WQ0016376_Final Permit_20130517

North Carolina
Pat McCrory
Governor
Joseph P. Villari, Owner
The Pork Company
892 Penny Branch Road
Warsaw, North Carolina 28398
Dear Mr. Villari:
NCDENR
Department of Environment and Natural Resources
Division of Water Quality
Charles Wakild, P.E.
Director
May 17, 2013
John E. Skvada, III
Secretary
Subject: Permit No. WQ0016376
S&J Villari Livestock
Processing Facility -Warsaw
Wastewater Irrigation System
Duplin County
In accordance with your permit major modification request received August 28, 2012 and permit
renewal request received May 8, 2013, and subsequent additional information received January 28, April
30 and May 8, 2013 we are forwarding herewith Permit No. WQ0016376 dated May 17, 2013, to the
Pork Company for the continued operation of the subject wastewater treatment and irrigation facilities.
The modifications to the subject permit are as follows:
• Proper abandonment of existing monitoring well #4 in accordance with applicable well
abandonment requirements of 15A NCAC 02C .0111 and relocation of this monitoring
well.
• The installation of monitoring well 99.
• Increasing the capacity of the facilitative lagoon treatment system from 45,000 gallons
per day to 100,260 gallons per day. Please note that the fields hydraulic and nutrient
loading limits are the limiting factor for this facility.
• Reduction of the center pivot acreage from 23.11 acres to 20.56 acres through the
elimination of the end -gun use for certain areas.
• Addition of 3.12 acres of new spray irrigation area.
This permit shall be effective from the date of issuance until April 30, 2018, shall void Permit
No. WQ0016376 issued November 4, 2008 and shall be subject to the conditions and limitations as
specified therein. Please pay particular attention to the monitoring requirements listed in Attachments A,
B and C for they may differ from the previous permit issuance. Failure to establish an adequate system
for collecting and maintaining the required operational information shall result in future compliance
problems.
For your convenience, customized electronic copies of your facility's NDMR, and NDAR-1
reporting forms are available for download at: htW://portal ncdenr or web/wq/aps/lauheporting.
AQUIFER PROTECTION SECTION
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Location: 512 N. Salisbury St., Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone] FAX: [phone] One
Internet:w .nmatemualitv.org N/'JO/1�thCarolina.
An Equal Oppommity l Affirmative Action Employer ✓ iff& llff

Mr.Villari
May 17, 2013
Page 2 of 2
Please note the following permit conditions are new since the last permit issuance:
• Condition I.1. The Wilmington Regional Office shall approve the location of the
monitoring well prior to installation.
• Condition I.2. The Permittee shall submit a site map including the new monitoring well.
• Condition I.3. The Permittee shall properly abandon monitoring well #4 (MW4).
• Condition IL11. The Permittee shall ensure any landowner who is not the Permittee and
owns land within the compliance boundary shall execute and file with the Duplin County
Register of Deeds an easement.
•. Condition r✓.9. A record shall be maintained of all residuals removed from this facility.
• Condition IV.10. A maintenance log shall be maintained at this facility.
• Condition VI.8. The permit is subject to revocation or unilateral modification upon 60
days notice.
• Condition VI.9. Expansion of the permitted facilities shall not be granted if the Permittee
exemplifies any of the criteria in 15A NCAC 02T .0120(b).
• Acreages and Longitudes/Latitudes were updated on all existing fields.
• The existing Zone CP has been separated in to Zones 14 E (east) and 14 W (west).
The Division has concerns regarding the quality of the current crops on the irrigation fields. It is
recommended that the Permittee continue to seek recommendations from an agronomist. The Permittee
shall be responsible for ensuring adequate measures are taken to provide the best conditions for suitable
crop growth and nutrient uptake.
If any parts, requirements or limitations contained in this permit are unacceptable, the Permittee
has the right to request an adjudicatory hearing upon written request within 30 days following receipt of
this permit. This request shall be in the form of a written petition, conforming to Chapter 150B of the
North Carolina General Statutes, and filed with the Office of Administrative Hearings at 6714 Mail
Service Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
One set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this permit, please contact Alice M. Wessner at [phone] or
[e-mail].
Sincerely,
$yam Charles Wakild, P.E.
cc: Duplin County Health Department
Wilmington Regional Office, Aquifer Protection Section
William G. Simmons, Jr. P.E., 1904 Eastwood Road, Suite 205, Wilmington, NC, 28403
Beth Buffington, Aquifer Protection Section
Permit File WQ0016376
Notebook File W00016376

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER IRRIGATION SYSTEM PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules and Regulations
PERMISSION IS HEREBY GRANTED TO
The Pork Company
d.b.a
S&J Villari Livestock
Duplin County
continued operation of a surface irrigation treatment facility consisting of a T-R Solids Separator, a
curbed 20 feet by 24 feet solids collection area with leachate collection and daily solids rendering
collection, a 10,000 gallon storage tank, a 2,000 gallon pump tank with dual solids handling pumps, a
3,650,428-gallon (volume corrected based on field measurements) synthetically -lined facultative lagoon
with a curtain baffle across the width of the lagoon to separate it into two cells, two 10 HP floating
aerators, a 1.88 million gallon above -ground stainless steel storage tank with a treatment capacity of
100,260 gallons per day, and continued operation of a solid set irrigation system (Zones 1, 2, 3, 4, 5, 6, 7,
8, 9, 10, 11, 12, and 13) which consists of 137 sprinkler heads in thirteen (13) irrigation zones covering
approximately 21.45 effectively irrigated acres, and continued operation of a center pivot irrigation
system (formerly consisting of 23.11 acres in one zone) effectively irrigating 20.56 acres in Zones 14E
and 14W for a total of 42.01 acres,
construction of solid set irrigation system (Zones 15, 16 and 17) which consists of 14 sprinkler heads in
three irrigation zones covering 3.12 effectively irrigated acres,
to serve S & J Villari Livestock, with no discharge of wastes to surface waters, pursuant to the application
received August 28, 2012 requesting the major modification of the permit as well as the permit renewal
request received May 8, 2013, and subsequent additional information received January 28, and April 30,
May 8, 2013 by the Division of Water Quality, and in conformity with the project plans, specifications,
and other supporting data subsequently filed and approved by the Department of Environment and
Natural Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until April 30, 2018, shall void Permit No.
W00016376 issued November 4, 2008 and shall be subject to the following specified conditions and
limitations:
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L SCHEDULES
1. The Wilmington Regional Office, telephone number [phone], shall approve the location of
monitoring well #9 prior to installation, and the monitoring wells shall be installed within 90 days of
the effective date of this permit. The regional office shall be notified at least 48 hours prior to the
construction of any monitoring well, and such notification to the Aquifer Protection Section's
regional supervisor shall be made from 8:00 a.m. until 5:00 p.m. on Monday through Friday,
excluding State Holidays. The monitoring wells shall be constructed such that the water level in the
monitoring well is never above or below the screened (open) portion of the well at any time during
the year, and in accordance with 15A NCAC 02C .0108. The general location and name for each
monitoring well is marked on Figure A.
2. Within 60 days of completion of the monitoring wells, the Permittee shall submit two original copies
of a site map with a scale no greater than 1-inch equals 100 feet; however, special provisions may be
granted upon prior approval for large properties. At a minimum, the map shall include the following
information:
a. The location and identity of each monitoring well.
b. The location of major components of the waste disposal system.
c. The location of property boundaries within 500 feet of the disposal areas.
d. The latitude and longitude of the established horizontal control monument
e. The elevation of the top of the well casing (i.e., measuring point) relative to a common datum.
f. The depth of water below the measuring point at the time the measuring point is established.
g. The location of compliance and review boundaries.
h. The date the map is prepared and/or revised.
Control monuments shall be installed in such a manner and made of such materials that the
monument will not be destroyed due to activities taking place on the property. The map and any
supporting documentation shall be sent to the Division of Water Quality, Aquifer Protection Section,
1636 Mail Service Center, Raleigh, NC 27699-1636.
3. Within 60 days of the effective date of this permit, monitoring well MW4 shall be permanently
abandoned. Within 30 days of abandonment, a Well Abandonment Record (Form GW-30) listing this
permit number and the appropriate monitoring well identification number shall be completed for each
well abandoned and mailed to the Division of Water Quality, Aquifer Protection Section, 1636 Mail
Service Center, Raleigh, NC 27699-1636. A North Carolina Certified Well Contractor shall abandon
the monitoring wells according to the. North Carolina Well Construction Standards (15A NCAC 02C
.0113) and local county rules.
4. No later than six months prior to the expiration of this permit, the Permittee shall request renewal of
this permit on official Division forms. Upon receipt of the request, the Division will review the
adequacy of the facilities described therein, and if warranted, will renew the permit for such period of
time and under such conditions and limitations as it may deem appropriate. Please note Rule 15A
NCAC 02T .0105(d) requires an updated site map to be submitted with the permit renewal
application.
H. PERFORMANCE STANDARDS
The subject non -discharge facilities shall be effectively maintained and operated at all times so there
is no discharge to surface waters, nor any contravention of groundwater or surface water standards.
In the event the facilities fail to perform satisfactorily, including the creation of nuisance conditions
due to improper operation and maintenance, or failure of the irrigation areas to adequately assimilate
the effluent, the Permittee shall take immediate corrective actions including Division required actions,
such as the construction of additional or replacement wastewater treatment or irrigation facilities.
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2. The Division has concerns regarding the quality of the current crops on the irrigation fields. It is
recommended that the Permittee continue to seek recommendations from an agronomist. The
Permittee shall be responsible for ensuring adequate measures are taken to provide the best conditions
for suitable crop growth and nutrient uptake.
This permit shall not relieve the Permittee of their responsibility for damages to groundwater or
surface water resulting from the operation of this facility.
4. All wells constructed for purposes of groundwater monitoring shall be constructed in accordance with
15A NCAC 02C .0108 (Standards of Construction for Wells Other than Water Supply), and any other
jurisdictional laws and regulations pertaining to well construction.
5. Effluent quality shall not exceed the limitations specified in Attachment A.
6. Application rates, whether hydraulic, nutrient or other pollutant, shall not exceed those specified in
Attachment B.
The compliance boundary for the disposal system shall be specified in accordance with 15A NCAC
02L .0107(b). This disposal system was individually permitted on or after December 30, 1983;
therefore, the compliance boundary is established at either 250 feet from the effluent disposal area, or
50 feet within the property boundary, whichever is closest to the effluent disposal area. An
exceedance of groundwater standards at or beyond the compliance boundary is subject to remediation
action according to 15A NCAC 02L .0106(d)(2) as well as enforcement actions in accordance with
North Carolina General Statute 143-215.6A through 143-215.6C.
8. The Permittee shall apply for a permit modification to establish a new compliance boundary prior to
any sale or transfer of property affecting a compliance boundary.
9. In accordance with 15A NCAC 02L .0107(d), no wells, excluding Division approved monitoring
wells, shall be constructed within the compliance boundary except as provided for in 15A NCAC 02L
.0107(g).
10. The review boundary is established around the disposal system midway between the compliance
boundary and the perimeter of the waste disposal area. Any exceedance of standards at the review
boundary shall require action in accordance with 15A NCAC 02L .0106.
11. Except as provided for in 15A NCAC 02L .0107(g), the Permittee shall ensure any landowner who is
not the Permittee and owns land within the compliance boundary shall execute and file with the
Duplin County Register of Deeds an easement running with the land containing the following items:
a. A notice of the permit and number or other description as allowed in 15A NCAC 02L .0107(f)(1);
b. Prohibits construction and operation of water supply wells within the compliance boundary; and
c. Reserves the right of the Permittee or the State to enter the property within the compliance
boundary for purposes related to the permit.
The Director may terminate the easement when its purpose has been fulfilled or is no longer needed.
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12. The facilities permitted herein shall be constructed according to the following setbacks:
a. The setbacks for irrigation sites permitted prior to and under 15A NCAC 02T .0500 shall be as
follows (all distances in feet):
i. Any habitable residence or place of public assembly under separate ownership: 400
ii. Drainage ways or surface waters: 100
iii. Any well with exception of monitoring wells: 100
iv. Any property line: 150
v. Public right of way: 50
b. The setbacks for storage and treatment units permitted prior to and under 15A NCAC 02T .0500
shall be as follows (all distances in feet):
i. Any well with exception of monitoring wells: 100
ii. Any property line: 50
M. OPERATION AND MAINTENANCE REQUIREMENTS
1. The facilities shall be properly maintained and operated at all times. The facilities shall be effectively
maintained and operated as a non -discharge system to prevent the discharge of any wastewater
resulting from the operation of this facility. The Permittee shall maintain an Operation and
Maintenance Plan pursuant to 15A NCAC 02T .0507, which at a minimum shall include operational
functions, maintenance schedules, safety measures and a spill response plan.
2. Upon the Water Pollution Control System Operators Certification Commission's (WPCSOCC)
classification of the subject non -discharge facilities, in accordance with 15A NCAC 08G .0200 the
Permittee shall designate and employ a certified operator in responsible charge (ORC) and one or
more certified operator(s) as back-up ORC(s). The ORC or their back-up shall visit the facilities in
accordance with 15A NCAC 08G .0200, and shall comply with all other conditions specified in the
previously cited rules.
3. A suitable year round vegetative cover shall be maintained at all times, such that crop health is
optimized, allows for even distribution of effluent and allows inspection of the irrigation system.
4. Adequate measures shall be taken to prevent effluent ponding in or runoff from the irrigation sites
listed in Attachment B.
5. Irrigation shall not be performed during inclement weather or when the ground is in a condition that
will cause ponding or runoff.
6. All irrigation equipment shall be tested and calibrated at least once per permit cycle. Calibration
records shall be maintained at the facility for a period of no less than five years, and shall be made
available to the Division upon request.
7. Only effluent from S & J Livestock shall be irrigated on the sites listed in Attachment B.
8. No automobiles or machinery shall be allowed on the irrigation sites except during equipment
installation or while maintenance is being performed.
9. Public access to the irrigation sites and wastewater treatment facilities shall be prohibited.
10. The residuals generated from the wastewater treatment facilities shall be disposed or utilized in
accordance with 15A NCAC 02T .1100. The Permittee shall maintain a residual management plan
pursuant to 15A NCAC 02T .0508.
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11. Diversion or bypassing of untreated or partially treated wastewater from the treatment facilities is
prohibited.
12. Freeboard in the lagoon shall not be less than two feet at any time.
13. A gauge to monitor waste levels in the lagoon shall be provided. This gauge shall have readily visible
permanent markings, at inch or tenth of a foot increment, indicating the following elevations:
maximum liquid level at the top of the temporary liquid storage volume; minimum liquid level at the
bottom of the temporary liquid storage volume; and the lowest point on top of the dam.
14. A protective vegetative cover shall be established and maintained on all earthen embankments (i.e.,
outside toe of embankment to maximum allowable temporary storage elevation on the inside of the
embankment), berms, pipe runs, erosion control areas, and surface water diversions. Trees, shrubs,
and other woody vegetation shall not be allowed to grow on the earthen dikes or embankments.
Earthen embankment areas shall be kept mowed or otherwise controlled and accessible.
15. Industrial waste shall not be applied or discharged onto or below the land surface when the vertical
separation between the waste and the seasonal high water table is less than three (3) feet, unless the
permittee has demonstrated to the Director or his delegate, by using predictive calculations or
modeling methods acceptable to the Director or his delegate, that such placement will not result in the
contravention of classified groundwater standards.
IV. MONITORING AND REPORTING REQUIREMENTS
1. Any Division required monitoring (including groundwater, plant tissue, soil and surface water
analyses) necessary to ensure groundwater and surface water protection shall be established, and an
acceptable sampling reporting schedule shall be followed.
2. Per 15A NCAC 02H .0800, a Division certified laboratory shall conduct all laboratory analyses for
the required effluent, groundwater or surface water parameters.
3. Flow through the treatment facility shall be continuously monitored, and daily flow values shall be
reported on Form NDMR.
The Permittee shall install and maintain an appropriate flow measurement device to ensure the
accuracy and reliability of flow measurement consistent with accepted engineering and scientific
practices. Selected flow measurement devices shall be capable of measuring flows with a maximum
deviation of less than ten percent from true flow; accurately calibrated at a minimum of once per year,
and maintained to ensure the accuracy of measurements is consistent with the selected device's
accepted capability. The Permittee shall maintain records of flow measurement device calibration on
file for a period of at least five years. At a minimum, documentation shall include:
a. Date of flow measurement device calibration,
b. Name of person performing calibration, and
c. Percent from true flow.
4. The Permittee shall monitor the effluent from the subject facilities at the frequencies and locations for
the parameters specified in Attachment A.
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5. The Permittee shall maintain adequate records tracking the amount of effluent irrigated. At a
minimum, these records shall include the following information for each irrigation site listed in
Attachment B:
a. Date of irrigation;
b. Volume of effluent irrigated;
c. Site irrigated;
d. Length of time site is irrigated;
e. Continuous weekly, monthly, and year-to-date hydraulic (inches/acre) loadings;
f. Continuous monthly and year-to-date loadings for any non -hydraulic parameter specifically
limited in Attachment B;
g. Weather conditions; and
h. Maintenance of cover crops.
6. Freeboard (i.e., waste level to the lowest embankment elevation) in the lagoon shall be measured to
the nearest inch or tenth of a foot, and recorded weekly. Weekly freeboard records shall be
maintained at the facility for a period of no less than five years, and shall be made available to the
Division upon request.
7. An annual report shall be submitted to the Division, on or before March I' of the following year,
outlining the operation and maintenance techniques used to prevent nuisance conditions. This report
shall be submitted to the Division of Water Quality, Wilmington Regional Office, 127 Cardinal Drive
Extension, Wilmington, NC 28405-3845 and shall include, but not limited to:
a. Operation and Maintenance Schedule(s)
b. Annual Soils Analysis
c. Equipment Repair and Replacement
d. Lime Application Records, of applicable
e. Odor Control Measures
f. Cover Crop Harvest Dates and Yields
g. Complaints lodged by citizens
h. Other Field Maintenance Activities
Three copies of all monitoring data (as specified in Conditions IV.3. and IVA) on Form NDMR for
each PPI and three copies of all operation and disposal records (as specified in Conditions IV.S.) on
Form NDAR-1 for every site in Attachment B shall be submitted on or before the last day of the
following month. If no activities occurred during the monitoring month, monitoring reports are still
required documenting the absence of the activity. All information shall be submitted to the following
address:
Division of Water Quality
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
9. A record shall be maintained of all residuals removed from this facility. This record shall be
maintained at the facility for a period of no less than five years, and shall be made available to the
Division upon request. At a minimum, this record shall include:
a. Name of the residuals hauler;
b. Non -Discharge permit number authorizing the residuals disposal, or a letter from a municipality
agreeing to accept the residuals;
c. Date the residuals were hauled; and
d. Volume of residuals removed.
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10. A maintenance log shall be maintained at this facility. This log shall be maintained at the facility for
a period of no less than five years, and shall be made available to the Division upon request. At a
minimum, this log shall include:
a. Date of calibration of flow measurement device;
b. Visual observations of the plant and plant site; and
c. Record of preventative maintenance (e.g., changing of equipment, adjustments, testing,
inspections and cleanings, etc.).
11. Monitoring wells shall be sampled after construction and within 3 months prior to initiating non -
discharge disposal operations. Monitoring wells shall be sampled thereafter at the frequencies and for
the parameters specified in Attachment C. All manning, well construction forms well abandonment
forms and monitorine data shall refer to the permit number and the well nomenclature as provided in
Attachment C and Figure X.
12. Two copies of the monitoring well sampling and analysis results shall be submitted on a Compliance
Monitoring Form (GW-59), along with attached copies of laboratory analyses, on or before the last
working day of the month following the sampling month. The Compliance Monitoring Form (GW-
59) shall include this permit number, the appropriate well identification number, and one GW-59a
certification form shall be submitted with each set of sampling results. All information shall be
submitted to the following address:
Division of Water Quality
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
13. An annual representative soils analysis (i.e., Standard Soil Fertility Analysis) shall be conducted on
each irrigation site listed in Attachment B. These results shall be maintained at the facility for a
period of no less than five years, and shall be made available to the Division upon request. At a
minimum, the Standard Soil Fertility Analysis shall include the following parameters:
Acidity
Exchangeable Sodium Percentage
Phosphorus
Base Saturation (by calculation)
Magnesium
Potassium
Calcium
Manganese
Sodium
Cation Exchange Capacity
Percent Humic Matter
Zinc
Copper
pH
14. Noncompliance Notification:
The Permittee shall report by telephone to the Wilmington Regional Office, telephone number (910)
796-7215, as soon as osn sible, but in no case more than 24 hours, or on the next working day
following the occurrence or first knowledge of the occurrence of any of the following:
a. Any occurrence at the facility resulting in the treatment of significant amounts of wastes that is
abnormal in quantity or characteristic, including the known passage of a hazardous substance.
b. Any process unit failure (e.g., mechanical, electrical, etc.), due to known or unknown reasons,
rendering the facility incapable of adequate wastewater treatment.
c. Any facility failure resulting in a by-pass directly to receiving surface waters.
d. Any time self -monitoring indicates the facility has gone out of compliance with its permit
limitations.
e. Ponding in or runoff from the irrigation sites.
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V.
VL
Any emergency requiring immediate reporting (e.g., discharges to surface waters, imminent failure of
a storage structure, etc.) outside normal business hours shall be reported to the Division's Emergency
Response personnel at telephone number [phone], [phone], or [phone].
Persons reporting such occurrences by telephone shall also file a written report in letter form within
five days following first knowledge of the occurrence. This report shall outline the actions taken or
proposed to be taken to ensure the problem does not recur.
The Permittee shall provide adequate inspection and maintenance to ensure proper operation of the
wastewater treatment and irrigation facilities.
2. The Permittee or their designee shall inspect the wastewater treatment and irrigation facilities to
prevent malfunctions, facility deterioration and operator errors resulting in discharges, which may
cause the release of wastes to the environment, a threat to human health or a public nuisance. The
Permittee shall maintain an inspection log that includes, at a minimum, the date and time of
inspection, observations made, and any maintenance, repairs, or corrective actions taken. The
Pennittee shall maintain this inspection log for a period of five years from the date of the inspection,
and this log shall be made available to the Division upon request.
3. Any duly authorized Division representative may, upon presentation of credentials, enter and inspect
any property, premises or place on or related to the wastewater treatment and irrigation facilities
permitted herein at any reasonable time for the purpose of determining compliance with this permit;
may inspect or copy any records required to be maintained under the terms and conditions of this
permit, and may collect groundwater, surface water or leachate samples.
1. Failure to comply with the conditions and limitations contained herein may subject the Permittee to
an enforcement action by the Division in accordance with North Carolina General Statutes 143-
215.6A to 143-215.6C.
2. This permit shall become voidable if the permitted facilities are not constructed in accordance with
the conditions of this permit, the Division approved plans and specifications, and other supporting
documentation.
This permit is effective only with respect to the nature and volume of wastes described in the permit
application, Division approved plans and specifications, and other supporting documentation. No
variances to applicable rules governing the construction or operation of the permitted facilities are
granted, unless specifically requested and approved in this permit pursuant to 15A NCAC 02T
.0105(n).
4. The issuance of this permit does not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances, which may be imposed by other jurisdictional government agencies
(e.g., local, state, and federal). Of particular concern to the Division are applicable river buffer rules
in 15A NCAC 02B .0200; erosion and sedimentation control requirements in 15A NCAC Chapter 4
and under the Division's General Permit NCGO10000; any requirements pertaining to wetlands under
15A NCAC 02B .0200 and 02H .0500; and documentation of compliance with Article 21 Part 6 of
Chapter 143 of the General Statutes.
5. In the event the permitted facilities change ownership or the Permittee changes their name, a formal
permit modification request shall be submitted to the Division. This request shall be made on official
Division forms, and shall include appropriate property ownership documentation and other supporting
documentation as necessary. The Permittee of record shall remain fully responsible for maintaining
and operating the facilities permitted herein until a permit is issued to the new owner.
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6_ The Permittee shall retain a set of Division approved plans and specifications for the life of the
facilities permitted herein.
The Permittee shall maintain this permit until all permitted facilities herein are properly closed or
permitted under another permit issued by the appropriate permitting authority pursuant to 15A NCAC
02T .01050).
8. This permit is subject to revocation or unilateral modification upon 60 days notice from the Division
Director, in whole or part for the requirements listed in 15A NCAC 02T .0110.
9. Unless the Division Director grants a variance, expansion of the permitted facilities contained herein
shall not be granted if the Permittee exemplifies any of the criteria in 15A NCAC 02T .0120(b).
10. The Permittee shall pay the annual fee within 30 days after being billed by the Division. Failure to
pay the annual fee accordingly shall be cause for the Division to revoke this permit pursuant to 15A
NCAC 02T .0105(e) (3).
Permit issued this the 17'b day of May 2013
NORTH CAROLINA ENVIRONJvIENTAL MANAGEMENT COMMISSION
arle akild, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0016376
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Permit No. W00016376 Wastewater Spray Irrigation
The Pork Company May 17, 2013
S&J Villari Livestock Processing Facility -Warsaw Duplin County
ENGINEERING CERTIFICATION
❑ Partial ❑ Final
In accordance with 15A NCAC 02T .0116, I,
as a duly registered Professional Engineer in the State of North Carolina, having the Permittee's
authorization to ❑ periodically ❑ weekly ❑ fully observe the construction of the permitted facility,
hereby state to the best of my abilities that due care and diligence was used in the observation of the
construction, such that the facility was built within substantial compliance and intent of this permit, the
Division approved plans and specifications, and other supporting documentation.
❑ Any variation to this permit, the Division approved plans and specifications, and other supporting
documentation has been documented in the attached as -built drawings, and shall serve as the
Permittee's minor modification request to amend the permit accordingly.
Provide a brief narrative description of any variations:
THE COMPLETED ENGINEERING CERTIFICATION, INCLUDING ALL SUPPORTING
INFORMATION AND MATERIALS, SHALL BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DEPARTMENT OF ENVII20NMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
AQUIFER PROTECTION SECTION
LAND APPLICATION UNIT
By U.S. Postal Service: By Courier/Special Delivery:
1636 MAIL SERVICE CENTER 512 N. SALISBURY ST.
RALEIGH, NORTH CAROLINA 27699-1636 RALEIGH, NORTH CAROLINA 27604
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ATTACHMENT A - LIMITATIONS AND MONITORING REQUIREMENTS
PPI 001— WWTF Effluent post chlorination
Permit Number: WQ0016376 Version:3.2
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING REQUIREMENTS
PCS Code
31616
Parameter Description
Coliform, Fecal MF, M-FC
Broth.44.5C
Units ofMeasure
#/100m1
Monthly Average
Monthly Geometric Mean
Daily Minimum
Daily Maximum
Measurement
Frequency
Monthly
Sample
Type
Grab
00620
Nitrogen, Nitrate Total (as N)
mg/l
Monthly
Grab
00625
Nitrogen, Kjeldahl, Total (as N)
mg/1
Monthly
Grab
WQ09
Plant Available Nitrogen
mg/l
Monthly
Grab
00665
Phosphorus, Total (as P)
mg/1
Monthly
Grab
00400
pH
s.u.
Monthly
Grab
00310
BOD, 5-Day (20 Deg. C)
mg/l
Monthly
Grab
00530
Solids, Total Suspended
mg/1
Monthly
Grab
00610
Nitrogen, Ammonia Total (as N)
mg/l
Monthly
Grab
00615
Nitrogen, Nitrite Total (as N)
mg/l
Monthly
Grab
50050
Flow, in conduit or thru treatment
plant
gpd
100,260
Continuous
Recorder
PPI 002 — Upstream Surface Water (Unknown Tributary to Turkey Creek)'
UPSTREAM SURFACE WATER
CHARACTERISTICS
UPSTREAM SURFACE WATER LIMITS
MONITORING REQUIREMENTS
PCS Code
Parameter Description
Units of
Measure
M
Monthly Average
Monthly Geometric Mean
Daily Minimum
Daily Maximum
Measurement
Sample
Frequency
Type
00625
Nitrogen, Kjeldahl, Total (as N)
m9/1
Monthly
Grab
00610
Nitrogen, Ammonia Total (as N)
mg/l
Monthly
Grab
00620
Nitrogen, Nitrate Total (as N)
mg/l
Monthly
Grab
r36
Phosphorus, Total (as P)
mg/l
Monthly
Grab
CColiform, Fecal MF, M-FC
#/100m1
IIroth,44.5C
Monthly
Grab
at a noint where the trihnta, first enters the ro
p petty
WQ0016376 Version2.2 Attachment Page I oft

ATTACHMENT A - LIMITATIONS AND MONITORING REQUIREMENTS (continued) Permit Number: WQ0016376 Version: 3.2
PPI 003 — Downstream Surface Water (Unknown Tributary to Turkey Creek)Z
DOWNSTREAM SURFACE WATER
CFIARACTERISTICS
DOWNSTREAM SURFACE WATER LIMITS
MONITORING REQUIREMENTS
Q
PCS Code
Parameter Description
Units of
Measure
Monthly Average
Monthly Geometric M
Mean
Daily mum Mini
Daily Maximum
Measurement
Sample
.
Frequency
Type
00625
Nitrogen, Kjeldahl, Total (as N)
mg/1
Monthly
Grab
00610
Nitrogen, Ammonia Total (as N)
mg/1
Monthly
Grab
00620
Nitrogen, Nitrate Total (as N)
mg/1
Monthly
Grab
00665
Phosphorus, Total (as P)
in
Monthly
Grab
31616
Coliform, Fecal MF, M-FC
#/IOOmI
Monthly
Grab
Broth,44.5C
`at the point where the tributary leaves the property
W00016376 Version 2.2 Attachment A Page 2 of

ATTACHMENT B - APPROVED LAND APPLICATION SITES AND LIMITATIONS
The Pork Company - S&J Villari Livestock Processing Facility -Warsaw
Permit Number: WQ0016376 Version: 3.2
IRRIGATION AREA INFORMATION
APPLICATION LIMITATIONS
Zone
Owner
County
Latitude
Longitude
Net
Acreage
Dominant
Soil Series
Parameter
Hourly
Rate
Yearly
Max
Yearly Max
Double
Cropping'
Units
1
The Pork Company
Duplin
35000'26"
78007'06"
1.40
Norfolk
01284 - Non -Discharge Application Rate
0.34
41.96
inches
.
WQ09C- PlantAvailableNitrogen- Loading
350
lbs/acre
2
The Pork Company
Duplin
35°00'26"
7800710"
1.37
Norfolk
01284 - Non -Discharge Application Rate
0.34
41.96
inches
WQ09C- PlantAvailableNitrogen- Loading
350
lbs/acre
3
The Pork Company
Duplin
35000'25"
78007'10"
1.37
Norfolk
01284 - Non -Discharge Application Rate
0.34
41.96
inches
WQ09C -Plant Available Nitrogen -Loading
350
lbs/acre
4
The Pork. Company
Duplin
35000'24"
78007'10"
1.35
Norfolk
01284-Non-Discharge Application Rate
0.34
41.96
inches
WQ09C- Plant Available Nitrogen -Loading
350
lbs/acre
5
The Pork Company
Duplin
35°00'24"
78007'10"
1.34
Norfolk
01284 - Non -Discharge Application Rate
0.34
41.96
inches
WQ09C- Plant Available Nitrogen -Loading
350
lbs/acre
6
The Pork Company
Duplin
35000'24"
78007'07"
1.33
Norfolk
01284 - Non -Discharge Application Rate
0.34
41.96
inches
WQ09C- Plant Available Nitrogen -Loading
350
Iba/acre
7
The Pork Company
Duplin
35°00'31"
78007'10"
1.32
Norfolk
01284 - Non -Discharge Application Rate
0.34
41.96
inches
WQ09C - Plant Available Nitrogen - Loading
350
lbs/acre
8
The Pork Company
Duplin
35°00'28"
78007'06"
1.39
Norfolk
01284 - Non -Discharge Application Rate
0.34
41.96
inches
WQ09C- Plant Available Nitrogen -Loading
350
lbs/acre
9
The Pork Company
Duplin
35000'28"
78007'08"
1.39
Norfolk
01284 - Non -Discharge Application Rate
0.34
41.96
inches
WQ09C- Plant Available Nitrogen -Loading
350
lbs/acre
10
The Pork Company
Duplin
35000'23"
78007'06"
1.69
Goldsboro
01284 -Non-Discharge Application Rate
0.34
41.96
inches
WQ09C- PlantAvailableNitrogen- Loading
350
lbstacre
11
The Pork Company
Duplin
35°00'22"
78°07'03"
1.91
Norfolk
01284-Non-Discharge Application Rate
0.34
41.96
inches
WQ09C- PlantAvailableNitrogen- Loading
1
350
lbs/acre
'If single cropping is used by the Permittee, the PAN loading is limited to 300 lbs/acre.
W00016376 Version2.2 Attachment Pagel of2

ATTACHMENT B - APPROVED LAND APPLICATION SITES AND LIMITATIONS
The Pork Company - S&J Villari Livestock Processing Facility —Warsaw
Permit Number: W00016376 Version: 2.2
IRRIGATION AREA INFORMATION
APPLICATION LIMITATIONS
Zone
Owner
County
Latitude
Longitude
Net
Acreage
Dominant
Soil Series
Parameter
Hourly
Ram
Yearly
Max
Yearly Max
Double i
Cropping'
Units
12
The Pork Company
Duplin
35°00'23"
78007'03"
1.55
Norfolk
01284 - Non -Discharge Application Rate
0.34
41.96
inches
WQ09C- PlantAvailableNitrogen— Loading
350
lbs/acre
13
The Pork Company
Duplin
35000'22"
7800703"
0.93
Norfolk
01284 - Non -Discharge Application Rate
0.34
41.96
inches
WQ09C- Plant Available Nitrogen —Loading
350
lbs/acre
14E
The Pork Company
Duplin
35°00'39"
78007'20"
13.73
Goldsboro
01284 - Non -Discharge Application Rate
0.6
31.60
inches
WQ09C- Plant Available Nitrogen —Loading
350
lbs/acre
14W
The Pork Company
Duplin
35°00'39"
7800720"
6.83
Goldsboro
01284 - Non -Discharge Application Rate
0.6
24.21
inches
WQ09C- Plant Available Nitrogen —Loading
350
lbs/acre
15
The Pork Company
Duplin
35000'26"
7800706"
0.82
Norfolk FSL
01284 - Non -Discharge Application Rate
0.34
30.44
inches
WQ09C- Plant Available Nitrogen —Loading
350
lbs/acre
16
1 The Pork Company
Duplin
35°00'30"
78007'10"
1.25
Goldsboro FSL
01284 - Non -Discharge Application Rate
0.34
13.83
inches
WQ09C- Plant Available Nitrogen —Loading
350
lbs/acre
17
The Pork Company
Duplin
35°00'29"
7800711"
1.05
BibbandyS
oam
01284 - Non -Discharge Application Rate
0.34
16.95
inches
WQ09C- PlantAvailableNitrogen— Loading
350
lbs/acre
Totals
42.01
IIf single cropping is used by the Permittee, the PAN loading is limited to 300 lbs/acre.
W00016376 Version 2.2 Attachment B Page 2 of 2

ATTACHMENT C — GROUNDWATER MONITORING AND LIMITATIONS Permit Number: W00016376 Version: 3.2
Monitoring wells: MW-1, MW-2, MW-3, MW-5, MW-6, MW-7, MW-8 and MW-9
GROUNDWATER CHARACTERISTICS
GROUNDWATER STANDARDS
MONITORING REQUIREMENTS
PCS Code
Parameter Description
Daily Maximum
Frequency Measurement
Sample Type
Footnotes
82546
Water level, distance from measuring point
8
3 X year
Calculated
1, 2, 3, 7
00400
pH
6.5-8.5
so
3 X year
Grab
1, 2, 7
31616
Coliform, Fecal MF, M-FC Broth,44.5C
#/100 ml
3 X year
Grab
1,7
70300
Solids, Total Dissolved- 180 Deg.0
500
mg/I
3 X year
Grab
1,7
00680
Carbon, Tot Organic (TOC)
mg/I
3 X year
Grab
1, 6, 7
00940
Chloride (as Cl)
250
mg/I
3 X year
Grab
1,7
00610
Nitrogen, Ammonia Total (as N) - 00610
1500
mg/I
3 X year
Grab
1,7
00620
Nitrogen, Nitrate Total (as N) - 00620
10
mg/I
3 X year
Grab
1,7
00665
Phosphorus, Total (as P) - 00665
mg/I
3 X year
Grab
1,7
78732
Volatile Compounds, (GC/MS) - 78732
mg/1
Annually
Grab
1, 4, 5, 7
1. � r r cur wvnuunng shall ue conducted in Apnt, august ana uecember; Annual monitoring shall be conducted every December.
2. The measurement of water levels shall be made prior to purging the wells. The depth to water in each well shall be measured from the surveyed point on the top of the casing. The measurement of pH shall
be made after purging and prior to sampling for the remaining parameters.
3. The measuring points (top of well casing) of all monitoring wells shall be surveyed to provide the relative elevation of the measuring point for each monitoring well. The measuring points (top of casing) of
all monitoring wells shall be surveyed relative to a common datum.
4. Volatile Organic Compounds (VOC) - In November only, analyze by one of the following methods:
a. Standard Method 6230D, PQL at 0.5 µg/L or less
b. Standard Method 621 OD, PQL at 0.5 µg/L or less
C. EPA Method 8021, Low Concentration, PQL at 0.5 µg/L or less
d. EPA Method 8260, Low Concentration, PQL at 0.5 µg/L or less
e. Another method with prior approval by the Aquifer Protection Section Chief
Any method used must meet the following qualifications:
a. A laboratory must be D W Q certified to run any method used.
b. The method used must, at a minimum, include all the constituents listed in Table VIII of Standard Method 6230D.
C. The method used must provide a PQL of 0.5 µg/L or less that must be supported by laboratory proficiency studies as required by the DWQ Laboratory Certification Unit. Any constituents detected
above the MDL but below the PQL of 0.5 µg/L must be qualified (estimated) and reported.
5. If any volatile organic compounds (VOC) are detected as a result of monitoring as provided in Attachment C, then the Wilmington Regional Office Aquifer Protection Supervisor, telephone number (910)
796-7215, must be contacted immediately for further instructions regarding any additional follow-up analyses required.
6. If TOC concentrations greater than 10 mg/L are detected in any downgradient monitoring well, additional sampling and analysis must be conducted to identify the individual constituents comprising this
TOC concentration. If the TOC concentration as measured in the background monitor well exceeds 10 mg/L, this concentration will be taken to represent the naturally occurring TOC concentration. Any
exceedances of this naturally occurring TOC concentration in the downgradfent wells shall be subject to the additional sampling and analysis as described above.
7. Monitoring wells shall be reported consistent with the nomenclature and location information provided in Figure A and this attachment.
WQ0016376 Version 2.2 Attachment C Page 1 of 1

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WAOINGM)E
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OM
41%
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135
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17A
m
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496
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LM
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17A
m
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4196
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mum
MEW
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133
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17A
m
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4196
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w W W W
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6
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am
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TABLE 21 PROPOSED ZONE SUMMARY:
WF11FD
0.RM(AQ
PREDOMINANTWMSFAIESRI
INWR
GPM
ME
FWW
GPM
INSTANTANEDl6
MAMNGMTE
IN
ANNUµ
WADIMRATE
IN/YqZOXEWE
LATTUDE
LIXIGIEUW
)iT3
1TA
VARIES
31W
WWWN
TES'WVW
WNEAVW
683
1]A
VARIES
N31
3SWS'N
R•WMW
MENOBE
t...
N.M1]A
52
am
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www.N]B•WNPW
ZONEWNLW
1]A
m
am
16.%
wwm-N
wffwW
SWTOTAL.0EY.Lam3.61E
TABLE 3: MONITORING WEM SUMMARY.
µJN1]GRING
WLL
HAYS
IATDICf
IONGYME
Mw1
ACTIVE
MW
ALINE
WWWN
wffuw
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MW3
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WWMN
wuwiwairW
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WWWN
MMA PPOPW
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wwW
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w
MWR
ACME
3S W15•H
w"EBW
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BUFMR/SETBACK SUMMARY
THE TMLO%NG BUFFERS SHALL BE MAINTAINED AT ALL TIMES:
LOD SUMMARY:
LOD ME XV - 082 AC
LM ZONE W : 1126 AC
LOD ZONE XM - 1.14 AC
TOTAL OMITS W DISTURBANCE (LM) -3.22 AC
NOTE HIGHEST PROPOSED IRRIGAIMI SPRAY NOZZLE - EL 155 (L3)
HIGHEST MSTM IRRIGATION SPRAY NOMIl - EL 15W
A) 400 FEET 8ETWFEr1 WETTED AREA AND ANY RESIDENCE OR PLACES OF PUBUC ASSEMBLY UNDER SEPARATE OWNERSHIP
B) IN kEET BETY£Q1 WETTED AREA AND PROPERTY ONES
C) IM FEET BETY£EN WETTED AREA AEA W
D)) 100 FEET EEIWElO1 WITTED AREA MID DRAINAGE WAYS OR SURFACE WATER BODIES
E) W FF£E BETWES Y.ETIED AREA AND PUBLIC RHMT OF WAYS
F) 100 FEET BEIKETI TREATMENT/STORAGE UNITS AM ANY WILLS
G) W FEET BETWEEN TREATMENT/STORAGE UNITS AND PROPERTY LINES
BE GRE YW MM
NC ONE CAM
REVISION 1 — SHEET O (Tau PREE)
A. REVISED IRRIGATION SCALE: 1' -Zoo.
ZONE 0 2W o 21'
B. REVISED TABLES 1,2, h-.�- tw
AND 3. SCALE OF MAP MAY BE
(MT 1-Boa-632-a'49) DUE TO METHODS OF REPRODUCTION.
ITS THE LAM
y
SHEET W.
C.2.0