 1 of 5

State of North Carolina
k I I
1171 L
Division of Water Resources
6. Does the facility treat and dispose of industrial wastewater?
If yes, complete items below. If no, skip to the next section.
Indicate the approximate percentage of wastewater makeup:
Industrial:100% Domestic: % Stormwater:
Department of Environmental Quality
Division of Water Resources
NON -DISCHARGE SYSTEM RENEWAL
FORM: NDSR 01-20
For all industrial wastewater sources (excluding those permitted under a pretreatment permit), provide a detailed industrial
process description including:
• An overview of the manufacturing process
• An inventory of all materials used for manufacture, including chemicals and biological matter
■ An overview of cleaning and treatment methodology, including an inventory of treatment materials and compounds
Has the nature of wastes (e.g., change in industrial processes, introduction of new materials or chemicals, etc.) described in the
approved permit application(s) changed? ❑ Yes or ® No
If yes, a permit modification request shall be submitted to the Division. [G.S. 141-215.1(d )J
III. SITE MAP:
1. Provide an updated site map in accordance with 15A NCAC 02T .0105[dl that shows the following (if applicable):
The site map is not required to be signed or sealed by a Professional Engineer. However, the map must indicate the source of
information. For example, parcel lines taken from a county G1S map should reference the GIS website.
® Legend, north arrow, and scale
® Topographic contours on all disposal sites
® Soil mapping units on all disposal sites
® All facility -related structures and fences within the treatment, storage, and disposal areas
® All habitable residences and places of assembly within 500 feet of all treatment, storage, and irrigations sites
® Location of all wells, streams (ephemeral, intermittent, and perennial), springs, lakes, ponds, ditches, and other surface
drainage features within 500 feet of all waste treatment, storage, and disposal site(s)
® Latitude and longitude coordinates of all monitoring wells (decimal degrees to 6 digits)
® Location and identification of major components of the waste disposal system
® The wetted perimeter of all irrigation fields with field names (named according to the approved permit)
® Location and ownership of property boundaries within 500 feet of the disposal area (including road/rail right-of-ways)
® The delineation of compliance and review boundaries
® Distance measurements verifying all setbacks are being met
® Stormwater drainage controls
® 100-year floodplain
❑ For reclaimed water generation permits, provide a separate map showing all distribution lines and utilization permit
locations that are connected to the water generation facility and are permitted by the Non -Discharge Branch (excludes
Local Program permitted facilities). Include all reclaimed water distribution line and reclaimed water utilization permit
numbers.
FORM: NDSR 01-20 Page 2 of 5

L"I
Division of Water Resources
IV. GROUNDWATER MONITORING WELLS
State of North Carolina
Department of Environmental Quality
Division of Water Resources
NUN -DISCHARGE SYSTEM RENEWAL
FORM: NDSR 01-20
1. Does the facility have a proposed or existing groundwater monitoring well network? ® Yes or ❑ No
If no, skip to next section.
If yes, complete the following table (NOTE — This table may be expanded for additional wells);
Well Name
Status
latitude &
Longitude a
Gradient _F
Location
MW-1
Select Active
36,2544810
-79.520007
Select Lip Gradient
Select On compliance
boundary
MW-4
Select Active
36.252881"
-79.521350'
Select Downgradienf
Select Inside
compliance boundar
MW-5
Select Active
3b.253153"
79.520385'
Select Downg
Select Insideradient
baundar
Selec
-
Select
-compliance
Select
Select
-
Select
Select
Select
°
- °
Select
Select
Select
°
-
Select
Select
Select
-
Select
Select
Select
-0
Select
Select
Select
- °
Select
Seleet
a. Coordinates must be in NAD83 and have 6 decimal degrees
V. SETBACK WAIVERS, EASEMENTS, AND LEASES:
1. Does the permit have any setback waivers, easements, or leases? ❑ Yes or ® No
If yes, provide copies of all documents and complete the table below:
Document
T
Grantor or
Parcel No.
Grantee
Expiration
Date
County
Registered
Deed
Book
Deed Page
Document
Description "
Select
Select
Select
Select
Select
Select
elect
a. The document description shall list any reduced setbacks with distance, etc.
2. For reclaimed water utilization permits:
Is reclaimed water utilized on property not controlled by the generator? ❑ Yes or ® No
A lease, easement, or agreement must be provided al lowing for the utilization of reclaimed water on the property or within the
facility. For irrigation of reclaimed water, an easement is required per 15A NCAC 02U .950]_(_6_) All documents shall be listed
in the table above.
FORM: NDSR 01-20 Page 3 of 5

LlELI
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Division of Water Resources
VI. RELATED PERMITS
State of North Carolina
Department of Environmental Quality
Division of Water Resources
NON -DISCHARGE SYSTEM RENEWAL
FORM: NDSR 01-20
1. If this permit has interactions with other wastewater permits (collection systems, NPDES, etc.), complete the table below
(provide additional pages if necessary):
Permit Permit No. Description
2. Does the facility have an approved flow reduction 15A NCAC 02T .0114 ? ❑ Yes or ®No
If yes, attach the measured monthly average amount of wastewater flow contributed per unit for the 12 months prior to permit
renewal. If any of these monthly averages are within 20%of the approved value, the Permittee shall provide a reevaluation of
the reduced flow value using the methodology applied to the original flow reduction application. Also, attach a copy of the
flow reduction approval letter.
APPLICANT'S CERTIFICATION 15A NCAC 02T .0106Lb
4-attest that this renewal application has been reviewed by me, and is accurate and complete to the best of my
knowledge. I understand that any unauthorized discharge of wastewater from this non -discharge system to surface waters or the land
may result in an enforcement action that may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim
against the Division of Water Resources should a condition of this permit be violated. I also understand that if all required parts of this
application are not completed, this application may be returned to me as incomplete. I further certify that the Applicant or any parent,
subsidiary, or other affiliate of the Applicant has not been convicted of an environmental crime, has not abandoned a wastewater facility
without proper closure, does not have an outstanding civil penalty where all appeals have been exhausted or abandoned, are compliant
with any active compliance schedule, and does not have any overdue annual fees.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613 any person who knowingly makes any false statement,
representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to
exceed $10,000 as well as civil penalties up to $25,000 per violation. The Applicant's Certification shall be signed in accordance with
15A NCAC 02T .0106(b). Per 15A NCAC 02T .0106(c), an alternate person maybe designated as the signing official if a delegation
letter is provi from a person who meets the criteria in 15A NCAC 02T .0106[b]
Signature/ Date: f
THE COMPLETED APPLICATION AND SUPPORTING DOCUMENTATION SHALL BE SUBMITTED TO:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
WATER QUALITY PERMITTING SECTION
NON -DISCHARGE BRANCH
By U.S. Postal Service: By Courier: By Ernail:
Non -Discharge Branch Non -Discharge Branch — Archdale 942W Non -Discharge -Reports amnedenr.go�
1617 Mail Service Center 512 N. Salisbury St.
Raleigh, NC 27699-1617 Raleigh, NC 27604
TELEPHONE NUMBER: [phone]
FORM: NDSR 01-20 Page 4 of 5

Summary of Additional Information
Upgradient Well
An existing upgradient well (MW-1) is located on the northern portion of the property, directly across Kerrs
Chapel Road from a landscaping nursery. Elevated nitrates in groundwater samples collected from
monitoring well MW-1 are likely being compounded by the off -site activities. Progress considers it
imperative that the monitoring well MW-1 remain as the upgradient groundwater monitoring well as
nitrates are presumably migrating onto the site and may affect future sample results within the spray field
monitoring wells. It is Progress' opinion that the data collected from monitoring well MW-1 accurately
reflects a baseline for groundwater data on the northern portion of the site.
Bar screen and grease trap area
In the bar screen and grease trap area, it has been contemplated pouring a concrete pad or laying gravel.
The best option would be to lay gravel in this area but this is appears to be cosmetic in nature and does not
perform any real purpose. It is proposed that additional effort is not expended in this area but rather be more
diligent ensuring that there is not ongoing spillage from this area into the grass. Recent efforts to maintain
this area have been successful.
Pumphouse
A sump pump has been purchased and has been delivered to the site. Piedmont Custom Meats is waiting
for plumbers to install. The plumber has been selected and is scheduled to install the sump pump by the
end of November 2021.
Distribution boxes
Proposed repairs to the distribution boxes are scheduled to completed once Duke Energy sets the power for
the installation of a new standby generator and disconnects existing switches. Estimated time for
completion cannot be provided since the schedule is dependent on Duke Energy.
Spray fields
Piedmont Custom Meats has contracted with a plumbing contractor to replace cracked pipes and risers, and
spray heads. Items to be addressed by the plumber have been flagged in the field. It is our understanding
that the plumber will be on -site in approximately two to four weeks to make these repairs.
Tannery
The tannery is referred to as the hide house. In the hide house hides from cows only are taken to the building
which is constructed with a concrete pad that has a drain. The waste from this process is moisture from the
hides that drains out of a pipe in the side of the building. The hides are salted down with fine granular salt.
The moisture from the hides and the salt has impacted a small area of grass outside of the building. The
same process has been down at this location for 40+ years without any issues. There is no plan to alter this
process.
Lagoons
Previously, Summey Engineering completed an assessment of the dam of both lagoons. It was noted that
several holes into the dams were present. It was presumed that the holes were created by wildlife and not

evidence of dam failure. An inquiry was made into a firm that completes geophysical studies into the use
of ground penetrating radar to determine the nature and extent of the holes. ECS stated that using ground
penetrating radar for this purpose would not be feasible due to the size of the holes. Therefore, it was
recommended that the existing holes be repaired by a certified contractor to prevent any further damage
and to prevent the dam from becoming unstable. At the time of Summey Engineering's visit "everything
looked stable but had the potential for having issues in the near future." Summey Engineering stated that
"This is not an emergency repair but should be performed to prevent and emergency repair being needed
and leakage in the future." Piedmont Custom Meats has engaged a contractor to fill the holes with imported
fill dirt and pack down the holes. Efforts have been made to control the wildlife in the area to minimize
future impacts to the dam. No additional reports have been issued by Summey Engineering.

Figure 1
Topographic Site Map
Piedmont Custom Meats
9683 Kerrs Chapel Road
Gibsonville, Caswell County, North Carolina
7
tiF-
P.O. Box 5884
Winston-Salem, NC 27113
Telephone: [phone]
Fax: [phone]
u•tis�r_�_�rn�essemrronn�errlal. cp111
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ENVIRONMENTAL
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CHERRY
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Williamsburg, N.C.
Date: 2016
United States Department of the Interior
United States Geological Survey
7.5 Minute Series Topographic Map
Contour Interval: 10 feet
Approximate Scale: 1:24,000
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Site r----�--
Project: Piedmont Custom
Client: Piedmont Custom
Progress Job #: 1021127,001
Date- November 2021

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Soil Map —Caswell County, North Carolina
Map Unit Legend
Map Unit Symbol Map Unit Flame Acres in A01 Percent of AOI
Figure 3 Soil Map
CuB2
Cullen clay loam, 2 to 6
9.9 44.5°%
percent slopes, moderately
eroded
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3.9 17.5%
6 percent slopes
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8.4 38.0°%
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Totals for Area of Interest
22.1 100.0% l
usDA Natural Resources Web Soil Survey 10/2712021
WO Conservation Service National Cooperative Soil Survey Page 3 of 3

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Pace Analytical Laboratories
Operational Procedures for:
Piedmont Custom Meats
(Spray Irrigation Facility)
Weekly:
— Check the freeboard level at irrigation lagoon by observing staff gauge. Levels are clearly
marked. Freeboard limit is 2.0 feet. If lagoon levels approach 2.0 ft irrigation is needed.
Check chemical storage tank used to chlorinate the effluent during irrigation. There should
always be hypochlorite in the tank. If you need to add chemicals, the tank is mixed with
a 12.5% hypochlorite solution at a ratio of 1 gallon hypochlorite 120 gallons water.
Fill out the NDMR sheets on the clipboard located in the pumphouse with date and time of
visit, amount of time spent on -site, weather conditions, freeboard level and whether or not
any spraying activity took place that day.
— Fill out logbook.
— Inspect lagoon embankments for overgrown vegetation. Notify Jerry of any problems.
— Inspect influent weir pit and barscreen area for excessive accumulations. Notify Jerry of
any problems.
— To begin spraying, open the main valve in the pumphouse to feed the irrigation pump. Then
open the valve(s) to the fields you wish to irrigate on. One valve controls flow to field #4,
and one valve controls flow to fields #1,2,3. All valves are clearly marked. Once the valves
are open, start the irrigation pump by flipping the pump breaker on the control panel to the
"On" position. Plug in the chemical feed pump to the outlet box above the chemical feed
tank to chlorinate the effluent flow. After several minutes, check all spray heads and risers
for any issues or malfunctions. Notify Jerry of any issues with spray heads or risers.
To terminate the irrigation process, cut the irrigation pump breaker to the "Off' position.
Unplug the chemical feed pump, and close ALL valves in the pumphouse.
3x Year: (March/July/October)
— Perform groundwater monitoring at 3 monitoring wells + effluent.
-- Monitoring wells must be sampled for: Cl-, TDS, TOC, NH3N, F.coli, NO3, SO4,
Conductivity. VOC samples for all wells must be collected in October only.
- Effluent Sampling Parameters are: BOD, TSS, NH3N, F.coii, TKN, TRC, NO3-N, TDS, Cl-
Yearly:
Complete soil sampling for each irrigation field. One sample for every field.
— Sampling Parameters are: Acidity, Mn, K, Ca, Na, Cu, Mg, P, Zn, CEC, Base Saturation by
calculation, Exchangeable Na%, %Humic Matter.

Pace Analytical Laboratories
Operational Procedures for:
Piedmont Custom Meats
(Spray Irrigation Facility)
Overflow /Line Break Response
9 In the event of a process overflow or lime break, immediately shut of irrigation
equipment (if applicable) and determine if the cause can be repaired.
• If the event cannot be immediately repaired, please contact Larry Moore with
Piedmont Custom Meats at 704.619.3738. He will arrange for emergency repairs.
• Notify the Division of Water Resources - Winston Salem Regional office @ 336.776.9800 and
report aline break or overflow. If no answer, please contact the Division of Emergency
Management @ 800.858.0368 or 919.733.3300 to report the overflow.
Initial reporting MUST be made to a person at the numbers above, and MUST be made no later
than 24 hours after the overflow is noticed if the overflow involves more than 1000 gallons to the
ground, or if the overflow reaches surface water (creek, pond, river, etc. ).
If the overflow is estimated to be over 1000 gallons, and reaches surface water, a press release must
also be issued within 24 hours. Requirements far these press releases differ slightly depending on the
total number of gallons reaching the surface water. Please see the section on "Press Release
Format".
Within S days of the overflow, the Division of Water Resources requires that form CS SSO
"Collection System Sanitary Sewer Overflow Reporting Form " be submitted to the Winston Salem
Regional Office. Please see the section on "Overflow Reporting Forms. "

Piedmont Custom Meats WWTP
Sludge Management Plan
(Spray Irrigation Facility)
Sludge generated at the Piedmont Custom Meats wastewater treatment plant is disposed of in
the following manner:
- Sludge generated within the Piedmont Custom Meats spray irrigation facility is
removed on an as -needed basis.
- When removal is necessary, Larry Moore with Piedmont Custom Meats is contacted.
He arranges for sludge pumping/removal within the lagoons via one of the following
NCDWR approved methods:
1) Removal and disposal by a licensed Land Application company.
2) Removal and disposal using approved thickening/drying and disposal
techniques.
3) Removal and disposal using approved dewatering/filter press processes.

Safety Protocol at Wastewater Treatment Plants
Any lift stations on the property are considered confined spaces and as such, confined
space entry guidelines must always be followed. Absolutely NO entry into the wet wells
by any person that has not undergone confined space entry training. "Entry" is defined
as a "state where any part of the body breaks the top plane of the wet well cover space."
Care must be taken around open lift station covers and open electrical control panels.
Severe risk to life and limb is always a concern due to electrical and mechanical injuries.
Nitrile or latex gloves should be worn when working around any component of a
wastewater system. These systems are breeding grounds for disease -carrying bacteria
and viruses. Care must be taken to avoid contamination of skin and clothing.
Absolutely NO open -toed shoes are allowed around any component of the wastewater
system.
Due to the physical components of a wastewater system (open -atmosphere tanks, floor
level piping, running machinery, etc.) any type of horse -play will NOT be tolerated.
Lagoon Liners are extremely slick when wet. Care must be taken when working or
walking around lagoons with an exposed liner, especially during wet weather.