WQ0000884_Final Permit_20110524

MCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
May 24, 2011
MICHAEL D. BLISS —VICE PRESIDENT OF OPERATIONS
BUTTERBALL, LLC
POST OFFICE BOX 589
MT. OLIVE, NORTH CAROLINA 28365
Dear Mr. Bliss:
Dee Freeman
Secretary
Subject: Permit No. WQ0000884
Mt. Olive Turkey Processing Facility
Wastewater Irrigation System
Duplin County
In accordance with your permit minor modification request received March 22, 2011, we are
forwarding herewith Permit No. WQ0000884 dated May 24, 2011, to Butterball, LLC for the continued
operation of the subject wastewater treatment and irrigation facilities.
The modifications to the subject permit are as follows: Monitoring wells MW -25, MW -26 and
MW -30 shall be permanently abandoned, and a new monitoring well (MW -38) shall be constructed.
On August 5, 2009, Session Law 2009406, entitled "An Act to Extend Certain Government
Approvals Affecting the Development of Real Property Within the State," was enacted by the General
Assembly and signed into law. The Act, known as the Permit Extension Act of 2009, extends the
expiration date of certain government approvals and permits. On August 2, 2010, this Act was extended
an additional year. The subject permit falls within the scope of this Act and is therefore being
extended to April 30, 2017.
This permit shall be effective from the date of issuance until April 30, 2017, shall void Permit No.
WQ0000884 issued May 9, 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.
Note the following conditions are specific to your permit and require your attention:
➢ Condition I. I. — This condition requires the Permittee to conduct the Phase II PAN Study
from January 1, 2008 through March 31, 2012. The report shall document the amount of
PAN loaded to each irrigation field, the resulting crop behavior from these loadings and the
associated groundwater quality. The final report is due no later than June 30, 2012.
Y Condition I.2. — This condition requires the Permittee to submit quarterly reports to the
Division during the course of the Phase II PAN Study.
AQUIFER PROTECTION SECTION
1636 Nail service Center, Ralegh, North Carolina 27699-163c
Location: 2728 Capital Boulevard. Raleion, North Carolina 2760e One
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Mr. Michael D. Bliss
May 24, 2011
Page 2 of 4
➢ Condition 1.3. — This condition requires the Permittee to utilize all irrigation fields as evenly
as possible during the Phase H PAN Study.
➢ Condition I.4. — This condition states that the Permittee shall not change any cover crops
during the Phase H PAN Study without prior approval from the Division.
➢ Condition I.5. — This condition states that if Division review of the final Phase H PAN Study
results indicates that PAN agronomic rate limits are required for each irrigation field, then the
Division shall notify the Permittee in writing of its findings. This condition also requires that
the Permittee submit a permit modification request within six months of receiving the
Division's written notification, in order to establish agronomic PAN loading rates for each
irrigation field.
Note the following condition has been modified or moved since the last permit issuance
dated May 9, 2008:
➢ Old Condition H.10. — The two previous permit issuances dated May 9, 2008 and December
21, 2007 mistakenly listed the incorrect setback distances for the irrigation sites, treatment
and storage units. Review of the permit file shows that the irrigation fields, treatment and
storage units were all pennitted under 15A NCAC 02H .0219, and have not been modified
since the enactment of 15A NCAC 02T in September 2006. Therefore, the setbacks have
been restored to their original permitted distances in Condition H.11.
➢ Old Condition 111.4. — The wording of this condition has been moved to Footnote #3 in
Attachment B.
➢ Old Condition IH.5. — This condition has been moved to new Condition I.5. In addition,
please note that per Footnote #4 in Attachment B, the Permittee shall report the monthly PAN
loading to all irrigation fields, however, there are no PAN limits associated with this permit
issuance.
➢ Old Condition HI.8. — This condition has been modified to state that the irrigation system
shall be calibrated at least once per permit cycle. The modified text may be found in new
Condition IH.6.
➢ Old Condition IV.4. — This condition has been modified to clearly state that the Permittee
shall monitor the effluent from the domestic wastewater pretreatment facility, the two
stormwater ponds, the industrial treatment facility and the five surface water sampling
stations at the frequencies and locations for the parameters specified in Attachment A.
➢ Old Condition IV.5. — This sampling locations, parameters and frequencies are now located
in Points Prior to Irrigation (PPI) 005, 006, 007, 008 and 009 in Attachment A.
➢ Old Condition IV.6. — The requirements of this condition have been moved to Condition I.2.
➢ Old Condition IV.7. — The requirements of this condition have been combined with Old
Condition IV.6. and moved to Condition I.2.
➢ Old Condition IV.8. — The requirements of this condition have been moved to new Condition
III.3. regarding vegetative cover crop requirements.
➢ OId Condition IV.9. — The requirements for tracking supplemental fertilizer are now
contained in Footnote #4 of Attachment B.

Mr. Michael D. Bliss
May 24, 2011
Page 3 of 4
➢ Old Condition IV.10.g. — This requirement is now part of Attachment B and its associated
Footnote #4 in the form of monthly PAN loading reporting for each irrigation field irrigated.
➢ Old Condition IV.10.h. — This requirement is inherently covered under Condition IV.14.
regarding Noncompliance Notification.
➢ Old Condition IV. 101. — This requirement is covered under new Condition IV.9. regarding
facility maintenance records.
Old Condition IV. 10.1. — This condition is covered under Conditions HA., IV.4. and N.7., as
well as Attachment A.
➢ Attachment A — This attachment has been modified to clearly state that the Permittee shall
report the estimated monthly flows from the Domestic Wastewater Pretreatment Facility, the
Eastern Stormwater Pond and Western Stormwater Pond to the Industrial Wastewater
Treatment Lagoons. In addition, per the Division of Water Quality's Aquifer Protection
Section Wastewater Monitoring Policy, all non -discharge systems are having their effluent
monitoring schedules reevaluated for all permit issuances after January 2007. Accordingly,
the existing sampling frequencies (2 x Month) in Point Prior to Irrigation (PPD 004 for Total
Residual Chlorine and pH are set to expire on April 30, 2012. On May 1, 2012, the sampling
frequencies for Total Residual Chlorine and pH shall be five times per week (5 x Week).
This change in sampling frequency will occur in May 1, 2012 in order to provide the
Permittee with sufficient time to prepare for the increase in sampling frequency for Total
Residual Chlorine and pH. Please also note the limits for pH have been removed.
➢ Attachment B — This attachment has been modified to clearly show that the Permittee shall
submit monthly PAN loading calculations (WQ09) for all fields irrigated upon in the previous
month. Please note that there are no permit limits associated with these PAN loading
calculations.
➢ Attachment C — This attachment has been modified to remove monitoring wells MW -25,
MW -26 and MW -30, while adding MW -38.
Please note the following permit conditions and attachments are new since the last permit
issuance:
➢ Condition I.6. — This condition states that the Wilmington Regional Office shall approve the
location of MW -38 prior to its installation, and that this well shall be constructed within 90
days of permit issuance.
➢ Condition I.7. — This condition requires that the Permittee submit an updated site map within
60 days of completing monitoring well MW -38.
➢ Condition I.S. — This condition requires the Permittee to abandon monitoring wells MW -25,
MW -26 and MW -30 within 60 days of permit issuance, and to submit a Well Abandonment
Record (Form: GW -30) within 30 days of abandonment for each abandoned well.

Mr. Michael D. Bliss
May 24, 2011
Page 4 of 4
➢ Condition H.10. — This condition requires any landowner who owns land within the
compliance boundary, but who is not the Permittee, to execute and file with the County
Register of Deeds an easement with the requirements listed in the said Condition. Please note
the previous permit was subject to this requirement under 15A NCAC 02L .0107(0,
therefore, this condition is intended to voice this rule.
➢ Condition IV.8. — This condition requires the Permittee to keep a record of all residuals
removed from this facility.
➢ Condition IV.9. — This condition requires the Permittee to keep a log of all maintenance at the
facility.
➢ Condition IV. 10. — This condition requires the Permittee to sample monitoring well MW -38
at the frequencies and parameters specified in Attachment C.
➢ Condition IV. 11. — This condition requires the Permittee to submit a Compliance Monitoring
Form (GW -59) and a Well Construction Record Form (GW -1) for the initial sampling of
monitoring well MW -38.
➢ Condition VI.8. — This condition notes that this permit is subject to revocation or unilateral
modification within 60 days notice from the Division if the terms in 15A NCAC 02T .0110
are violated.
➢ Condition VI.9. — This condition notes that this facilities in this permit may not be expanded
if the Permittee exemplifies any of the criteria in 15A NCAC 02T .0120(b).
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.
If you need additional information concerning this matter, please contact Nathaniel Thornburg at
[phone] or nathaniel.thombur�(a),ncdenr.(-Yov.
Sincerely,
/Col n H. Sullins
cc: Duplin County Health Department
Wilmington Regional Office, Aquifer Protection Section
Permit File WQ0000884
Notebook File WQ0000884

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
Butterball, LLC
Duplin County
FOR THE
operation of a 2,000,000 gallon per day (GPD) wastewater treatment and irrigation facility consisting of
the:
continued operation of a 100,000 GPD domestic wastewater pretreatment facility consisting of. a bar
screen; a 10,400 gallon aerated flow equalization tank; a 36,400 gallon aeration tank with dual blowers; a
10,700 gallon clarifier; a chlorine contact chamber; a polymer feed station with a mixing tank and mixing
pump; and all associated valves, piping, and appurtenances; the
continued operation of a stormwater capture system consisting of: a 350,000 gallon eastern stormwater
pond; a 245,000 gallon western stormwater pond; and all associated valves, piping, and appurtenances;
the
continued operation of an industrial wastewater treatment plant consisting of. a 1 million gallon (MG)
flow equalization tank with mixing equipment that receives the domestic wastewater pretreatment facility
effluent and the stormwater capture system effluent; two dissolved air floatation (DAF) units operating in
parallel; a sludge pump station; a sludge storage tank; a sludge decant observation tank; a 13 MG aerated
lagoon with five 60 horsepower (hp) high-speed surface aerators and two air induction units; chlorine
disinfection facilities; a 41 MG holding lagoon with three 20 hp surface aerators; and all associated
valves, piping, and appurtenances; and the
continued operation of an irrigation system consisting of: approximately 483 acres comprised of 25
irrigation fields; and all associated valves, piping, and appurtenances
to serve the Mt. Olive Turkey Processing Facility, with no discharge of wastes to surface waters, pursuant
to the application received March 22, 2011, 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, 2017, shall void Permit No.
WQ0000884 issued May 9, 2008, and shall be subject to the following specified conditions and
limitations:
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1. SCHEDULES
As described in the three-page document and site map entitled Plan of Study, Phase 11 PAN Study
(2008-2010), Butterball, LLC, AEI Project No. N454-07, the Permittee shall submit a report to the
Division that at a minimum contains: Plant Available Nitrogen (PAN) loadings to each irrigation
field; the crop behavior resulting from these PAN loadings; and groundwater quality monitoring from
January 1, 2008 through March 31, 2012. The final report shall be submitted to the Division no later
than June 30, 2012. Copies of this report shall be submitted to:
Division of Water Quality
Aquifer Protection Section
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Division of Water Quality
Aquifer Protection Section
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-2845
2. During the course of the Phase H PAN Study, the Permittee shall maintain records of all cutting and
harvesting events on the irrigation fields. At a minimum, these records shall include: date of cutting
or harvesting; number of acres harvested; and amount of hay harvested. The Permittee shall follow
an agronomist's recommendations regarding the proper method of determining actual hay yields with
consideration for the amount of weeds present, hay weight and the hay moisture content at the time of
weiuhing. These records shall be submitted quarterly to the Division of Water Quality at the
addresses noted above, and are due no later than April 30ti', July 3151, October 3151, and January 315L
until the Phase II PAN is concluded.
3. The Permittee shall utilize all irrigation fields available to them as evenly as possible while adhering
to approved hydraulic rates established in Attachment B.
4. The Permittee shall not modify the crops on any fields without Division approval while undergoing
yield determinations as necessary to meet Condition I.1.
5. If Division review of the final Phase 11 PAN Study due June 30, 2012 indicates that agronomic PAN
loading rate limits are needed, then the Division shall notify the Permittee in writing of the Division's
findings. Within six months of receiving the Division's written notification, the Permittee shall
submit a permit modification request to establish agronomic PAN loading rate limits (which shall be
based upon the final PAN Study results) for each irrigation field listed in Attachment B.
The Wilmington Regional Office, telephone number [phone], shall approve monitoring well
MW -38 prior to installation, and this monitoring well shall be installed within 90 days of permit
issuance. 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
1.
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7. Within 60 days of completion of monitoring well MW -38, 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.
Within 60 days of permit issuance, monitoring wells MW -25, MW -26 and MW -30 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.
9. 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 disposal facilities.
2. This permit shall not relieve the Permittee of their responsibility for damages to groundwater or
surface water resulting from the operation of this facility.
3. 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.
4. Effluent limitations shall not exceed those specified in Attachment A.
5. Application rates, whether hydraulic, nutrient or other pollutant, shall not exceed those specified in
Attachment B.
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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.
7. In accordance with 15A NCAC 02L .0108, the review boundary is established midway between the
compliance boundary and the effluent disposal area. Any exceedance of groundwater standards at the
review boundary shall require action in accordance with 15A NCAC 02L .0106.
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. 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 shalt 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.
11. The facilities permitted herein shall be constructed according to the following setbacks:
a. The setbacks for irrigation sites listed in Attachment B, which were permitted under 15A NCAC
02H .0219, shall be as follows (all distances in feet):
i. Any habitable residence or place of public assembly under separate ownership: 400
ii. 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 the storage and treatment units, which were permitted under 15A NCAC 02H
.0219, shall be as follows (all distances in feet):
i. Any well with exception of monitoring wells:
ii. Any property line:
100
50
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III. OPERATION AND MAINTENANCE REOUIREMENTS
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.
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. The
Permittee shall adhere to an agronomist's recommendations for a proper crop maintenance program,
as well as a proper weed control program.
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. The irrigation system 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 the Mt. Olive Turkey Processing Facility shall be irrigated on the sites listed in
Attachment B. Wash water from the ProRecycle Truck Washing Facility in Wayne County may be
irrigated on the sites listed in Attachment B if approved by in writing by the Division.
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.
11. Diversion or bypassing of untreated or partially treated wastewater from the treatment facilities is
prohibited.
12. Freeboard in the 13 million gallon (MG) aerated lagoon and the 41 MG holding lagoon shall not be
less than two feet at any time.
13. A gauge to monitor waste levels in the hydraulically connected 13 million gallon (MG) aerated
lagoon and the 41 MG holding lagoon shall be provided. This gauge shall be located in the 41 MG
holding lagoon and have readily visible permanent markings 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.
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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.
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 domestic wastewater pretreatment facility, the two
stormwater ponds, the industrial treatment facility and the five surface water sampling stations at the
frequencies and locations for the parameters specified in Attachment A.
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 13 million gallon (MG)
aerated lagoon and the 41 MG holding lagoon shall be 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.
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7. 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.5. and
IV.6.) 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
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.
9. 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.).
10. Monitoring well MW -38 shall be sampled at the frequencies and for the parameters specified in
Attachment C. All mapping, well construction forms, well abandonment forms and monitoring data
shall refer to the permit number and the well nomenclature as provided in Attachment C and Figure 1.
11. For initial sampling of monitoring well MW -38, the Permittee shall submit a Compliance Monitoring
Form (GW -59) and a Well Construction Record Form (GW -1) listing this permit number and the
appropriate monitoring well identification number. Initial Compliance Monitoring Forms (GW -59)
without copies of the Well Construction Record Forms (GW -1) are deemed incomplete, and may be
returned to the Permittee without being processed.
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
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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 possible, 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.
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.
V. INSPECTIONS
1. 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
Permittee 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.
WQ0000884 Version 3.1 Shell Version 101229 Page 8 of 10

VI. GENERAL CONDITIONS
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.
3. 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 NCG010000; 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.
6. The Permittee shall retain a set of Division approved plans and specifications for the life of the
facilities permitted herein.
7. 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 24h day of May 2011
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
olee . Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0000884
WQ0000884 Version 3.1 Shell Version 101229 Page 9 of 10

ATTACHMENT A - LIMITATIONS AND MONITORING REQUIREMENTS Permit Number: WQ0000884 Version: 3.1
PPI 001— Domestic Pretreatment Facility Effluent to Industrial Treatment Facility
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING
REQUIREMENTS
PCs
Parameter Description
Monthly Average
Monthly Geometric
Daily Minimum
Daily Maximum
Measurement
Sample
Code
Mean
Frequency
Type
50050
Flow. in Conduit or thru Treatment Plant
--F—GPD
PD
T77
Monthly
Estimate
11111002 — Eastern Storinwater Pond Effluent to Industrial Treatment Facility
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING
REQUIREMENTS
PCs
Parameter Description
Monthly Average
Monthly Geometric
Daily Minimum
Daily Maximum
Measurement
Sample
Code
Mean
Frequency
Type
50050
Flow. in Conduit or thru Treatment Plant
--]—G
PD
T77
Monthly
Estimate
'
PPI 093 — Western Storinwater Pond Effluent to Industrial Treatment Facility
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING
REQUIREMENTS
PCs
Parameter Description
Monthly Average
Monthly Geometric
Daily Minimum
Daily Maximum
Measurement
Sample
Code
Mean
Frequency
Type
50050
Flow. in Conduit or thru Treatment Plant
GPD
Monthly
Estimate
WQ0000884 Version 3.1 Attachment A Page I of 6

PPI 004 — Industrial WWTF Effluent
EFFLUENT CIIARACTERISTICS
EFFLUENT LIMITS
1lonthly Geometric
Muuthly :werake glean Daily 11i:hinnhnh Dnily Maximum
MONI'T'ORING
REQUIREMENTS
PC5
Code
Parameter Description
Measurement
Frequency
Sample
Type
00310
BUD. 5 -Day (20'C)
mg/L
2 x Month
Grah
00916
Calcium, Total (as Ca)
mg/L
2 x Month
Grab
00680
Carbon,Total Organic (TOC)
mg/L
2 x Month
Grab
00940
Chloride (as Cl)
nig/l,
3 x Year 1
Grab
50060
Chlorhic.Total Residual
mg f,
2 x Month.
5 x Week
Grab
31616
Culilbnn. Fecal MF. NI -FC Broth. 44.5 °C
f!/100 1111.
2 x Month 4
Grab
50050
Flow, in Conduit or thru Treatment Plant
2,000,000
GPD
Continuous
Recorder
110927
Magnesium. Total (as Nlg)
nrg/I.
2 x Month
Grab
00630
Nitrite plus Nitrate Total 1 DET (as N)
mg/L
2 x Month
Grab
110610
Nitrogen. Ammonia Total (as N)
mg/L
2 x Month
Grab
00625
Nitrogen. K.jeIdah1. 1 otal (as N)
ntg/L
2 x Month
Grab
00620
Nitrogen. Nitrate Total (as N)
ntg/L
2 x Month
Grah
00556
Oil Fr Grease
meJl.
su
2 x Month
Grab
00400
pl l
su
2 x Month
5 x Week
Grab
1tQ09
Plant Available Nitrogen
Ing/l.
2 x Month
Calculated
00931
Sodium Adsorption Ratio
ratio
2 x Month
Calculated
00929
Sodium. Total (as Na)
mg/IL
2 x Month
Grab
70300
Solids. Total Dissolved — 180'C
mg/L
3 x Year t
Grab
00530
Solids. Total Suspended
mg/L
2 x Month
Grab
1. Three limes per year (3 x Year) sampling shall be conducted in January. May and Scptcmtier.
2. Two times per month (2 x Month) sampling Wr Total Residual Chlorine (50060) and pit (00400) shall end April 30. 2012.
3. Five times per week (5 x Week) sampling far Total Residual Chlorine (50060) and pl 1 (00400) shall begin May I, 2012.
4. Monthly average for Fecal Colilbmi shall he a geometric mean.
WQ0000L Aersion 3.1 ) Attachment A e 2 oi-6

i
PPI 00.5 — Surface Water Monitoring Station U I
SURFACE NATER CHARACTERISTICS
SURFACE WA'rER LIMITS
MONITORING
REQUIREMENTS
PCS
Code
Parameter Description
Monthly Average
Monthly Geometric
glean
Dail)' Minimum
Daily Maximum
Measurement
Measurement
Sample
Type
00680
Carhop. folal Organic ('FOC)
mg/L
Monlldy
Grab
31616
Colilbrm. Fecal MIF. til -FC Broth. 44.5 °C
#/1110 1111,
Monthly
Grab
1)06111
Nilrogen. Ammonia'fotal (as N)
Ing/L
Monthly
Grab
00625
Nitrogen. KjOdahl. Total (as N)
mg/L
NIC111tlrly
Grab
00620
Nilrogen. Nilrate folal (as N)
mg/I.
Monthly
Grab
01/11111
1)11
su
su
Monthly
Grab
I. Monthly average for Fecal CoIiI win ,,ImII he a geometric mean.
11111 006 — Surface Water Mouitoring Station U2
SURFACE WATER CHARACTERISTICS
SURFACE WATER LIMITS
MONITORING
REQUIREMENTS
PCS
Code
Parameter Description
Monthly Average
monthly Geometric
Mean
Daily Minimum
Daily Maximum
Measurement
Frequency
Sample
Type
00080
Carbon. Twal Organic (TOC)
mg/1'
Monthly
Grab
31616
Colifimn. Fecal ILII-. NI -FC Broth. 44.5 "C
H/Inn ml,
Monlhly
Grab
00610
Nilrogen, Ammonia Total (as N)
mg/L
Monthly
Grab
00625
Nilrogen. Kjeldahl. Tolal (as N)
mg/l.
Monthly
Grab
00620
Ni(rogen. Nitrate "focal (as N)
mg/I,
Monthly
Grab
1111400
1)11
ski
Su
Monthly
Grah
I. Monthly average for Fecal Coliform shall be a geometric mean.
W00000884 Version 3.1 Attachment A Page 3 of 6

11Pl 007 — Surface Water Monitoring Station D3
SURFACE WATER C1IARACTERisTicS
SURFACE WATER LIMITS
MONITORING
REQUIREMENTS
PCS
Code
Parameter Description
Monthly Average
Monthly Geometric
(Hein
Daily Minimum
Daily Maximum
Measurement
Measurement
Sample
Type
00680
Carbon, Total Organic (TOC)
mg/I.
Monthly
Grab
31616
COI ifimn. Fecal MF. M -FC Broth, 44.5'C
H/100 ml,
Monthly,
Grab
00610
Nitrogen, Ammonia Total (as N)
mg/I.
Monthly
Grab
00625
Nitrogen, Kjeldahl. Total (as N)
mg/L
Monthly
Grab
00620
Nitrogen. Nitrate Total (as N)
mg/l.
Monthly
Grab
00400
pll
su
so
Monthly
Grab
I. Monthly average for Fecal Colironn shall be a geometric mean.
11111 008 — Surface Water Monitoring Station D4
SURFACE WATER CIIARACTERISTICS
SURFACE WATER LIMITS
MONITORING
REQUIREMENTS
PCS
Code
Parameter Description
Monthly Average
Monthly Geometric
MonthlyDaily
Minimum
Daily Maximum
Measurement
Frequency
Sample
Type
00680
Carbon. Total Organic (TOC)
mg/1.
Monthly
Grab
31616
Colironn. Fecal MI', M-FCI3roth. 44.5 °C
N/100 mL
Monthly'
Grab
110610
Nitrogen, Ammonia Total (as N)
mg/l,
Monthly
Grab
00625
Nitrogen. Kjeldahl. Total (as N)
nig/l,
Monthly
Grab
8116211
Nitrogen. Nitrate'l'otal (as N)
me/L
Monthly
Grab
00400
pil
su
Sn
Monlldy
Grab
I. Ibionlhly average for Fecal Colilbnn shall be a geometric mean.
W000O06 lersion 3.1 Attachnieut A e 4 orb

PPI 009 — Surface Water Monitoring Station U5
SURFACE WATER CIIARACTERISTICS
SURFACE WATER LIMITS
MONITORING
REQUIREMENTS
PCS
Code
Parameter Description
Monthly Average
Monthly Geometric
Mean
Daily Minimum
Daily Maximum
Measurement
Frequency
Sample
Type
00680
Carbon. Total Organic (TOC)
mg/l,
Monthly
Grab
31616
Colilbnn. Fecal MF. M -FC Broth, 44.5'C
#/100 mL
Monthly
Grab
(10610
Nitrogen. Ammonia Total (as N)
mg/l.
-
Monthly
Grab
00625
Nitrogen. Kjeldahl, Total (as N)
mg/L
Monthly
Grab
00620
Nitrogen, Nitrate Total (as N)
mg/L
Monthly
Grab
r00400
pll
so
su
Monthly
Grab
Monthly average for Fecal Coliforin shall be a geometric mean.
WQ0000884 Version 3.1 Attachment A Page 5 of 6

THIS PAGE -BLANK
WQ0000 ersion 3.1 Attachment A ge 6 of 6

ATTACHMENT B - APPROVED LAND APPLICATION SITES AND LIMITATIONS
Butterball, LLC — Mt. Olive Turkey Processing Facility
Permit Number: WQ0000884 Version: 3.1
IRRIGATION AREA INFORMATION
APPLICATION LIMITATIONS
Field
Owner
County
Latitude
Longitude
Net
Acreage
Dominant Soil Series
Parameter
Hourly
Rate
Yearly
Max
Units
01A'
Butterball. LLC
Duplin
35°(19'(15"
-77°54'30"
26.75
Blantonsand, t l0 6% slopes
01284 — Non -Discharge Application Rate 3
4
50
incites
WQ09 —Plant Available Nitrogen
lbs/ac/yr
01B
Butterball. LLC
Duplin
35009'14"
-77054'49"
74.59
Autryville loamy fine sand, U to 6% slopes
Application Rate'
— Plant Non -Discharge Available
WQ09 —Plant Available Nitrogen 4
WQ09
50
inches
lbs/ac/yr
'
U 1284 — Non -Discharge Application Rate 3
50
inches
0 I C
Butterball, LLC
Duplin
35°U9' 14"
-77°54'31"
11.48
Blanton sand, I l0 6% slopes
WQ09 — Plant Available Nitrogen 4
lbs/ac/yr
02A '
Butterball, LLC
Duplin
35°08'39"
-77°54'22"
18.61
Autryville loamy fine sand, U to 6% slopes
01284 — Non -Discharge Application Rate 3
WQ09 — Plant Available Nitrogen
50
inches
lbs/ac/yr
01284 —Nan -Discharge Application Rate 3
86.8
incites
0213
Bulterball, LLC
Duplin
35°08'49"
-77°54'19"
10.94
Autryville loamy fine sand, 0 to 6% slopes
V1 QU9 —Plant Available Nitrogen 4
lbs/ac/yr
02C i
Butterball, LLC
Duplin
35'08'57"
-77'54'14"9.16
°
Blanton sand, 1 to 6% slopes
01284 — Non -Discharge Application Rate 3
WQ09 — Plant Available Nitrogen °
50
inches
lbs/ac/yr
03 '
Butlerball, LLC
Duplin
35°08'50"
-77°54'30"
15.66
Autryville loamy tine sand, 0 to 6% slopes
01284 — Non -Discharge Application Rate 3
WQ09 — Plant Available Nitrogen
137.2
inches
lbs/ac/yr
05 "
Butterball. LLC
Duplin
35°08'37"
-77°55'10"
18.03
Autryville loamy fine sand, 0 to 6% slopes
W2Q09 — Plant,Avaiarge Npplicatiogen 4n Rate 3
68.8
Ibncites
07
Butterball, LLC
Duplin
35008'24"
-7754'18"
9.57
Autryville Ioanry fine sand, U l0 6% slopes
01284 — Non -Discharge Application Rate 3
4
70.7
inches
WQ09 — Plant Available Nitrogen
lbs/ac/yr
07A
Butterball, LLC
Duplin
35°08'18"
-77°54'21"
6.12
Rains fine sandy loam, U to I% slopes
01284 — Non -Discharge Application Rate 3
WQ09 — Plant Available Nitrogen 4
Min. `
incites
lbs/ac/yr
08A'
Bulterball, LLC
Duplin
35°09'22"
-77°55'26"
30.38
Autryville loamy tine sand, 0 to 6% slopes
01284 —Non -Discharge Application Rate 3
WQ09 — Plant Available Nitrogen
111.3
inches
lbs/ac/yr
08B
Butterball, LLC
Duplin
35'09'33"-77
, 55 18
34.84
°
Autryville loamy line sand, U to 6% slopes
U 1284 — Non -Discharge Application Rate 3
WQ09 — Plant Available Nitrogen °
72.2
incites
lbs/ac/yr
08C
Butlerball, LLC
Duplin
35°09'42"
-7755' 15"
10.75
Blanton sand, I to 6% slopes
U 1284 — Non -Discharge Application Rate 3
WQ09 — Plant Available Nitrogen 4
86.8
inches
lbs/ac/yr
09A '
Butterball, LLC
Duplin
3509'27"
-77°55'42"
30.38
Autryville Ivamy tine sand, U to 6% slopes
01284 — Non -Discharge Applicati< o Rate 3
WQ09 — Plant Available Nitrogen
77.1
incites
lbs/ac/yr
09B -A 1 Z
Butlerball, LLC
Duplin
35009'50"
-77°55'38"
4.25
Blanton sand, I to 6% slopes
01284 — Non -Discharge Application Rate 3
WQ09 — Plant Available Nitrogen4
21.76
1
inches
lbs/ac/yr
09t3 -A2 `
Bulterball, LLC
Duplin
3S°09'50"
-77°55'35"
3.85
Lucy loamy sand, U to 61/6 slopes
01284 — Non -Discharge Application Rate 3
11.5
inches
WQ09 — Plant Available Nitrogen
lbs/ac/yr
0913-111 '`
Butterball, LLC
Duplin
35°09'29"
-77°55'34"
1.75
Autryville loamy line sand, U to 6% slopes
U 1284 — Non -Discharge Application Rate 3
VVQ09 — Plant Available Nitrogen 4
38.8
inches
lbs/ac/yr
WQ0000884 Version 3.1 Attachment B Page 2 of 2

IRRIGATION AREA INFORMATION
APPLICATION LIMITATIONS
Field
Owner
County
Latitude
Longitude
Net
Acreage
Dominant Soil Series
Parameter
Hourly
Rate
Yearly
Max
Units
09B-132
Butterball, LLC
Duplin
35°09'32"
-77°55'34"
11.01
Blanton sand, 1 to 6% slopes
01284 — Non -Discharge Application Rate 3
WQ09 — Plant Available Nitrogen 4
11.5
inches
lbs/ac/yr
09C
Butterball, LLC
Duplin
35°09'54"
-77°55'38"
21.48
Lucy loamy sand, 0 to 6% slopes
01284 — Non -Discharge Application Rate'
WQ09 — Plant Available Nitrogen 4
25
inches
lbs/ac/yr
UA'
Butterball, LLC
Duplin
35°09'23"
-77055'52"
15.19
Autryville loamy fine sand, U to 6% slopes
01284 —Non -Discharge Application Rate 3
WQ09 — Plant Available Nitrogen 4
79.9
inches
lbs/ac/yr
10B
Butterball, LLC
Duplin
35°09'31"
-77°55'53"
31.42
Foreston loamy fine sand, 0 to 2% slopes
01284 —Non -Discharge Application Rate 3
WQ09 — Plant Available Nitrogen
30
inches
lbs/ac/yr
1 UC '
Butterball, LLC
Duplin
35°09'50"
-77°55'45"
19.80
Blanton sand, 1 to 6% slopes
01284 — Non -Discharge Application Rate 3
WQ09 — Plant Available Nitrogen 4
35
inches
lbs/ac/yr
I I
Butterball, LLC
Duplin
35°09'35"
-77°56'13"
26.13
Autryville loamy fine sand, 0 to 6% slopes
01284 — Non -Discharge Application Rate 3
WQ09 — Plant Available Nitrogen 4
32.36
inches
lbs/ac/yr
01284 — Non -Discharge Application Rate 3
6.42
inches
12
Butterball, LLC
Duplin
35°09'45"
-77561 f"
17.78
Autryville loamy fine sand, 0 to 6% slopes
WQ09 — Plant Available Nitrogen
lbs/ac/yr
13
Butterball, LLC
Duplin
35°09'89"
-77°55'49"
23.26
Autryville loamy fine sand, 0 to 6% slopes
01284 — Non -Discharge Application Rate 3
WQ09 —Plant Available Nitrogen
31.42
incites
lbs/ac/yr
Totals
483.18
1. These fields shall be maintained with a cover crop of coastal Bermuda grass over -seeded with small grain or fescue grass.
2. These fields shall be maintained with a cover crop of suitable tree species, such as green ash and bald cypress.
3. The annual hydraulic loading rates approved in this Attachment are based on the hydraulic capacities of the soils as demonstrated in previously approved soil evaluation and hydrogeologic
reports. However, these hydraulic rates do not reflect the Plant Available Nitrogen (PAN) loadings required for crop growth. Accordingly, irrigation shall be conducted such that there is no
exceedance of groundwater standards at the appropriate compliance boundary, as specified in Condition 11.6.
4. The Permittee shall report the amount of PAN applied to each irrigation field listed in this Attachment. These reports shall also include all supplemental fertilizer utilized on any irrigation field.
Al this time. there are no PAN limits associated with these fields; however, this will be addressed as specified in Condition 1.5. as a result of the Phase 11 PAN Study.
5. l lydraulic application rates in this field shall not exceed the minimum amount necessary for crop maintenance.
WQUUUUt. ;,Version 3.1 Attachment B age 2 of 2

ATTACHMENT C — GROUNDWATER MONITORING AND LIMITATIONS
Permit Number: WQ0000884 Version: 3.1
Monitoring wells: MW -21, MW -22, MW -23, MW -24, MW -27, MW -28, MW -29, MW -31, MW -32, MW -33, MW -34, MW -35, MW -36, MW -37 & MW -38
GROUNDWATER CHARACTERISTICS
GROUNDWATER STANDARDS
MONITORING REQUIREMENTS
PCS Code
Parameter Description
Daily Maximum
Frequency Measurement
Sample Type
Footnotes
00680
Carbon, Tot Organic (TOC)
mg/L
3 x Year
Grab
1.4
00940
Chloride (as CI)
250
mg/L
3 x Year
Grab
1.6
31616
Colilbrni, fecal MF, M -FC Broth, 44.5 °C
#/100 mL
3 x Year
Grab
1
00610
Nitrogen, Ammonia Total (as N)
mg/L
3 x Year
Grab
1
00620
Nitrogen, Nitrate Total (as N)
10
tng/L
3 x Year
Grab
1,6
00400
pil
6.5-8.5
su
3 x Year
Grab
1. 2.6
00665
Phosphorus. Total (as P)
mg/L
3 x Year
Grab
1
70300
Solids. Total Dissolved - l80 °C
500
mg/L
3 x Year
Grab
1.6
82546
Water level, distance from measuring point
ft
3 x Year
Calculated
1, 2, 3
1. 3 x Year monitoring shall be conducted in January. May and September.
The measurement of*wmer levels shall be made prior to purging the wells. 1 -he depth to water in each well shall be measured from the surveyed point on the top of the casing. The measurement
of pl I shall be made after purging and prior to sampling for the remaining parameters.
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. II TOC concentrations greater than 111 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 downgradient wells shall be subject to the additional sampling and analysis as described above.
5. Monitoring wells shall lie reported consistent with the nomenclature and location information provided in Figure I and this attachment.
6. An analytical value lbr any naturally occurring substance (including pi l range) that is above, or otherwise beyond the range of the groundwater standard listed in 15A NCAC 021, .0202(g) will
not he considered a violation of the groundwater standard if the value is less than or equal to the analytical value for that substance in the natural groundwater environment, pursuant to 15A
NCAC 02L ,0202(b)(3 ).
wQoo00884 Version 3.1 Attachment C Page I of I

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