WQ0000484_Final Permit_20110111

RCDENR
North Carolina Department of LEnvironment and
Division of Alater Quality
Deveri , Eaves Perdue Coiean f ?. Sullins
Governor D;reoto�
January 11, 2011
SCOTT VARNER - DIRECTOR OF PROCESSING OPERATIONS
MOUNTAERE FARMS OF NORTH CAROLINA CORP.
POST OFFICE Box 339
LUMBER BRIDGE, NORTH CAROLINA 28357
Dear Mr. Varner:
LLI I al I 4s`.. u,- 04--s
Subject: Permit No. WQ0000484
Dee rrenma:,
Secreta,,
Mountaire Farms Processing Plant
Wastewater Irrigation System
Robeson County
In accordance with your permit modification request received November 30, 2010, and
subsequent additional information received December 28, 2010, we are forwarding herewith Permit No.
WQ0000484 dated January 11, 2011, to Mountaire Farms of North Carolina Corp. for the continued
operation of the subject wastewater treatment and irrigation facilities, as well as the construction and
operation of the subject wastewater treatment plant facility modifications.
The modifications to the subject permit are as follows: two new and one relocated feed forward
pumps; a dissolved air floatation (DAF) unit with dissolved air pumps; an advanced pipe flocculator with
a flow meter; an alum tank with one chemical metering pump; four polymer tanks with two chemical
metering pumps.
This permit shall be effective from the date of issuance until April 30, 2017, shall void Permit No.
WQ0000484 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.
Please note the following permit conditions have been removed since the last permit
issuance (Note all cited conditions are from the permit dated May 9, 2009);
Y Condition 1.1. — This condition was removed because monitoring well MW-46 was installed
on August 5, 2008.
Y Condition 1.2. -- This condition was removed because the requested site maps were submitted
on September 12, 2008.
i� Condition 1.3. — This condition was removed because the requested copy of the approved
Erosion and Sedimentation Control Plan was submitted.
r,C -'DER PF-,r- _STE?I 7-7
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Nort-'Karolina

Mr. Scott Varner
January 11, 2011
Page 2 of 4
i' Condition I.4. — This condition has been removed because the listing of updated field
acreages was provided on September 12, 2008. The updated field acreages are shown in
Attachment B.
Condition rV.5.g. — This condition was removed because it is covered under new Conditiot:
IV.15,
Condition IV.5.1a. — This condition was removed because it is covered under old Condition
IV.8. and new Condition IV.9.
v Condition rV.5.k. — This condition was removed because it is covered under old Condition
IVA. and new Condition IVA.
Condition IV.10. — This condition was removed because monitoring well MW-46 was
installed on August 5, 2008.
Please note the following permit conditions, expiration date and attachments have been
modified since the last permit issuance:
Pern-iit Expiration Date — The expiration date has been extended from April 30, 2013 to April
30, 2017 due to Session Laws 2009-406 and 2010-177.
Condition IH.6. This condition has been modified to now require that all irrigation
equipment be tested and calibrated at least once per pennit cycle, instead of once per year.
> Condition Irl.9. — This condition has been expanded to include restricted public access to the
wastewater treatment facilities.
Conditions 111.15. and Ill.16. — These conditions have been clarified to note that the rapid
infiltration basins are part of a groundwater management system for Fields C and F.
Condition IV. I5.e. (i.e., old Condition TV. 16.) — This condition has been amended to require
the Permittee to notify the Fayetteville Regional Office if there is ponding in or runoff from
the irrigation sites.
Attachment A — PPI 001 — Aerated Storage Lagoon Effluent (i.e., old PPI 002): This point
prior to irrigation (PPI) has had the monitoring frequencies for Cadmium. Calcium, Copper,
Lead, Magnesium, Nickel, Sodium, Sodium Adsorption Ratio and Zinc reduced from twice
per month (2 x Month) to monthly. In addition, the sample type for Sodium. Adsorption Ratio
has changed from "composite" to "calculated." Total Percent Solids has been replaced with
Total Dissolved Solids and this new parameter is required to be sampled three times per year
(3 x Year) during April, August and December. Finally, the monitoring frequency for pH has
increased from twice per month (2 x Month) to five times per week (5 x Week).
Attachment B — Based on the site map submitted on September 12, 2008, the acreages for
Fields A, C, I, M2, M5, O, P, W and X2 have decreased. and he acreages for Fields G. J, K,
L, M4, N and Q have increased, resulting in a net loss of approximately 1.8 acres.
? Attachment C —The limit of 10 mg/L for Total Organic Carbon has been removed

Mr. Scott Varner
January 11, 2011
Page 3 of 4
Please note the following permit conditions are new since the last permit issuance:
➢ Condition I.1. — This condition requires that a certification from a North Carolina
Professional Engineer be submitted in accordance with 15A NCAC 02T .0116, thus verifying
the permitted modifications have been installed in compliance with this permit, Division
approved plans and specifications, and other supporting documentation.
Condition 1.2. — This condition requires that the Fayetteville Regional Office be notified at
least 48 hours in advance of operation of the installed facility modifications so that an in -
place inspection can be made.
Condition II.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 .0107ft
therefore, this condition is intended to voice this rule.
➢ Condition II.II.c. — This condition includes the 15A NCAC 02T .0506(b) setback
requirements for the permitted modifications to the wastewater treatment facility.
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 the facilities in this permit may not be expanded if
the Permittee exemplifies any of the criteria in 15A NCAC 02T .0120(b).

Mr. Scott Varner
January 11, 2011
Page 4 of 4
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 matter, please contact Nathaniel Thornburg at [phone] or
nathaniel.thomburL,ca�ncdenr.aoz-.
Sincerely,
.1�, Aol AnH. Sullins
cc: Robeson County Health Department
Fayetteville Regional Office, Aquifer Protection Section
Walter T. Wilson. PE — Wilson & Lvsiak. Inc.
Technical Assistance and Certification Unit
Permit File WQ0000484
Notebook Pile WQ0000484

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, Ruies and Regulations
PERMISSION IS HEREBY GRANTED TO
Mountaire Farms of North Carolina Corp.
Robeson County
operation of a 2,550,000 gallon per day (GPD) wastewater treatment and irrigation facility based on a
seven day weekly average consisting of:
continued operation of an industrial wastewater treatment plant consisting of. rotary screens; a flow
equalization basin with a floating aerator; a feed forward pump station with three 600 gallon per minute
(GPM) feed forward pump and associated high-water alarms; three 800 GPM dissolved air floatation
(DAF) units with a nitrogen removal system and clarifier (Soria Treatment System); a 19.79 million
gallon (MG) 30 millimeter (mm) synthetically lined aerated storage lagoon with four aerators and 1.18
MG of permanent storage; chlorine disinfection; and all necessary pipes, pumps, valves and
appurtenances; the
continued operation of a 40,000 GPD domestic wastewater treatment plant; and all necessary pipes,
pumps, valves and appurtenances; the
continued operation of a wastewater irrigation system consisting of: a spray irrigation pumping station
with three vertical turbine pumps serving 17 center pivot and solid set irrigation fields (Fields A through
M5) with a wetted area of 271.4 acres; two 1,000 GPM vertical turbine spray irrigation pumps serving 15
center pivot and solid set irrigation fields (Fields N through Z) with a wetted area of 266.5 acres for a
cumulative area of 537.8 acres (Fields A through Z); and all necessary pipes, pumps, valves and
appurtenances; the
continued operation of a groundwater management system consisting of 493 linear feet of 8-inch gravity
sewer; a 225 GPM pump station (Field C) with duplex pumps, high water alarms, manual power transfer
switch and an emergency generator hookup, and approximately 3,670 linear feet of 6-inch force main; a
35 GPM pump station (Field F) with duplex pumps, high water- alarms, manual power transfer switch and
an emergency generator hookup; five 22,500 square foot (ft'-) infiltration basins; and all necessary pipes,
PUMPS, valves, and appurtenances; and the
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construction and operation of: a feed forward pump station with two new 1.200 GPM and one relocated
2,400 GPM feed forward pumps and associated high-water alarms; a 2,400 GPM DAF unit with two 280
cubic foot per minute (CFM) dissolved air pumps; a 2,400 GPM advanced pipe flocculator with a flow
meter; one 6,000 gallon alum tank with one 25 gallon per hour (GPH) chemical metering pump; four
2,500 gallon polymer tanks with two 25 GPH chemical metering pumps; and all necessary pipes, pumps,
valves, and appurtenances
to serve the Mountaire Farms Processing Plant in Lumber Bridge, with no discharge of wastes to surface
waters, pursuant to the application received November 30, 2010, and subsequent additional information
received 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, 2017, shall void Permit No.
WQ0000484 issued May 9, 2008, and shall be subject to the following specified conditions and
limitations:
I. SCHEDULES
In accordance with 15A NCAC 02T .0116, upon completion of construction and prior to operation of
the permitted facility modifications, a certification (attached) shall be submitted from a licensed
North Carolina Professional Engineer certifying that the permitted facility modifications have been
installed in accordance with this permit, Division approved plans and specifications, and other
supporting documentation, including the location of all monitoring wells as applicable. If this project
is to be completed in phases andpartially-,certified the Permittee shall retain the res-ponsibility to
track further construction approved under the same permit, and shall provide a final certificate of
completion once the entire -project has been complete . Mail the Certification to the Division of
Water Quality, Aquifer Protection Section, 1636 Mail Service Center, Raleigh, NC 27699-1636.
2. The Fayetteville Regional Office, telephone number [phone], shall be notified at least 48
hours in advance (excluding weekends and holidays) of operation of the installed facilities such that
an in -place inspection can be made. 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.
No later than six months prior to the expiration of this permit, the Permittec 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.
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H. PERFORMANCE STANDARDS
l . 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.
6. 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.
S. 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 shall execute and file with the
Robeson 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(0(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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11. The facilities permitted herein shall be constructed according to the following setbacks:
a. The setbacks for irrigation sites permitted prior to September 1, 2006 shall be as follows (all
distances in feet):
i. Any habitable residence or place of public assembly under separate ownership: 400
I 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 September 1, 2006 shall be as
follows (all distances in feet):
i. Any well with exception of monitoring wells:
ii. Any property line:
100
50
c. The setbacks for storage and treatment units (e.g., 2,400 GPM DAF unit, advanced pipe
flocculator, alum tank, polymer tanks, etc.) permitted January 11, 2011 shall be as follows (all
distances in feet):
i. Any habitable residence or place of public assembly under separate ownership: 100
ii. Any private or public water supply source: 100
iii. Surface waters: 50
iv. Any well with exception of monitoring wells: 100
v. Any property line: 50
III. 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. AlI 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.
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7. Only effluent from Mountaire Processing Plant in Lumber Bride 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 Pennittee 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.
I I Freeboard in the aerated storage lagoon shall not be less than two feet at any time.
13. A gauge to monitor waste levels in the aerated storage lagoon shall be provided. This gauge shall
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.
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. The application of chemicals to the Fields C and F groundwater management system rapid infiltration
basins is expressly prohibited.
16. The Fields C and F groundwater management system rapid infiltration basins shall be operated and
maintained to prevent the bed surfaces from becoming sealed and established with vegetative growth.
The rapid infiltration basin bed surfaces shall be kept free of vegetative growth at all times.
Vegetation shall be removed manually so that minimal disturbance will occur. The basin beds shall
be raked a minimum of once per month.
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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 and surface water monitoring point
SW -I 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 aerated storage 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.
7. Three copies of all monitoring data (as specified in Conditions rV.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
N.6.) on Form NDAR-1 for every site in Attaclunent 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:
4 Division of Water Quality
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
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8. 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 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 mapping,_well construction fonns, 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. 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
12. An annual representative soils analysis (i.e., Standard Soil Fertility Analysis) shall be conducted on
each irrigation site listed in Attacl mment 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
pH I
Base Saturation (by calculation)
Lead'
Phosphorus
Cadmium
Magnesium
Potassium
Calcium
Manganese
i Sodium
Cation Exchange Capacity
Nickel '
Zinc
Copper
I Percent Humic Matter
Cadmium, Lead and Nickel shall be sampled once per permit cycle and a licensed soil scientist shall submit
these results accompanied by a report to determine site soil efficiency.
13. A licensed agronomist shall perform surface and deep penetrating aeration maintenance on an as -
needed basis for all irrigation sites listed in Attachment B.
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14. Scheduled maintenance of the irrigation sites listed in Attachment B shall be performed as needed.
Maintenance shall include actions to ensure that effluent ponding and runoff does not occur and shall
include an annual report by an agronomist or agricultural expert concerning crops and operation for
the upcoming year. This written report shall be submitted to the Fayetteville Regional Office,
Aquifer Protection Section Supervisor, 225 Green Street, Suite 714, Fayetteville, NC 28301.
15. Noncompliance Notification:
The Permittee shall report by telephone to the Fayetteville Regional Office, telephone number (910)
433-3300, 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.
N'. INSPECTIONS
1. The Permittee shall provide adequate inspection and maintenance to ensure proper operation of the
wastewater treatment and disposal facilities.
2. The Permittee or their designee shall inspect the wastewater treatment and disposal 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 disposal 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.
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VI. GENERAL CONDITIONS
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 NCG010000; any requirements pertaining: to wetlands wader
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 forinal
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.
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 .010501.
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 11 "' day of January 2011
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
r
-- / Ac=
r C een 116%llins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0000484
WQ0000484 Version 3.1 Shell `version 101229 Pa-e 9 of 10

Permit No, WQ0000484 Wastewater Irrigation. System
Mountaire Farms of North Carolina Corp. January 11, 2011
Mountaire Farms Processing Plant Robeson County
ENGINEERING CERTIFICA'TIO'N
❑ Partial ❑ Final
In accordance with 15A NCAC 02T .0116, 1,
as a duly registered Professional Engineer in the State of North Carolina, having the Permittee's
authorization to Elperiodically ❑ weekly Elfully 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:
Professional Engineer's Name
Engineering Firm
Mailing Address
City State Zip
Telephone E-mail NC PE Seal. Signature & Date
THE COMPLETED ENGINEERING CERTIFICATION, INCLUDING ALL SUPPORTING
INFORMATION AND MATERIALS, SHALL BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
AQUIFER PROTECTION SECTION
LAND APPLICATION UNIT
By U.S. Postal Service: By Courier/SPecial Deliverv:
1636 MAIL SERVICE CENTER 2728 CAPITAL BOULEVARD
RALEIGH, NORTH CAROLINA 27699-1636 RALEIGH, NORTH CAROLINA 27604
WQ0000484 Version 3.1 She]] Versioll 101229 Page 10 of 10

ATTACI1MENT A - LIMITATIONS AND MONITORING REQUIREMENTS
PPI 001 — Aerated Storage Lagoon Effluent
Permit Number: WQ0000484 Version: 3.1
FFFLUENT CHARACTERISTICS
EFFLUENT I., HITS
MONITORING
REQUIREMENTS
PCS
Code
00310
F'arametrt' Description
lblontitly / Weekly
Average
Monthly Geoinetrie
Month
Mean
?)oi ly Minimum
Uaiiy Maximum
Measurement
Measurement
Sample
Type
lMD, 5-l)ay (20 "C)
mgil,
2 x Month
Composite
01027
Cadmium. Total (as (7d)
ing`l,
Monthly
Composite
00916
Calcium. Dotal (as ('a)
mg:'!,
--- —
Monthly
Composite
31616
C`olilorni. fecal KIl'. h1-FC Bi-oth. •1-1.5 °C
#i 100 ml..
2 x Month
Monthly
Grab
Composite
0 10 12
Copper. Total (as Cu)
tngrl.,
5005t1
Flow- in Conduit or thru Treatment Plant
2,550,000'
(jilt)
Continuous
Recorder
(11051
Lead. Tolal (as 1111)
ltig%1,
N-RI111111y
Composite
00927
Magnesnnn• IolaI fas Mg)
1ng`1.
Monthly
Composite
01067
Nickel.A otal (as N)
mg/I,
Monthly
C'otnposile
001i l0
Nitrogen, Ainnionia Mal (as N)
tng/l,
2 x Month
Colnposlte
00625
Nitrogen- Kjeldahl,'Total (as N)
InglL
2 x Month
Composite
00620
Nitrogen. Nilratc Total (as N)
mg/l.
2 x 1ldonih
Composite
00.100
p[l
su
5 x Week
Grab
00665
Phosphorus, Total (m 11)
Ing'l,
2 x Month
Colnposlte'
NVQ09
Plant Available Nitrogen
nig'I.
2 x Month
Calculated
00931
Sodium Adsorption Ratio
ratio
Mon(111y
Calculated
00929
Sodium. Tolal (as Na)
1ng'la
Monthly
Composite
70300
Solids.Total Dissolved - 180 T
mg!!.,
3 x Year'
Composite
00530
Solids,'total Suspended
mg/l,
2 x Montle
Composite
01092 1
Zinc. Total (as Z.n)
nlgll,
hlonthly
Conlposile
1. Monthly average tier Decal Coliform shall be a geometric mean.
2. The [lovv limit of 2.55 million gallons per clay (MGD) shall be based upon a seven daj- weekly average.
3. 3 x Year sampling shall be conducted during April, August and December.
WQ0000484 Version 3.1 Attachment A Page I oft

PPI 002 — Industrial WWTP Effluent
MONITORING
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
REQUIREMENTS
PCS
Code
Parameter Description
Weekly Average
Monthly Geometric
Mean
Deily Minimum
Daily Rlaximun'
Measurement
Frequency
Sample
Type
50050
Flow, in Conduil or 11iru Treatment Plant
2,550,000E
GPD
Continuous
Recording
1. The flow limil of2.55 million gallons per day (N1GD) shall be based upon a seven clay weekly average,
PPI 003 -- Domestic '4'4"`'4'TP Effluent
MONITORING
EFFLUENT CHARACTERISTICS
EFFLUENT LIRI ITS
REQUIREMENTS
PC5
Parameter Description
Monthly Average
Monthly Geometric
Mean
Daily Minimum
Daily RI Exirn'to'
Measurement
Frequency
Sample
Type
Code
50050
11ow. in Conduit or tbro Treatment Plant
---
-
40,000
0111)
Cantinuous
Recording
PPI 004 — Surface Water Monitoring Station SW-1
MONITORING
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
REQUIREMENTS
PC5
Parameter Description
Monthly Average
Rlonthlr• Geometric
I�1eaEi
Daily Minimum
I3ni1V �IaCi[I311n1
Measurement
Frequency
Sample
Type
Code
00620
Nitrogen. Nitrate 'Total (as N)
EngfL
Nionthly
Grab
WQ0000, 'ersion 3.1 Attachment A e 2 oF2

ATTACHMENT B - APPROVED LAND APPLICATION SITES AND LIMITATIONS Permit Number: `VQ0000484 Version: 3.1
Mou Wake Fartns of North Carolirra Corp. — Mountaire Fames Processing Plant
IRRIGATION AREA INFORMATION
APPLICATION LIMITATIONS
Field
Owner
Count}
Latitude
Longitude
Net
Dominant
Parameter
Ilourly
'early
Units_
Acreage
Soil Series
Rate
Max
A
MOUntaire ]arras of'Nortlr Carolina Corp.
Robeson
3•1" 52' 20"
-79"06' 26"
8.20
Pocalla loamy
U1284 - Non Non -Discharge Application Rate
78
inches
sand, 0 to 3 = o
WQ09 - Plant Available Nitrogen
350
lbs/acre
11
h9ounlaire I-annsol'North Carolina Corp.
Robeson
34"52' 22"
-79"06' 33"
6.75
Wakulla sand, 0
Ot284 -Non-Discharge Application Rate
78
incltes
to 60,o
W'Q09- Plant Available Nitrogen
350
lbs/acre
Wagraw loamy
01284-Non-Discharge Application Rate
78
inches
C
Mountaire ]arms ol'North Carolina Corp.
P
Robeson
34'52' 18"
-79'06' 10"
29.99
sand, 0 to 60116
WQ09 - Plant Available Nitrogen
350
lbs/acre
W°akulla sand. 0
01284 - Non -Discharge Application Rate
78
inches
I)
Niountaire Farnrs of"Norlh Carolina Corp.
Robeson
34'52' 28"
-79"06' 42"
3.50
to 6"o
WQ09 -Plant Available Nitrogen
350
lbslacre
--li
W'akulla .sand. 0
01284 -- Non -Discharge Application Rate
91
inches
htounlaire farms ol'North Carolina Corp.
Robeson
34" 52' 36"
-79^06' 48"
4.70
to 61,10
WQ09 - Plant Available Nitrogen
350
lbs/acre
Wagram loamy
01284 - Non -Discharge Application Rate
78
inches
]
Mounlaire Farms ol'North Carolina Corp.
Robeson
34' 52' 3O"
-79"06' 23"
26.53
sand. 0 to 6.o
WQ09 -Plant Available Nitrogen
350
lbs/acre
Wagram loamy
01284 - Non -Discharge Application Rate
91
inches
G
htnuntaire Farms of North Carolina Corp.
Robeson
34' 52' 45"
-79"06' 36"
47.79
sand, 0 to 6,o
WQ09 - Plant Available Nitrogen
350
lbslacre
Wagram loaniv
01284 -- Non-Uisuharge Applications state
91
incltes
I l
Rlowitaire Farms oFNortli Carolina Corp.
Robeson
34'52' 43"
-79"06' 16"
14.19
sand, 0 to 6%
WQ09 - Plant Available Nitrogen
350
lbs/acre
I
hlornttaire ]arms of -North Carolina Corp.
P
Robeson
34"52' 39"
-79"06' 30"
13.58
- WakuIlasand, 0
01284-Non-Discharge Application Rate
91
inches
to 6%
WQ09 - Plant Available Nitrogen
350
lbslacre
Wagram loamy
01284 -- Non -Discharge Application Rate
91
inches
J
Mountaire ]ararts of North Carolina Corp.
Robeson
3=I" 53' U7"
-79"07' 05"
58.26
sand, 0 to 6.o
WQ09 - Plant Available Nitrogen
350
lbslacre
Lakeland sand. U
01284 --Non-Discharge Application Rate
91
inches
K
Mountaire ]arms of North Carolina Corp.
Robeson
34'53' 17"
-79'06' 56"
9.86
to 6%
WQ09 - Plant Available Nitrogen
350
lbs/acre
1,
Mountaire Farms ol'Norlh Carolina Corp.
Robeson
34'53' 18"
-79"06' 44"
24.94
Lakeland sand. 0
01284 -Non-Dischwrge Application Rate
91
incltes
to 6%
WQ09 - Plant Available Nitrogen
350
lbs/acre
-North
Pocalla loamy
01284 - Non -Discharge Application Rate
91
inches
MI
Mourtlaire Farms of Carolina Corp.
Robeson
34"52' 07"
-79'06' 27"
0.60
sand, 0 to 3 ro
WQ09 - Plant Available Nitrogen
350
lbs/acre
tv12
1vlounlairc Farms a[ Nar[h Carolina Corp.
Robeson
34'53' 17"
-79"0T 04"
1.10
W'akufla sand, 0
01284-Non-Discharge Application Rate
91
inches
to 61N
WQ09-Plant Available Nitrogen
350
lbslacre
h13
Mountaire I arnts oPNorth Carolina Corp.
Robeson
34'53' i I"
-79"06' S3"
1.23
Pocalla loamy
U1284-Non-Discharge Application Rate
91
incltessand,
0 to 30,6
WQ09 - Plant Available Nitrogen
350
lbs/acre
M4
Mountaire Farms uTNorth Carolina Corp.
Robeson
34'52' 55"
-79'07' 05"
5-52
WakuIlaosand. 0
0 1294 -- Non -Discharge Application Rate
91
inches
to 6%
WQ09 - Plant Available Nitrogen
350
Ibs/acre
Goldsboro loamy
01284 -Non-Discharge Application [tale
52
incltes
M5
Mountaire Farms of North Carolina Corp.
p
Robeson
34"S3' 2U"
79"06' 32"
14.62
sand, 0 to 2%
WQ09 - Platrt Available Nitrogen
350
lbslacre
WQ0000484 Version -1.1 Attachment D Page I of 2

IRRIGATION AREA INFORMATION
APPLICATION LiMITATIONS
Field
Otivnev
County
Latitude
Longitude
Net
Dominant
Parameter
Hourly
Yearly
Units
Acreage
Soil Series
Rate
Max
N
Mountaire Farno.s ol'North Carolina Corp.
Robeson
34°52' 18"
-79"07' [8"
78.87
Pocalla loamy
01284- Non -Discharge Application Rate
0.6
86
inches
sand. 0 to 3 .o
WQ09 - Plant Available Nitrogen
350
lbs/acre
0
Mountaire Farms o1'Norai Carolina Corp.
Robeson
34" 52' 02"
-79"07' 25"
19.89
Norfolk loamy
01284-Non-Discharge Application Rate
0.6
86
inches
sand, 0 to 2,6
WQ09-P[ant Available Nitrogen
350
lbs/acre
Wagram loamy
01294 - Non -Discharge Application Rate
0.6
86
inches
P
N'fountaire Farms of Norili Carolina Corp.�'
obeson
34° 51' 56"
-79"07' 15"
28.64
sand, 0 to 6%
WQ09 - Plant Available Nitrogen
350
lbs/acre
Wagram loamy
01284 -Non-Discharge Application Rate
0.6
86
inches
Q
Moantaire Farms o1'North Carolinas Corp.
Robeson
34"51' 47"
-79°07' 00"
23.80
sand, 0 to 61.''o
WQ09 - Plant Available Nitrogen
350
Ibs/acre
Pocalla loamy
01284 - Non -Discharge Application Rate
0.6
86
inches
R
Mountaire Farms of North Carolina Corp.
P
Robeson
34"51' 5 t"
-79' 06' 53"
19.16
sand. 0 to 3%
WQ09 - Plant Available Nitrogen
350
lbs/acre
Wakulla sand, 0
01284 - Nun -Discharge Application Rate
0.6
86
inches
S
11Rountaire farms al'North Carolina Corp.
Robeson
34"52' 41"
-79"UT 2G'
12.74
to &N
WQ09- Plant Available Nitrogen
350
lbs/acre
Wagram loamy
01284-Non-Discharge Application Rate
0.6
86
inches
f
Mountaire Farms ol'North Carolina Corp.
Robeson
34"52' 31"
-79°07' 24"
6.25
sand, 0 to 61Na
WQ09 --Plant Available Nitrogen
350
lbs/acre
Wagram manly
01284 - Non -Discharge Application Rate
0.6
86
inches
I I
Nlountaire Farms of North Carolina Corp.
Robeson
34" 52' 12"
-79"07' 27"
3.65
sand. 0 to 6 iu
WQ09 - Plant Available Nitrogen
350
lbs/acre
L1'akulla sand. 0
01284 - Non -Discharge Application Rate
0.6
86
inches
V I
Mountaire Par ms of North Carolina Corp.
Robeson
34" 52' 07"
79°07' 0$"
7.75
to 6%
WQ09 - Plant Available Nitrogen
350
lbs/acre
WakuIla 0
01284 - Non -Discharge Application Rate
0.6
86
inches
V2
Moantaire Darns of North Carolina Corp.
Robeson
34"52' 08"
-79" 06' 58"
6.95
sand.
to 6%
WQ09 -- Plant Available Nitrogen
350
lbs/acre
Wagraniloavny
01284-Non-Discharge Application Rate
0.6
86
inclies
16'
Nlounlaircl'almsofNorth C'arolinat`orp.
Robeson
34"51'59"
-79"(17'02"
11.09
sand, U to 6%
WQ09 - Plant Available Nitrogen
350
lbs/acre
Norfolk loarary
01284 -Nnn-Discharge Application Rate
0.6
86
inches
X I
Nlountaire farms cif North Carolina Corp.
Robeson
34"51' 30"
-79'06' 06"
25.83
sand, 0 to 2.o
WQ09 -- Plant Available Nitrogen
350
lbs/acre
Wakulla sand. 0
01284 - Non -Discharge Application Rate
0.6
86
inches
X2
N4onntaire Paroos of North Carolina Corp.
Robeson
34" 5 i' 18"
-79" 07' 00"
11.55
to 6:o
WQ09 -- Plant Available Nitrogen
350
lbs/acre
Norfolk loamy
0128.1-Nan-Discharge Application Rate
0.6
86
inches
Y
Nlouiit:sire Farms of North Carolina Corp.
Robeson
34"51' 39"
-79"06' 49"
3.21
sand, 0 to 2114)
WQ09 - Plant Available Nitrogen
350
lbs/acre
_
V4'agram loamy
01284 - Non -Discharge Application Rate
0.6
86
inches
7.
Mountaire Farms ol'Nortli Carolina Corp.
Robeson
34" 51' 27"
-79"06' 46"
7.10
sand. 0 to 6% 1
WQ09 - Plant Available Nitrogen
350
lbs/acre
Totals
]_F537.8
WQ00004 'ersion 3.1 Attachment E3 - ;age 2 of

ATTACHMENT C — GROUNDWATER MONITORING AND LIMITATIONS Permit Number: WQ0000484 Version: 3.1
Monitoring -%veils: MW-8, MW-14, MW-15, MW-16, AIW-17, MW-18, MW-19, MW-20, MW-24, MW-25, MW-26, MW-27, MW-28, MW-29, MW-31,
MW-32, MW-33, Mai'-34, MW-35, MW-36, MW-37, MW-38, MW-39, MW-40, MW-41, MW-42, MW-43, MW-44, NIW-45 & MW-46
GROUNDWATER CHARACTERISTiCS
GROUNDWATER STANDARDS
MONITORING REQUIREMENT'S
PCS Code
Parameter Description
Daily Maximum
Frequency Measurement
Sample Type
Footnotes
00630
C'arlion, rol (Organic (TOC)
mg/l,
3 x Year
Grab
1.6
31616
Colifornr_ Fecal N1F. 10-FC Broll3. 44.5 "C
#/100 mL
3 x Year
Grab
1
00610
Nitrogen. Ainnionia Total (as N)
mg/L
3 x Year
Grab
00620
Nitrogen, Nitrate Total (as N)
10
tng/L
3 x Year
Grab
I
00-100
pf I
4,2 - 8.5
su
3 x Year
Gruh
1,2
70300
Solids. Total Dissolved - 180 °C.
500
mg/L
3 x Year
{,rah
I
78732
Volatile Organic Compounds ((iC NIS)
Presence: Y/N
Annual
Crab
1. 4. 5
825,16
NVater level. distance from measuring point
R
3 x Year
Calculated
1. 2. 3
1. 3 x Year rnonitoring shall be conducted in April_ August &. December: Annual monitoring shall be conducted every December.
2. J lie measurement or water- levels shalf be made prior to purging the 1vells. The depth to water in each well shall be rneasurecl Rom the sarrveycd point on the lop of the casing. The measurement
of pl i shall be made afier Purging and prior to sampling lbr the remaining parameters_
3. The measuring points (top of well casing) of all monitoring veils sliall be sui-ve) ed to provide the relative elevation of the measuring point for each monitoring well, 'lire measuring points (top
of casing) of all monitoring «ells .shall he surveyed relative to a common datum.
4. Volatile Organic Compounds (VOC) - In December only, analyze by one of the following methods:
a. Standard Method 62301), f1Ql. at 0.5 µg/l, or less
b. Standard Method 62101), PQL at 0.5 1tg11. or less
C. 1;PA Method 3021. Low Concentration, PQL at 0.5 pg/I. or less
d. EPA Method 8260, Low Concentration. PQI_ at 0.5 pt 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 he DA'Q certified to run any method used.
b. The method used must- at a ntinirnum. include all the constituents listed in '['able Vlll or Standard Method 62301).
c. The method used must provide a PQL of 0.5 µg/l, or less that must he supported by laboratory proficiency studies as required by the Ml'Q Laboratory Certification Unit. Any constituents
detected above the NIDL but below the PQI, of 0.5 µg/L must be qualified (estimated) and reported.
[r any volatile organic compounds (VOC) are detected as a result of tnonitoring as provided in Attachment C. then the Fayetteville Regional Office Aquifer Protection Supervisor, telephone
number [phone]. shall be contacted immediately for Further instructions regarding any additional lbilow-up analyses required.
6. I FOC' concentrations greater than 10 mg/I are detected in any doivngradient monitoring %yell. additional sampling and atlalrsis utust he conducted to idenlify the intiividual constituents
comprising this MC concentration. If the i OC concentration as measured in the background monitor well exceeds 10 rug/1, this concentration will be taken to represent the naturally occurring
TO(' concentration. Any exceedances of this naturally occurring I'OC concentration in [he downgradient wells shall be subject to the additional sampling and analysis as described above.
7. Monitoring wells shall he reported consistent With the nomenclature and localion inlorniation provided in Figure I and this attachment.
WQ0000484 Version 3.1 Attachment C Page I of 1

J

v4 ® E]o+ 7NA — fYa
- ioeea n�F fvat
Exisl'fNG MONITORING WELLS
38 Q u 34 52"ZS-
W 79 07' 423-
39 Q F+ 34 51'535-
w 79 07. 261-
40 ®14 34 57'145'
w 19 07' 490'
41 919 74 51'081'
w 79 07' 4-1
42 t] 34 52'041'
vl 79 06' 894'
43 F! 34 51'450'
W 79 07' fA6'
44 Q N .34 SVV36"
w 19 06' "5-
45 Q 11 31 SI'591'
w 79 06' 749'
LEGENp
1 I �
u j —L.1.I
F
MD
41,
-
__ j� .�r. ^�
-�nP[*•m nr°rt nnoma
-^—f'--- ,>a"'w.m .,o�
IS
M.0 •I.0 yp�(�iuH[ •A1n6-
"'____ wn2
{ rr �n y.e.v, nnra-
f
-
seun
.rr a
FIGURE 2
INIOUNTAIRE I+A"IS OF NC, INC.
SPRAY IRRIGATION SYSTEM
ROBESON COUNTY
W 0000484
SITE DETAIL MAP
SHEET NO.
3
nc ne< ua�va

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,
R� s
� p•
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Jun 18, 2008 3 52 2,€_:00",N7- s7 W e ev 187 tt x_Eve 61t 1450 It `

Figure 3 — Directional Ma
W 0000484
17269 NC Hwy 71 N, Lumber Bridge, NC 28357
Mauntaire Farms of North Carolina Co .
Latitude: 34.8692'
,1 Mountaire Farms Processing Plant
Longitude:-79.1075"
N
'rt
m
1-
e
LLImber
B-tdgE
7q
- �� Rex

Fi ure 4 — To o ra h'c Ma
WQ0000484
17269 NC Hwy 71 N, Lumber Bridge, NC 28357
Mountaire Farms of North Carolina Corp.
Latitude: 34.8692"
Mountaire Farms Processing Plant
Longitude- -79.1075'
t •!N ir y'g 65 479'S'
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