WQ0003626_Final Permit_20130731

A&
NCDEN
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Thomas A. Reeder
Governor Acting Director
July 31, 2013
MICHAEL MILLER -- SENIOR DIRECTOR OF OPERATIONS
CAMPBELL SOUP SUPPLY COMPANY, LLC
2120 NC HWY 71 N
MAXTON, NORTH CAROLINA 28364-9433
Dear Mr. Miller:
John E. Skvarla, III
Secretary
UA 000 31(A01
Subject: Permit No. (f}03626
Maxton Plant & Silgan Can
Company WWTP
Wastewater Irrigation System
Robeson. County
In accordance with your permit major modification request received May 14, 2013, and
subsequent additional information received July 10, 2013, we are forwarding herewith Permit No.
WQ003626 dated July 31, 2013, to Campbell Soup Supply Company, LLC for the construction and
operation of the newly permitted effluent storage facilities, as well as the continued operation of the
existing wastewater treatment and irrigation facilities.
The modifications to the subject permit are as follows: the construction and operation of a 3.87
million gallon (MG) and a 26.26 MG storage lagoon; an associated pump station; and the abandonment of
Field B to accommodate the two new lagoons. Once the Permittee has selected a contractor, and a notice
to process has been issued, please contact the Fayetteville Regional Office, telephone number (910) 433-
3300, so that site visits can be planned during the construction phases.
This permit shall be effective from the date of issuance until April 30, 2018, shall void Permit No,
WQ0003626 Issued October 22, 2010, and shall be subject to the conditioNs and limitations as specified
therein. Please pay particular attention to the monitoring requirements listed in Attachments A, B and C
for they may differ from the previous permit issuance. Failure to establish an adequate system for
collecting and maintaining the required operational information shall result in future compliance
problems.
For your convenience, customized electronic copies of your facility's NDMR, NDMLR and
NDAR-1 reporting forms are available for download at:
htt :/f ortal.ncdenr.or weblw fa s/lau/re ort' .
AQUIFER PROTECTION SECTION
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Location: 512 N. Salisbury St, Raleigh, North Carolina 27604
Phone: 91M07-64641 FAX: [phone]
Internet: www.ncwate€quaiiN org
Nne
orthCarolina
An Equal opportunity l Arfirmalive Action Employer

Mr. Michael Miller
July 31, 2013
Page 2 of 2
Please note the following permit conditions are new since the last permit issuance:
➢
Condition 1.3. — This condition requires the Permittee to contact the Fayetteville Regional
Office to approve the location of monitoring well MW-3A prior to its installation. This
condition also requires that monitoring well MW-3 be installed prior to the operation of the
26.26 million gallon (MG) synthetically lined storage lagoon.
➢
Condition I.S. — This condition requires that the Permittee properly abandon monitoring well
MW-3 prior to commencing construction on the western berm of the 26.26 million gallon
(MG) synthetically lined lagoon.
➢
Condition 111.12, — The condition requires the Permittee to maintain at least a two foot
freeboard in the two new storage lagoons at all times.
➢
Condition 111.13. — This condition requires that the Permittee install gauges in the two new
storage lagoons in order to monitor waste levels.
➢
Condition 1114. — This condition requires the Permittee to establish and maintain a
protective vegetative cover on the earthen embankments of the two new storage lagoons.
D
Condition TV.6. — This condition requires the Permittee to perform weekly freeboard
measurements of the two new storage lagoons.
➢
Condition IV.12. — This condition requires the Permittee to submit a Well Construction
Record Form for monitoring well MW-3A.
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 permt, please contact Nathaniel Thornburg at (919) 807--6453 or
nathaniel.thornburg@ncdenr. gov.
Sincerely,
hon4�as A. Reeder
cc: Robeson County Health Department
Fayetteville Regional Office, Aquifer Protection Section
Daniel B. Wilkinson, PE — Dewberry Engineers, Inc.
Beth Buffington, Aquifer Protection Section
Permit File WQ0003626
Notebook File WQ0003626

NORTH CAROLINA
ENWRONMENTAL 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
Campbell Soup Supply Company, LLC
Robeson County
FOR THE
operation of a 4,000,000 gallon per day (GPD) wastewater treatment and irrigation facility consisting of
the:
Phase I construction and operation of a 3.87 million gallon (MG) synthetically lined storage lagoon; a
pump station with two 800 gallon per minute (GPM) centrifugal pumps and audible/visual high-water
alarms; and all associated piping, valves, controls and appurtenances; the
Phase 11 construction and operation of: a 26.26 MG synthetically lined storage lagoon; and all associated
piping, valves, controls and appurtenances; the
continued operation and subsequent abandonment of. approximately 0.57 acres of Field B during the
Phase I construction; and total abandonment of Field B during the Phase II construction; the
temporary abandonment of approximately-0.98 acres of irrigation area in Field A during the construction
of Phases I and II; the i
continued operation of a wastewater treatment facility consisting of: a ParshalI flume with a flow
recorder/totalizer; a mechanical bar screen; a lime slurry system for pH and odor control; six 800 GPM
influent pumps; a flow splitter tank; a 1,000,000 gallon flow equalization basin with two 300 gallon per
minute (GPM) circulation pumps and four 15 horsepower (hp) surface aerators; two dissolved air flotation
(DAF) cell influent flow meters; two 18,000 gallon. DAF cells with two 145 GPM grit pumps (one pump
is an existing grit pump to be- relocated) and two 250 GPM recycle pressurization pumps; two 10,000
gallon DAF sludge holding tanks with two 7.5 hp mixers, two 210 GPM sludge removal pumps and a
sludge flow meter; and a grit classifier consisting of a cyclone and dewatering screw; one 4 foot 1,064
GPM rotary screen; three 6 foot 1,700 GPM rotary screens; a 23,000 gallon clearwell with six 800 GPM
pumps; and all associated piping, valves, controls, monitoring and sampling equipment, and
appurtenances; and the
continued operation of a wastewater irrigation system consisting of: spray irrigation pump station with six
800 GPM pumps and a high-water alarm; approximately 448.02 acres of irrigation fields (i.e., Fields A,
C, D, E, F, G, H, I and J); and all associated piping, valves, controls and appurtenances
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to serve the Maxton Plant & Silgan Can Company WWTP, with no discharge of wastes to surface waters,
pursuant to the application received May 14, 2013, 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, 2018, shall void Permit No.
WQ0003626 issued October 22, 2010, and shall be subject to the following specified conditions and
limitations:
1. SCHEDULES
In accordance with 15A NCAC 02T .0116, upon completion of construction and prior to operation of
the modified permitted facilities, a certification (attached) shall be submitted from a licensed North
Carolina Professional Engineer certifying that the permitted facility has 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 and partially certified the Permittee shall retain the responsibility to track further construction
approved under the same permit, and shall provide a final certificate of completion once the entire
project has been completed. Mail the Certification to the Division of Water Quality, Aquifer
Protection Section, 1636 Mail Service Center, Raleigh, NC 27699-1636.
I 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.
3. The Fayetteville Regional Office, telephone number [phone], shall approve monitoring well
MW-3A prior to installation, and the monitoring well shall be installed prior to operation of the 26.26
million gallon (MG) synthetically lined lagoon. The regional office shall be notified at least 48 hours
prior to the construction of this monitoring well, and such notification to the Aquifer Protection
Section's regional supervisor shall be made from 8:00 am. until 5:00 p.m. on Monday through
Friday, excluding State Holidays. The monitoring well 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
monitoring well MW-3A is marked on Figure 1.
4. Within 60 days of completion of the monitoring wells, the Permittee shall submit two original copies
of a site map with a scale no greater than 1-inch equals 100 feet; however, special provisions may be
granted upon prior approval for large properties. At a minimum, the map shall include the following
information:
a. The location and identity of each monitoring well.
b. The location of major components of the waste disposal system.
c. The location of property boundaries within 500 feet of the disposal areas.
d. The latitude and longitude of the established horizontal control monument.
e. The elevation of the top of the well casing (i.e., measuring point) relative to a common datum.
f The depth of water below the measuring point at the time the measuring point is established.
g. The location of compliance and review boundaries.
h. The date the map is prepared and/or revised.
Control monuments shall be installed in such a manner and made of such materials that the
monument will not be destroyed due to activities taking place on the property. The map and any
supporting documentation shall be sent to the Division of Water Quality, Aquifer Protection Section,
1636 Mail Service Center, Raleigh, NC 27699-1636.
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5. Prior to commencing construction on the western berm of the 26.26 million gallon (MG) synthetically
lined lagoon, monitoring well MW-3 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.
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
I. The subject non -discharge facilities shall be effectively maintained and operated at all times so there
is no discharge to surface waters, nor any contravention of groundwater or surface water standards.
In the event the facilities fail to perform satisfactorily, including the creation of nuisance conditions
due to improper operation and maintenance, or failure of the irrigation areas to adequately assimilate
the effluent, the Permittee shall take immediate corrective actions including Division required actions,
such as the construction of additional or replacement wastewater treatment or irrigation facilities.
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
I SA 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 quality shall not exceed the limitations 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(a). This disposal system consisting of Fields A, B (to be abandoned), C, D and E was
individually permitted prior to December 30, 1983; therefore, the compliance boundary is established
at either 500 feet from the effluent disposal area, or at 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. The compliance boundary for the disposal system shall be specified in accordance with 15A NCAC
02L .0107(b). This disposal system consisting of Fields F, G, H, I and J 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.
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a
& 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.
9. 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.
10. 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).
11. Except as provided for in 15A NCAC 02L .0107(g), the Permittee shall ensure any landowner who is
not the Permittee and owns land within the compliance boundary shall execute and file with the
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(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.
12. The facilities permitted herein shall be constructed according to the following setbacks:
a. The setbacks for irrigation sites permitted under 15A NCAC 02H .0200 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 storage and treatment units permitted under 15A NCAC 02H .0200 shall be as
follows (all distances in feet):
i. Any well with exception of monitoring wells: 100
ii. Any property line: % 50
c. The setbacks for storage and treatment units permitted under 15A NCAC 02T .0500 shall be as
follows (all distances in feet):
i. Any habitable residence or place of public assembly under separate ownership: 100
ii. Arty 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
13. The Operator in Responsible Charge (ORC), the designated back-up ORC or a person under the
supervision of the ORC shall inspect the land application sites as often as necessary, but in no case
shall the time between inspections be more than 120 minutes during the application of wastewater to
the permitted fields. A record of each inspection shall be recorded on forms approved by the Division
and shall include, at a minimum, the date, time, spray field inspected and name of the inspector.
Comments shall be noted on the forms as to the condition(s) observed during the inspection of the
fields in use at the time of the inspection.
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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.
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. Inclement weather shall not affect irrigation, unless the ground is in a condition that will cause runoff
of applied wastewater effluent from sections of Fields A, C, D, E, F, G, H, I and J. During such
events, effluent shall be diverted to the 3.87 million gallon (MG) or 26.26 MG synthetically lined
storage lagoons until the Operator in Responsible Charge (ORC) or Back -Up ORC inspect the
impacted field sections and deem them suitable for irrigation.
6. All irrigation equipment shall be tested and calibrated at least once per permit cycle. Calibration
records shall be maintained at the facility for a period of no less than five years, and shall be made
available to the Division upon request.
7. OnIy effluent from the Maxton Plant & Silgan Can Company WWTP 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 wastewater treatment, storage and irrigation facilitiN 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 3.87 million gallon (MG) and 26.26 MG synthetically lined lagoons shall not be less
than two feet at any time.
13. Gauges to monitor waste levels in the 3.87 million gallon (MG) and 26.26 MG synthetically lined
lagoons shall be provided.
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 tke earthen dikes or embankments.
Earthen embankment areas shall be kept mowed or otherwise controlled and accessible.
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15. Industrial waste shall not be applied or discharged onto or below the land surface when the vertical
separation between the waste and the seasonal high water table is at less than three feet, unless the .
Permittee has demonstrated to the Division using acceptable predictive calculations or modeling
methods that such placement will not result in the contravention of classified groundwater standards.
IV. MONITORING AND REPORTING RE UIItEMENTS
1. Any Division required monitoring (including groundwater, plant tissue, soil and surface water
analyses) necessary to ensure groundwater and surface water protection shall be established, and an
acceptable sampling reporting schedule shall be followed.
2. Per 15A NCAC 02H .0800, a Division certified laboratory shall conduct all laboratory analyses for
the required effluent, groundwater or surface water parameters.
3. Flow through the treatment facility shall be continuously monitored, and daily flow values shall be
reported on Form NDMR.
The Permittee shall install and maintain an appropriate flow measurement device to ensure the
accuracy and reliability of flow measurement consistent with accepted engineering and scientific
practices. Selected flow measurement devices shall be capable of measuring flows with a maximum
deviation of less than ten percent from true flow; accurately calibrated at a minimum of once per year;
and maintained to ensure the accuracy of measurements is consistent with the selected device's
accepted capability. The Permittee shall maintain records of flow measurement device calibration on
file for a period of at least five years. At a minimum, documentation shall include:
a. Date of flow measurement device calibration,
b. Name of person performing calibration, and
c. Percent from true flow.
4. The Permittee shall monitor the effluent from the subject facilities at the frequencies and locations for
the parameters specified in Attachment A.
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;
c. Continuous weekly, monthly, and year-to-date hydraulic (inches/acre) loadings;
£ 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 3.87 million gallon (MG) and
26.26 MG synthetically lined lagoons shall be measured to the nearest inch or tenth of a foot, and
recorded weekly. Weekly freeboard records shall be maintained at the facility for a period of no less
than five years, and shall be made available to the Division upon request.
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7_ Three copies of all monitoring data (as specified in Conditions 1V.3. and IV.4.) 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
8. An agricultural expert or licensed agronomist shall submit an annual report to the Division, and shall
include at a minimum:
a. Total volume of effluent applied to each field;
b. Types and quantities of nutrient additives applied to each field;
c. Overall evaluation of each field;
d. Annual maintenance and management practices that have been performed (i.e., weed control,
surface aeration, deep aeration, crop removal and final destination, plant tissue analysis of hay
crop, evaluation of soil test, actual PAN application (acre/yr) and equipment repair.
9. A record shall be maintained of all residuals removed from this facility. This record shall be
maintained at the facility for a period of no less than five years, and shall be made available to the
Division upon request. At a minimum, this record shall include:
a. Name of the residuals hauler;
b. Non -Discharge permit number authorizing the residuals disposal, or a letter from a municipality
agreeing to accept the residuals;
c. Date the residuals were hauled; and
d. Volume of residuals removed.
10. A maintenance log shall be maintained at this facility. This log shall be maintained at the facility for
a period of no less than five years, and shall be made available to the Division upon request. At a
minimum, this log shall include:
a. Date of calibration of flow measurement device;
b. Visual observations of the plant and plant site; and
c. Record of preventative maintenance (e.g., changing of equipment, adjustments, testing,
inspections and cleanings, etc.).
11. Monitoring wells shall be sampled after construction and within 3 months prior to initiating non -
discharge disposal operations. Monitoring wells shall be sampled thereafter at the frequencies and for
the parameters specified in Attachment C. All meaning;, 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 2.
12. For initial sampling of monitoring well MW-3A, 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.
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13. 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
14. 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
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. Effluent 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.
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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.
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.
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 m4y be imposed by otherjurisdictional 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 I SA NCAC
02T .01056).
WQ0003626 Version 3.2 Shell Version 130607 Page 9 of 11

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 3 1 ' day of July 2013
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
4ho A. Reeder, Acting Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0003626
o
WQ0003626 Version 3.2 Shell Version 130607 Page 10 of I I

Permit,No. WQ0003626 Wastewater Irrigation System
Campbell Soup Supply Company, LLC July 31, 2013
Maxton Plant & Silgan Can Company WWTP Robeson County
ENGINEERING CERTIFICATION
❑ Partial ❑ Final
Ea accordance with 15A NCAC 02T .0116, I, ,
as a duly registered Professional Engineer in the State of North Carolina, having the Fermittee's
authorization to ❑ periodically ❑ weekly ❑ fully observe the construction of the permitted facility,
hereby state to the best of my abilities that due cage 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 mortification request to amend the permit accordingly.
Provide a brief narrative description of any variations:
Professional Engineer's Name
Engineering Firm
City State ; Zip
T
E-mail
i
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:
1636 MAIL SERVICE CENTER
By Courier/Special Delivery:
512 N. SALISBURY ST.
RALEIGH, NORTH CAROLINA 27699-1636 RALEIGH, NORTH CAROLINA 27604
WQ0003626 Version 3.2 Shell Version 130607 Page 11 of 11

THIS PAGE BLANK

ATTACHMENT A - LI VHTATIONS AND MONITORING REQUIREMENTS
PPI 001— WWTP Effluent
Permit Number: WQ0003626 Version: 3.2
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING REQUIREMENTS
PCs
Code
Parameter Description
Units of
Measure
Monthly
Average
Monthly Geometric Mean
Daily
Minimum
Daily Maximum
Measurement
Frequency
Sample
Type
00310
BOD, 5-Day (20 °C)
mg/L
2 x Month
Grab
01027
Cadmium, Total (as Cd)
mg/L
2 x Month
Grab
00916
Calcium, Total (as Ca)
mg/L
2 x Month
Grab
01042
Copper, Total (as Cu)
mg/L
2 x Month
Grab
50050
Flow, in conduit or thru treatment plant
GPD
4,000,000
5,039,515 '
4,991,773 3
4,898,586
4,909,959 a
Continuous
Recorder
00927
Magnesium, Total (as Mg)
mg/L
2 x Month
Grab
01067
Nickel, Total (as Ni)
mg/L
2 x Month
Grab
00610
Nitrogen, Ammonia Total (as N)
mg(L
J
2 x Month
Grab
00625
Nitrogen, Kjeldahl, Total (as N)
mg/L
_
i
- — — w -
_ - _ A `
j�
2 x Month
2 x Month
Grab
Grab
00620
Nitrogen, Nitrate Total (as N)
mgfL
00400
pH
su
5 x Week
Grab
40655
Phosphorus, Total (as P)
mg/L
! —
2 x Month
Grab
WQ09C
Plant Available Nitrogen
mg/L
2 x Month
Calculated
00931
Sodium Adsorption Ratio
Ratio
2 x Month
Calculated
00929
Sodium, Total (as Na)
mg/L
i — -- _
2 x Month
Grab
00530
Solids, Total Suspended
mg/L
2 x Month
Grab
01092
Zinc, Total (as Zr))
mg/L
2 x Month
Grab
1. Daily maximum flow prior to beginning construction on Phase I.
2. Daily maximum flow during construction of Phase I.
3. Daily maximum flow during construction of Phase 11,
4. Daily maximum flow upon completion of Phase II.
WQ0003626 Version 3.2 Attachment A Page I of 1

THIS PAGE BLANK

ATTACHMENT B - APPROVED LAND APPLICATION SITES AND LIMITATIONS Permit Number: WQ0003626 Version: 3.2
Campbell Soup Supply Company, LLC — Maxton Plant and Silgan Can Company WWTP
IRRIGATION AREA INFORMATION
APPLICATION LIMITATIONS
Field Owner County Latitude Longitude Net Dominant
Parameter Hourly Yearly
Units
Acreage Soil Series
Rate Max
83.35 '
A
Campbell Soup Supply Company, LLC
Robeson
34" 48' 29"
-79018' 48"
82.37 2'3
01284 --Non-Discharge Application Rate
NIA
156
inches
83,35 4
WQ09 — Plant Available Nitrogen
N/A
350
lbslac
8.60 '
B
Campbell Soup Supply Company, LLC
Robeson
34° 48' 14"
-79' 18' 43"
8.03 z
01284—Non-Discharge Application Rate
NIA
156
inches
0 0 3,4
WQ09 — Plant Available Nitrogen
N/A
350
lbs/ac
C
Campbell Soup Supply Company, LLC
Robeson
If
34' 48' 14"
-79° 18' 26"
58.42
01284 — Non -Discharge Application Rate
NIA
156
inches
WQ09 — Plant Available Nitrogen
NIA
350
lbs/ac
D
Campbell Soup Supply Company, LLC
Robeson
34' 48' 04"
-79' 18' 10"
35.34
01284 — Non -Discharge Application Rate
N/A
156
inches
WQ09 — Plant Available Nitrogen
NIA
350
lbs/ac
E
Campbell Soup Supply Company, LLC
Robeson
34' 48' 17"
-79' 18' 01"
54.59
01284 — Non -Discharge Application Rate
N/A
156
inches
WQ09 — Plant Available Nitrogen
N/A
350
lbs/ac
F
Campbell Soup Supply Company, LLC
Robeson
34° 48' 08"
-790 17' 42"
39 49
01284 — Non -Discharge Application Rate
N/A
156
inches
WQ09 —Plant Available Nitrogen
NIA
350
lbslac
G
Campbell Soup Supply Company, LLC
Robeson
34' 47' 57"
-79' 17' 52"
33.35
01284 — Non -Discharge Application Rate
N/A
156
inches
WQ09 —Plant Available Nitrogen
N/A
350
lbs/ac
H
Campbell Soup Supply Company, LLC
Robeson
34047' 49"
-79' 17' 35"
62.38
01294 --Non-Discharge Application Rate
N!A
156
inches
WQ09 —Plant Available Nitrogen
N/A
350
lbs/ac
I
Campbell Soup Supply Company, LLC
Robeson
34' 47' 47"
-790 18' 07"
30.00
01284 — Non -Discharge Application Rate
NIA
156
inches
WQ09 — Plant Available Nitrogen
N/A
350
lbs/ac
J-1
Campbell Soup Supply Company, LLC
Robeson
34' 47' 50"
-790 17' 58"
3.90
01284 — Non -Discharge Application Rate
0.5
91
inches
♦
WQ09 — Plant Available Nitrogen
N/A
220
lbs/ac
J-2
Campbell Soup Supply Company, LLC
Robeson
34' 47' 48"
-79' 17' 54"
4.91
01284 — Non -Discharge Application Rate
0.5
91
inches
WQ09 — Plant Available Nitrogen
N/A
220
lbslac
J-3
Campbell Soup Supply Company, LLC
Robeson
34° 47' 47"
-79' 17' 49"
4.44
01284 —Non-Discharge Application Rate
0.5
91
inches
WQ09 — Plant Available Nitrogen
NIA
220
lbslac
WQ0003626 Version 12 Attachment B Page I of 2

3-4
Campbell Soup Supply Company, LLC
Robeson
34' 47' 48"
-79" WOO"
1.85
01284 — Non -Discharge Application Rate
0.5
91
inches
WQ09 — Plant Available Nitrogen
N/A
220
lbs/ac
J-5
Campbell Soup Supply Company, LLC
Robeson
34° 47' 41"
-79017' 57"
6.26
01294 — Non -Discharge Application Rate
0.5
91
inches
WQ09 — Plant Available Nitrogen
N/A
220
lbs/ac
3-6
Campbell Soup Supply Company, LLC
Robeson
34° 47' 28"
-79° 18' 02"
5M
01284 — Non -Discharge Application Rate
0.5
91
inches
WQ09 —Plant Available Nitrogen
N/A
220
lbs/ac
1-7
Campbell Soup Supply Company, LLC
Robeson
34' 47' 25"
-79° 18' 00"
5.37
01284 — Non -Discharge Application Rate
0.5
91
inches
WQ09 — Plant Available Nitrogen
N/A
220
lbs/ac
J-8
Campbell Soup Supply Company, LLC
Robeson
34° 47' 33"
-79' 17' 59"
4.78
01284—Non-Discharge Application Rate
0.5
51
inches
WQ09 — Punt Available Nitrogen
N/A
220
lbs/ac
J-9
Campbell Soup Supply Company, LLC
Robeson
34' 47' 36"
-79' 18' 00"
5.75
01284 — Non -Discharge Application Rate
0.5
51
inches
WQ09 — Plant Available Nitrogen
N/A
220
lbs/ac
J-I0
Campbell Soup Supply Company, LLC
Robeson
34' 47' 38"
-79' 17' 39"
4.68
01284 —Non-Discharge Application Rate
0.5
91
inches
WQ09 — Plant Available Nitrogen
NIA
220
lbs/ac
J-11
Campbell Soup Supply Company, LLC
Robeson
34° 47' 35"
-79' 17' 43"
3.64
01284 — Non -Discharge Application Rate
0.5
51
inches
WQ09 — Plant Available Nitrogen
N/A
220
lbs/ac
456.62 '
455.07 z
T
Totals
447.04 3
448.024
1. Acreage prior to beginning construction on Phase I.
2. Acreage during construction of Phase I.
3. Acreage during construction of Phase II,
4. Acreage upon completion of Phase II.
WQ0003626 Version 3.2 Atta& - -nt B _',ige 2 oft

ATTACHMENT C — GROUNDWATER MONITORING AND LIMITATIONS Permit Number: WQ0003626 Version: 3.4'
Monitoring wells: MW-1, MW-2, MW-3, MW-3A MW-4, MW-5, MW-6, MW-8, MW-9, MW-10, NM-11 and MW-12
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, 6
00940
Chloride (as Cl)
250
mg/L
3 x Year
Grab
1,6
00610
Nitrogen, Ammonia Total (as N)
L5
mg/L
3 x Year
Grab
1,6
00620
Nitrogen, Nitrate Total (as N)
10
mg/L
3 x Year
Grab
1,6
00400
pH
6.5-8.5
su
3 x Year
Grab
1, 2, 6
00665
Phosphorus, Total (as P)
mg/L
3 x Year
Grab
1,6
70300
Solids, Total Dissolved —180 °C
500
mg/L
3 x Year
Grab
1,6
82546
Water level, distance from measuring point
ft
3 x Year
Calculated
I, 2, 3, 6
I. 3 x Year monitoring shall be conducted in March, July & November.
2. The measurement of water levels shall be made prior to purging the wells. The depth to water in each well shall be measured from the surveyed point on the top of the casing. The measurement
of pH shall be made after purging and prior to sampling for the remaining parameters.
3. The measuring points (top of well casing) of all monitoring wells shall be surveyed to provide the relative elevation of the measuring point for each monitoring well. The measuring points (top
of casing) of all monitoring wells shall be surveyed relative to a common datum.
4. If TOC concentrations greater than 10 mg/L are detected in any downgradient monitoring well, additional sampling and analysis must be conducted to identify the individual constituents
comprising this TOC concentration. If the TOC concentration as measured in the background monitor well exceeds 10 mg/L, this concentration will be taken to represent the naturally occurring
TOC concentration. Any exceedances of this naturally occurring
TOC concentration in the downgradient wells shall be subject to the additional sampling and analysis as described above.
5. Monitoring wells shall be reported consistent with the nomenclature and location information provided in Figure 2 and this attachment.
6. Monitoring well MW-3 shall continue to be sampled for the parameters at the frequencies noted in footnote #1 until properly abandoned in accordance with Condition I.5.
WQ0003626 Version 3.2 Attachment C Page I of I

NOTES
1. PROPERTY LINES SHOWN ARE APPROXIMATED FROM ROBESON COUNTY GLS DATA.
2, SETBACKS'ARE BASED ON 15A NCAC 02T.D506(b) SETBACKS FOR TREATMENT AND STORAGE UNITS. THE
REGULATION CALLS FOR A 100 FOOT SETBACK FROM ANY WELL (EXCEPT MONITORING WELLS), THE LOCATIONS
OF INDIVIDUAL RESIDENTIAL WELLS ARE UNKNOWN, THEREFORE THE SETBACK WAS TREATED CONSERVATIVELY AS
A 100 FOOT PROPERTY UNE OFFSET,
LEGEND:
— -- --- — —» SOO FT LAGOON BOUNDARY
PROPOSED CONTOUR
EXISTING MAJOR CONTOUR
- - - ' EXISTING MINOR CONTOUR
Y / u000N i AND l.,GDOFI 2 — 600 FOOT a011N0111Y
/
NOW OR rOF axy
LOCIILM CALM AND WF DERIVE
.' .
/
DO R/A PG N/A
PIN' 93=013800
SPRAT FED
` \
NEW LAGOON 1
f!J
NOW OR OFa,ERLY
~ ♦ \ I
',
I. ;�l
1
rMNm GORIRUOE ♦ \ i
PB 016 PG O31e
���
_ ___ ��
1"
12,
t
P. 9 19R900�L
11
I
\♦\
1
\
SPRAY REID
f
PRNATE
E, TYP.
NOW OR FORMERLY
\\
`.
' 1
RMUARO, M90M1 AND 1M
OB 0697a PG ONE `
♦
�.
f
RN, 93065325a700 `
♦N NEW �� Nm'
!
NOW CA FORMERLY
NEW LAGOON 2
F
AI.S
\
\\
\
1
/f
1
GO 01579 p u
\
PP9 9006031220110
♦
\
! I
P
NOW OR FDRIIFALY
EM.
1
♦\
LOCK
HATRE MAF IF EST
-
`. 1' � NOW OR FORMERLY
f
DB O,au Po 0570
K: IL3o6sv74
NOW OR. Fl„RIQF4Y
`( a4u oF1L SOLO, coFa,u
F OR NIA PO N/ALOC
1
OR FORMERf00
LY
, Nu/A�PC MIALYN
DR
PH 930982590700
NON OR FORMERLY
I
EST
PIN: 930E336f6a00
��.
CAMPBEJL SOUP COMIPANY
08N/A PG M/ A
DO PO 025a
RN: 9 m2Oo
1 .
RN. 930e67595700
NOW OR FO Y
NNy0WY
LOiAft�FAR. LYNX
1
BULLARD. FU
061 iVS PO 02m
oa PG 11
PIN: FL
PW �30873/49p0O
fY
1
jF
\
5O
PFEOPER7Y
1
f
OFFSET
NOW OR FORMERLY
\
IINP�PLI[i1'
D9 WW PO C570
OFFSET
NOK OR FORMERLY
Pila 930673530700
N%A�PP'��
NOW OR FORMERLY
EVANS. JOHN AND YDFE
GR� W
P1k 9301L1T701B000
NM OR FORMERLY
sF9 rr
OB N/A FO N/A
wN: V0453amloo
\
DO�F 570 UGaH.
PR 930�F22000
NOW ES FOECTOR
HECTOR i XF.
MOIi R FORMERLY
GO N/SF,
OB N/A PG X/A
\
EONA L AND WµLW
W.
W. WOa•,392050P
\
\
PG p60B
93066249a000
\
I NOW 04 FORMERLY
100' PRIVATE RE310ENCE OFFSET.
\WM
TP, M. MLAW,ON
/ DR N/lk POa N/U u H
EGEiVEDIDENRlDiQ
00 N/A PO N/A
wFn B3o652911400
\ P1x: e3oaax9114GG
/
\
FFGW DR FDNMi3iLT
xAUY I
N/A
JUL 1 Q 2013
PIN:N0,3055 OO
NOW OR FOPAIF1a,Y
p 7
DB 1617 PC 0117
GN76
2 ome
Aquifer Protection Sec i
RMIll 0
HORIZONTAL «�a Dewberry
GRAPiIICIC SCSCALE '�� �j
OOa a 1. JOD WD 12M Dewberry Engineers Inc.
2301 REXWGODS DRIVE
SUITE DOC
{IN RALEIGM, NC 27607 FEET PHONE', 819.887.9939
1 inch = 900 It FA)L: 819.m.9923
DATE I TITLE
07/10/13
PROJ. NO. PROJECT
"B" FIELD EXPANSION
j CAMPBELL SOUP SUPPLY COMPANY
Ft truomr lw
SHEET NO.
PROPOSED
SITE MAP
SK-1

.41
r f' OR.
r uV-3 r
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.- 2039 Tele Atlas
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cry Date Jul 2006 .lat',.34-801268' Ion -79 3w6w elev 2 35l{t, ,, .. ast. 9677 4t..

Ji
34 469, -7 9 1926
i`
,'
j .
irrsagery t3ate Jul 2006 lat 3d 77 �335' Ec�n-79-323281` claw 191 1t Eye aft 5841 its

Figure 4
— Directional Map
WQ0003626
2120 NC 71 Hwy. North, Maxton, NC 28364-9433
Cam bell Soup
Su ly Company, LLC
Latitude; 34.805833'
Maxton Plant & Silgan Can Company WWTP
Longitude: -79.310556°
+�5i}L�
+11daly
G [j
Cjti'
G7 �
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17 a� r
Cr l}
3
�2120 No Highway 71 N
F.
I
C)
Hisao fa '11 �,xt # r
ORO Rand h'eWy
02N TANA, isle fe1.0W2D47 "
ti
I

Figure 5 — Topographic
Ma
WQ0003626
2120 NC 71 Hwy. North, Maxton, NC 28364-9433
Campbell Soup Sup ly Company, LLC
Latitude: 34.805833'
Maxton Plant & S an Can Com any WWTP
Longitude:-79.3105561
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