WQ0003626_Extension_20100305

DIVISION OF WATER QUALITY
RALEIGH REGIONAL OFFICE
November 8, 2010
MEMORANDUM
TO: Art Barnhardt
Regional Supervisor
Aquifer Protection, Fayetteville Regional Office
FROM : Rich Hayes
Soil Scientist
Aquifer Protection Section, Raleigh Regional Office
SUBJECT: Permit No. WQ0003626
Campbell Soup
Wastewater Treatment and Irrigation System
Robeson County
RECEIVED
NOV .0 8 s:om
DENR-FAYETTEVILLE REGIONAL OFFICE
Enclosed is a package of all information received during the express permitting process for permit
number WQ0003626 for your files. You will be receiving the permit from the Central Office in a separate
mailing. Please do not hesitate to contact me if you need any additional information about this project.

v'
Projects\11005817 - Wastewater Treatment Control
Maintenance Plan
Ver. 20100802 R E10 S VIE D
• Valves
o Quarterly
o Checklist
■ Check Position
DENR-FAYETTEMLLE REGIONAL OFFICE
AQUIFEk PROTECTION SECTION
OCT 0 2010
• Semi-annually
o Work order will be generated by plant work order software
■ Exercise valve both directions in seat
• Control Actuators
o Quarterly
o Checklist
■ Visually Verify Operation Full Open to Full Close
• Annually
o Work order will be generated by plant work order software.
■ Lock -out all electrical power to actuator
■ Open electrical enclosure. Inspect & tighten all electrical
connections.
■ Visually inspect for any electrical or mechanical damage. Replace
worn
■ or damaged components
■ Check lubrication consistency and level
■ Fill or replace if required
• Aerators
o Monthy
o Checklist
■ Visually Verify Operation
■ Check Mooring Position
o Annually
■ Lock -out all electrical power to actuator
■ Inspect all hardware for loose connections
■ Inspect impeller for wear
■ Inspect intake / discharge cone for wear
■ Grease top and bottom motor bearings
• Effluent Circulation Pumps
o Monthly
o Checklist
■ Visually Verify Operation
o No routine maintenance or service is expected.
• Pressure Sensor (Pumphouse)
R

o Monthly
o Checklist
■ Visual Check, Confirm Corresponds with Gage
Level Sensor (Pumphouse)
o Monthly
o Checklist
■ Visual Check, Confirm Feedback on HMI Corresponds with Gage
Stick +/- 5%
• Level Sensor (Eq Tank)
o Monthly
o Checklist
■ Visual Check, Confirm Feedback on HMI Corresponds with Gage
Stick +/- 5%
• Cleaning
o Semi -Annually
■ Use Monitors to wash any accumulated solids to discharge and
sump pit using best practices as established by Environmental
Manager

14
CSSC Flow Equalization Tank
September 14, 2010
Drainage Calculations
Campbell Soup Supply Company ������® G R I S E R
R
Maxton, North Carolina TROUTMAN
TANNER
Flow Eaualization Tank Addition
NOV 0 8 2010 60
*,m UWA
Determine Flow in 8-inch Subdrain PipeENR-fAYETTEVILLE REGIONAL OFFtember 14, 2010
Design utilizing Haestad Methods Flowmaster I
Normal
Qmax
Diameter (ft)
0.67
0.67
Slope (ft/ft)
0.0005
0.0005
Manning's n
0.009
0.009
Discharge (cfs)
0.4
0.43
Depth (ft)
0.67
0.63
Velocity (fps)
1.12
1.26
RECEIVED/ DENRI DWQ
AQUIFER PROTECTION SECTION
OCT 05 2010
Provide outlet protection for flow of 0.43 cfs and velocity of 1.26 fps
Refer to Figure 8.06a attached: Flow and velocity too low for chart.
use La = 6.0 feet - very conservative.
Ditch Review
Determine Time of Concentration and Intensity
Tc =((L)/(A(li)(C/43,200)2/3))111.67/ 60 minutes
L= length of overland flow (feet)
le I; * C/43,200 rainfall excess in feet per second
I; = rainfall intensity
C = Rational runoff coefficient
A = (1.49* S1/2)/n
S = slope Ft/ft
n = Manning's roughness
L1= 1554 =ft
L2= 2422 ft
li =
C = 0.3
Page 1

CSSC Flow Equalization Tank
September 14, 2010
C2=
0.3 rsso - zoro
S1 =
0.0026
C R I S E R
S2=
0.0005
TROUTMAN
TANNER
n 1=
0.02
etg 60
n2=
0.02
USE >>>
Trial Time of
Duration
Tr (minutes)
Rainfall
Intensity
I (inches/hour)
(10-Year)
Calculated Time
of Concentration
Tc (minutes)
Overland
Calculated Time
of Concentration
Tc (minutes)
Ditch
Total Time of
Concentration
Tc (minutes)
5
7.96
40.54
73.57
114.10
10
6.36
44.34
80.47
124.82
15
5.36
47.48
86.17
133.66
30
3.88
54.03
98.06
152.10
60 (1 Hour)
2.53
64.11
116.36
180.47
120 (2 Hours)
1.54
78.20
141.92
220.12
180 (3 Hours)
1.10
89.46
162.36
251.83
360 (6 Hours)
0.66
109.75
199.17
308.92
720 (12 Hours)
0.39
135.45
245.82
381.27
1440 (24 Hours)
0.23
167.31
303.63
470.94
For a 10-year storm
At the beginning of the new ditch
Tc=2hours
A= 1.3774 acres
C= 0.3
Q=CIA
Q= 0.45 cfs
At the end of the existing ditch
Tc = 2 hours
A= 36.9376 acres
C= 0.3
Q=CIA
Q= 12.19 cfs
Page 2

CSSC Flow Equalization Tank
September 14, 2010
�sso - 20�0
C R I S E R
TROUTMAN
TANNER rZo
&&Aar4V 60'l 4U
Ditch Design Review (Add 0.43 cfs from the 8-inch subdrain pipe)
Design utilizing Haestad Methods Flowmaster I
Beginning of
Ditch
End of Ditch
Bot. Width (ft)
4
4
Lt Side Slope
2 to 1
2 to 1
Rt Side Slope
2 to 1
2 to 1
Manning's n
0.03
0.03
Channel Slope
0.0005
0.0005
Depth (ft)
0.37
1.57
Discharge (cfs)
0.88
12.62
Velocity (fps)
0.51
1 1.12
Velocity is 1.12 fps or less. This is non -erosive and grass will be
suitable for side slopes. Proivde straw and jute netting for stabilization.
CRp��
A°'�..
,O � po•o aenQ �Ay' ✓P
`1`aQ •��Q�ES�ri%ry'6.0 ",� err
0
.i
ML FtgA-1 r -0 113
Page 3

Appendices
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o iWin
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rw
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KIM
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lot

RECEIVED' State of North Carolina
Department of Environment and Natural Resources
NOV 0 8 2010 Division of Water Quality
WASTEWATER IRRIGATION SYSTEMS APPLICATION
DENR-FAYETTEVILLE REGIONAL OFFICE FORM: YMS 12-06
(THIS FORM AMYBE PHOTOCOPIED FOR USE AS AN ORIGINAL)
Application Number:
I. GENERAL INFORMATION:
(to be completed by DWQ)
1. Applicant's name (See Instruction A): Campbell Soup Supply Comm, LLC
Applicant type: ❑ Individual ® Corporation ❑ GeneralPartnership ❑ Privately Owned Public Utility
❑ Federal ❑ State ❑ Municipal ❑ County
Signature authority's name: Mark T. Cacciatore (per 15A NCAC 02T .0106) Title: Senior Director of Operations
Applicant's mailing address: 2120 NC 71 Hwy. North
City: Maxton State: NC Zip: 28364-9433
Telephone number: 910 844-1574 Fax number: [phone] Email Address: mark [e-mail]
2. Facility name (name of the subdivision, shopping center, etc.): Campbell Soup Supply Company, LLC
Facility's physical address: Modest Road
City: Maxton State: NC Zip: 28364-9433 County: Robeson
Wastewater Treatment Facility: Latitude: 34° 48' 21" Longitude: -79' 18' 38" USGS Map Name: Wakulla
3. Consulting Engineer's name: Donald Paschall License Number: 022543 Firm: Private Consultant
Engineer's mailing address: PO Box 291
City: Proctorville State: NC Zip: 28375-
Telephone number: 910 734-2005 Fax number: 910 628-8663 Email Address: [e-mail]
4. Consulting Soil Scientist's name: License Number: Firm:
Soil Scientist's mailing address:
City: State: Zip: -
Telephone number: (_) _- Fax number: �) _- Email Address:
5. Consulting Geologist's name: License Number: Firm:
Geologist's mailing address:
City: State: Zip: -
Telephone number: C_j _ Fax number: (_) _- Email Address:
6. Consulting Agronomist's name: Firm:
Agronomist's mailing address:
City: State: Zip: -
Telephone number: (_) _ - Fax number: (^) _- Email Address:
RECEIVED/DENR/DWO
AQUIFER PROTECTION SECTION
OCT 05 2010
,page .S

H. PERMIT INFORMATION:
1. Project is: ❑ New ® Major Modification ❑ Minor Modification
2. Fee submitted: (See Instruction C) Existing Permit No.: WQ0003626, issue date: May 11, 2009
3. Facility status: Existing ❑ Proposed
Was this system approved for reclaimed disposal under 15A NCAC 2H .0219(k)? ❑ Yes or ® No
4. Does this project utilize: ❑ public funds and/or ® private funds; ❑ public lands and/or ® private lands
5. What is the status of the following appropriate permits/certifications?
Permit/Certification
Submitted
Approved
Permit/Certification No.
Agency Reviewer
Erosion & Sedimentation
Control Plan
9/10/10
9/17/10
ROBES-2011-010
Sally McKinney
Nationwide 12 or 404
N/A
N/A
N/A
N/A
Wetlands 401
N/A
N/A
N/A
N/A
Stormwater Management Plan
N/A
N/A
N/A
N/A
Dam Safety
N/A
N/A
N/A
N/A
Sewer System
N/A
N/A
N/A
N/A
Other:
N/A
N/A
N/A
N/A
6. Does the project comply with all setbacks found in the river basin rules (15A NCAC 2B .0200)? ® Yes or ❑ No
If no, list non -compliant setbacks:
7. Is the project in a Coastal Area as defined per 15A NCAC 2H .0403? ❑ Yes or ® No
If yes, verify that the facility will comply with the following requirements in 15A NCAC 2H .404(g) as applicable:
✓ Is aerated flow equalization of at least 25% average daily flow provided? ❑ Yes or ❑ No
✓ How will noise and odor be controlled?
✓ Are all essential treatment units provided in duplicate? ❑ Yes or ❑ No
✓ Is there an impounded public surface water supply within 500 feet of the wetted area? ❑ Yes or ❑ No
✓ Is there a public shallow ground water supply (less than 50 feet deep) within 500 feet of the facility? ❑ Yes or ❑ No
✓ Is the disposal loading rate greater than 10 gallons per day per square foot (GPD/f )? ❑ Yes or ❑ No
✓ How much green area is provided? square feet ul )
✓ Is the green area shown on the plans? ❑ Yes or ❑ No

III. INFORMATION ON WASTEWATER GENERATION:
1. What is the origin of the wastewater (i.e., school, subdivision, hospital, municipality, shopping center, industry, apartments,
condominiums, etc.)? indusfty
2. Volume of wastewater flow for this project: No Change gallons per day (GPD)
3. Explanation of how wastewater flow was determined (15A NCAC 02T .0114(c)):
Type of Establishment
Basis of Flow
Flow Per Unit
Number of Units
Total
Gallons/Day
Gallons/
Gallons/
Gallons/
Gallons/
Gallons/
Gallons/
Gallons/
Gallons/
Total
4. Nature of wastewater: ❑ 100% Domestic Waste (residential, commercial, etc)
❑ 100% Industrial
❑ Combination of Industrial and Domestic Waste: % Domestic % Industrial
❑ Municipal waste (town, city, etc.)
Is there a Pretreatment Program in effect? ❑ Yes or ❑ No
5. Wastewater characteristics (See 15A NCAC 02T .0505(b)):
Parameter
Estimated Influent Concentration
Designed Effluent Concentration
(monthly average)
Biochemical Oxygen Demand (BODO
mg/1
mg/1
Total Suspended Solids (TSS)
mg/1
mg/1
Ammonia Nitrogen (NH3-N)
mg/l
mg/1
Nitrate Nitrogen (NO3-N)
mg/1
mg/1
Nitrite Nitrogen (NO2-N)
mg/1
mg/1
Total Nitrogen
mg/1
mg/1
Total Phosphorus
mg/1
mg/l
Total Kjeldhal Nitrogen
mg/1
Fecal Coliforms
per 100 ml
FORM: VMS 12-06 Page 7

IV. GENERAL PROJECT INFORMATION:
1. Brief project description: Intallation of a 1 MG Equalization Tank in order to dampen high flow conditions to spray fields
2. In accordance with 15A NCAC 02T .0506, provide the minimum distance in feet from the facility's irrigation system and
treatment/storage units to each parameter (distances greater than 500 feet may be marked N/A):
Treatment/Storage
Setback Parameter
Irrigation System
Units
Any habitable residence or place of assembly under separate ownership or not
N/A
to be maintained as part of the project site
Any habitable residence or place of assembly owned by the permittee to be
Y
maintained as part of the project site
Any private or public water supply source
N/A
Surface waters (streams — intermittent and perennial, perennial waterbodies,
N/A
and wetlands)
Groundwater lowering ditches (where the bottom of the ditch intersects the
HW
Subsurface groundwater lowering drainage systems
Surface water diversions (ephemeral streams, waterways, ditches)
Any well with exception of monitoring wells
N/A
Any property line
125 feet
Top of slope of embankments or cuts of two feet or more in vertical height
Any water line from a disposal system
..
Any swimming pool
Public right of way
Nitrification field
Any building foundation or basement
Impounded public water supplies
Public shallow groundwater supply (less than 50 feet deep)
u
PAa,e 8

✓ Does the Applicant intend on complying with 15A NCAC 02T .0506(c)? ® Yes or ❑ No
If yes, complete the following table:
Designed Effluent
Designed Effluent
Estimated Influent
Parameter
Concentration
Concentration
Concentration
(monthly averse(daily
maximum
Biochemical Oxygen Demand
mg/l
mg/l
mg/l
(BODO
Total Suspended Solids (TSS)
mg/1
mg/l
mg/1
Ammonia Nitrogen (NH3-N)
mg/1
mg/1
mg/1
Nitrate Nitrogen (NO, N)
mg/1
mg/1
"
Fecal Coliforms
per 100 ml
per 100 ml
Turbidity
�$
w
NTIIs
u ,
✓ If any setback is not met, how will the project provide equal or better protection of the Waters of the State with no
increased potential for health concerns or nuisance conditions? N/A
3. The treatment and disposal facilities must be secured to prevent unauthorized entry. Details and notations of restricted access
measures shall be shown on submitted plans and specifications. Briefly describe the measures being taken in accordance
with 15A NCAC 02T .0505(q): Spray fields have a fenced perimeter with gated access and gates are locked when personnel
are not on site.
4. What is the 100-year flood elevation? 194.1 feet mean sea level. Source: Map it 3710839800K
✓ Are any treatment units or wetted areas located within the 100-year flood plain? ❑ Yes or ® No
If yes, briefly describe which treatment units and/or irrigation areas are affected: , and the measures being taken to
protect them against flooding:
If yes, does the Applicant have documentation of compliance with § 143 Article 21 Part V ❑ Yes or ❑ No
5. Method to provide system reliability per 15A NCAC 02T .0505(1) (See Instruction R): N/A
6. What is the specified method of disinfection? N/A
✓ If chlorine, specify detention time provided: minutes (30 minutes minimum required). Please indicate in what
part of the wastewater system chlorine contact time occurs (i.e. chlorine contact chamber):
✓ If ultraviolet (UV), specify the number of banks: , total lamps: and maximum capacity: gpm.
7. How many days of residuals storage are provided (15A NCAC 02T .0505(o))? N/A

V. 'DESIGN INFORMATION FOR NEW OR MODIFIED PORTIONS OF THE WASTEWATER TREATMENT FACILITY
1. Type of treatment system (fixed film, suspended growth, etc): Spray Irrigation
2. Provide the number and dimensions of each treatment unit, and provide their location in the specifications and plans. If an
item is not applicable, do not fill in the requested information:
a. PRELIMINARY TREATMENT (i.e., physical operations such as large solids screening and equalization to remove
problem characteristics such as abrasive grit and clogging rags, as well as to dampen high flows):
Treatment Unit
Number
of Units
Manufacturer
or Material
Dimensions (ft)
/ S acin s in(gallons)
Volume
Plan Sheet
Number
Specification
Page Number
Flow Equalization
1
Precast Concrete
124 ft. Dia.
1 MG
C4 & S 1
Cl & 8 of 8
Select
Select
Select
Select
b. PRDAARY TREATMENT (i.e., physical operations such as fine screening and sedimentation to remove floating and
settable solids):
Treatment Unit
Number
of Units
Manufacturer
or Material
Dimensions (ft)
/ S acin s min
Volume
allons
Plan Sheet
Number
Specification
Page Number
Select
Select
Select
c. SECONDARY / TERTIARY TREATMENT (i.e., biological and chemical processes to remove organics and nutrients)
Treatment Unit
Number
of Units
Manufacturer
or Material
Dimensions (ft)
Volume
allons
Plan Sheet
Number
Specification
Page Number
Select
Select
Select
Select
Select
Select
Select
Select
PO4 -e, 10

d. DISINFECTION
Treatment Unit
Number
of Units
Manufacturer.
or Material
Dimensions (ft)
Volume
(gallons)Number
Plan Sheet
Specification
Page Number
Select
Select
Select
e. RESIDUAL TREATMENT
Treatment Unit
Number
of Units
Manufacturer
or Material(gallons)
Dimensions (ft)
Volume
Plan Sheet
Number
Specification
Page Number
Select
Select
Select
f. PUMPS
Location
Number
of Pumps
Purpose
Manufacturer /
Type
CapcityaPlan
Sheet
Number I
Specification
Page Number
GPM
TDH I
See Equalization
Tank
2
Circulation
Goulds Pumps -
1.5 hp 4SD
g. BLOWERS
Location
No. of
Blowers
Units Served
Manufacturer /
IMe
Capacity
Plan Sheet
Number
Specification
Page Number
See Equalization
Tank
4
Siemens - 15 hp
A ua-Lator Aerator
FORM: W WIS 12-06 Page 11

h. MIXERS
Location
No. of
Mixers
Units Served
Manufacturer /
Tvpe
Power
h
Plan Sheet
Number
Specification
I Pa a Number
i. RECORDING DEVICES & RELIABILITY
Device
Number
of Units
Maximum
Capacity
Manufacturer
Location
Plan Sheet
Number
Specification
Page Number
Select
Select
Select
Select
Select
FORM: VMS 12-06 Page 12

VI. DESIGN INFORMATION FOR STORAGE IMPOUNDMENTS
1. Provide the number of earthen impoundments in the system:
2. Are any impoundments designed to receive adjacent surface runoff? ❑ Yes or ❑ No
If Yes, please specify which impoundment: and the drainage area: ftZ.
3. Are impoundment(s) designed to include a discharge point (pipe, emergency spillway, etc)? ❑ Yes or ❑ No
4. Provide the design measures proposed for impoundment liner protection from wind driven wave action:
5. Provide the location of each design element in the specifications and engineering plans for each storage unit:
Storage Impoundment
Plan Sheet
Number
Specification
Page Number
Liner material (15A NCAC 02T .0505(e) and (f))?
ElSynthetic
El Clay
❑ Concrete
❑ Steel
Liner installation and testing requirements
Inside berm surface dimensions (L x W x H)
ft
ft
ft
Bottom dimensions (L x W)
ft
ft
Embankment side slope
Mean seasonal high water table depth *
ft
Finished grade elevation
ft
Depth from bottom to top of embankment
ft
Total volume
ft3
gallons
Design freeboard
ft
Depth of minimum liquid level (above permanent
liquid level)
ft
Effective volume provided **
ft3
gallons
Effective storage time provided
days
* NOTE: The liner shall be protected from impacts of the seasonal high water table as necessary.
** NOTE: The storage volume should be calculated between the top of any permanent liquid level (as indicated by outlet
pipe) and maximum allowable liquid level in the impoundment.
FORM: WWIS 12-06 Page 13

VII. DESIGN INFORMATION FOR IRRIGATION SYSTEM
1. The irrigation system is: ❑ Spray ❑ Drip
2. Disposal system is: ❑ existing ❑ proposed.
3. If applicable, provide the location of each design element in the specifications and engineering plans:
Irrigation Pump Tank Plan Sheet Specification
Number Page Number
Internal dimensions (L x W x H or 9 x H) ft ft ft
Total volume ft3 gallons
Dosing volume ft3 gallons
Audible & visual alarms. + ,
Equipment to prevent irrigation during rain events I f l
Y
4. List any equipment (note sheet number of the plans or page number in the specifications) not specifically mentioned above
(pump hoist, odor control equipment, etc.):
5. Minimum depth to mean seasonal high water table within irrigation field(s) per Soil Scientist's Evaluation:
feet below ground surface. Must be at least one -foot vertical separation between SHWT and ground surface per 15A NCAC
02T .0505(p).
6. Are there any artificial drainage or water movement structures within 200 feet of any irrigation area? ❑ Yes or ❑ No
If Yes, please explain if the soil scientist report addresses artificial structures and please indicate if structures are to be
maintained or modified:
7. Loading rates recommended by the Soil Scientist Evaluation:
Fields within
Recommended Loading
Recommended Loading
Loading
If Seasonal,
list
Soil Series
Soil Area
Rate
Rate
Recommended
appropriate
(in/hr)
(in/yr)
months
❑ Annual
❑ Seasonal
❑ Annual
❑ Seasonal
❑ Annual
❑ Seasonal
❑ Annual
❑ Seasonal
❑ Annual
❑ Seasonal
8. Design loading rates are equal or less than the loading rates recommended by Soil Scientist? ❑ Yes or ❑ No
If No, explain why 15A NCAC 02T .0505(n) is not met:
FORM: WWIS 12-06 Page 14

9. Provide the following location information for the approximate center of each irrigation ,held / zone:
Field / Zone
Latitude
Longitude
0
,
„
0
,
0
,
„
0
,
0
,
„
0
,
0
,
„
0
,
0
,
„
0
,
0
,
„
0
,
0
,
„
0
,
0
,
„
0
,
0
,
„
0
,
0
,
„
0
,
0
,
„
0
,
0
,
„
0
,
0
,
„
0
,
0
,
„
0
,
0
,
„
0
,
0
,
„
0
,
0
,
„
0
,
0
,
„
0
,
0
,
„
0
,
0
:,
„
0
,
0
,
„
0
,
0
,
„
0
,
0
,
„
0
,
0
,
„
0
,
0
,
„
0
,
0
,
„
0
,
✓ Level of accuracy?
✓ Method of measurement?
✓ Datum?
FORM: WWIS 12-06 Page 15

10., Irrigation Design (fill in the appropriate information for either a spray or drip irrigation system):
a. Spray Irrigation:
Field / Zone
Design Area (ft)
Number of
Nozzles
Maximum Irrigation
Precipitation Rate(in/day)
Design Annual Loading
Rate in/ r
Total -T
Spray Irrigation Design Element
Plan Sheet
Number
Specification
I Page Number
Wetted diameter of nozzles
ft
Wetted area of nozzles
ft
Nozzle capacity
gpm
Nozzle manufacturer / model
/
Elevation of highest nozzle
ft
FORM: WWIS 12-06 Page 16

b. Drip Irrigation:
Field / Zone
Design Area (fe)T
Number of
Emitters
Maximum Irrigation
Precipitation Rate in/hr
Design Annual Loading
Rate in/ r
Total
Y
Drip Irrigation Design Element
Plan Sheet
Number
Specification
Page Number
Wetted area of emitters
ft
Distance between laterals
ft
Distance between emitters
ft
Emitter capacity
gpm
Emitter manufacturer / model
/
Elevation of highest emitter
ft
FORM: WWIS 12-06 Page 17

11. Cover crop information:
Use the Nutrient Management in North Carolina's Realistic Yield Expectations webpage
(hn://www.soil.ncsu.edu/nmp/ncnmwglyields/index.php#county) to determine the PAN (lbs/acre) and Phosphorus removal
(lbs/acre) rates for each cover crop.
Cover Crop
Soil Series
lope
Nitrogen Removal Rate
Ibs/acre
Phosphorus Removal
Rate Ibs/acre
✓ Proposed mineralization rate: and volatilization rate:
✓ Irrigation area based upon the nitrogen balance: ft2
✓ Irrigation area based upon the phosphorus balance: f
✓ Irrigation area based upon the water balance: f
✓ Site is: ❑ hydraulically limited ❑ nutrient limited
FORM: VMS 12-06 Page 18

Professional Engineer's Certification:
I, TaviALD D . PASC q 4LU _# J A- . attest that this application for CAW &r L(. SOuP
54PLY COM f 4AX( . L L L has been reviewed by me and is accurate, complete
and consistent with the information supplied in the engineering plans, calculations, and all other supporting documentation to the best
of my knowledge. I further attest that to the best of my knowledge the proposed design has been prepared in accordance with this
application package and its instructions as well as all applicable regulations and statutes. Although other professionals may have
developed certain portions of this submittal package, inclusion of these materials under my signature and seal signifies that I have
reviewed this material and have judged it to be consistent with the proposed design. Note: In accordance with NC General Statutes
143-215.6A and 143-215.613, any person who knowingly makes any false statement, representation, or certification in any application
package shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000 as well as civil penalties up to
$25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
l�tty�?t�AAP//1j �i
���� •(1� CAl3O' �4
t
�./�
i G o 225__
,0 ` PASG�P��
Applicant's Certification (signing authority must be in compliance with 15A NCAC 02T .0106(b)):
1, MA2.K T. cAcc mop-E SEM4 QR-EcTat OF OPUATI&JS
(signing authority name) (title)
attest that this application for CAMPULU ScVP 640LY 40MNAIr 1, L G
(facility name)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that any discharge of wastewater
from this non -discharge system to surface waters or the land will result in an immediate enforcement action that may include civil
penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Quality should a condition
of this permit be violated. I also understand that if all required parts of this application package are not completed and that if all
required supporting information and attachments are not included, this application package will be returned to me as incomplete. I
further certify that the applicant or any affiliate has not been convicted of an environmental crime, has not abandoned a wastewater
facility without proper closure, does not have an outstanding civil penalty where all appeals have been exhausted or abandoned, are
compliant with any active compliance schedule, and do not have any overdue annual fees under Rule 2T .0105. Note: In accordance
with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement, representation, or
certification in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000 as
well as civil Denalties un to $25,000 ner violation_
Signatu
Date:
FORM: WWIS 12-06 Page 19

October 5, 2010
Nathaniel Thornburg
NCDENR Division of Water Quality
Aquifer Protection Section — Land Application Unit
2728 Capital Blvd.
Raleigh, N.C. 27604
Ref.: Wastewater Irrigation System Modification
Mr. Thornburg:
RECEIVED/ DENR i DW4
AQUIFER PROTECTION SECTION
ACT 0.6 2010
;, _ N. X 9 M
NOV 0 8 2010
DENR-FAYETTEVILLE REGIONAL OFFICE
Please find enclosed -the following items on the above referenced project for your review:
1) One original and three copies of the Wastewater Irrigation System Application
2) One original of the properly executed Watershed Classification Attachment along with an
8.5" by 11" topo map locating the facility to be modified
3) One original and three copies of this cover letter
4) One copy of property deed associated with the location of the proposed modification
5) Four sets of standard size drawings and two sets of 11"x 17" drawings associated with the
proposed modification
6) Four copies of the Operation and Maintenance Plan associated with the proposed
modification.
It is the desire of Campbell Soup — Maxton to install a 1 MG equalization tank adjacent to their
existing spray irrigation field "A". The purpose for the tank is to help equalize flow to all of
Campbell Soup's spray irrigation fields by dampening high flow conditions generated from plant
peak production times. The proposed modification does not seek to increase the volume or to
change the biological or chemical make-up of the wastewater flow currently permitted. The
proposed modification is for the purpose of prolonging pump life thus improving system
reliability for all system pumps and to equalize flow conditions so. as not to overload existing
fields.
Donald D Paschall, Jr., P. E.
Consulting Engineer
P 0 Box 291 — 316 S. Spruce Street — Proctorville, N. C. 28375 — [phone]

CAMPBELL SOUP SUPPLY COMPANY EXPR���r1W
SUBMITTAL MEETING— OCTOBER 5, 2010 RECEIVEDIOEN'�r�.
SITE VISIT — � 1UIFER PR0TK l'lt., - a, -
REVIEW MEETING — OCTOBER 19, 2010 EGlu- �� c�'^I ®, U,.i
AYETTEVILLE �a^� '
ADDITIONAL INFORMATION MEETING — NOVEMBER 9, 2TENTATIVE)
NAME
AFFILIATION
PHONE
FAX
EMAIL
NATHANIEL THORNBURG
DWQ
[phone]
[phone]
NATHANIEL.THORNBURG(C1�,NCDENR.GOV
RICH HAYES, LSS
DWQ—RRO
[phone]
[phone]
RICHARD.D.HAYES @NCDENR. GOV
�qio) ?34-Z-2o!
(,I lo) (,M -8663
Do,14-4p P*5044c,L-@ 611141L . C041
j�" -IZUk
91t3) q4-5g9Z
15D • )rn
A.� 2 �. Ca 1•»
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giD.9 4.J1.5
—L)U.7q'-1'l.J 9z
(CJ
5•}
�c, �1 So
CI►D.ilia. 1331

WATERSHED CLASSIFICATION ATTACHMENT (FORM: WSCA 10-06)
Applicant's name: CAMPQELL 50UP 5UPPI-Y Comto jl -. , LL c-
Site/Field
ID
County
Latitude
Longitude
Location
Datum
Location
Method
Code
Location
Accuracy
Waterbody Subbasin and
Stream Index No.
Current and
Proposed Class
FIELD „Ate
Ro6Csor3
34-4-3 '21„lJ
711° IS �319 0
1JhD 21
MAP
SECOWD
LU('1(3CR Riv>=2 14—(3)
WS-IV 6
svJ, FIQvJ
�(k11fERPRV
OCi
RECEIVED
Pttetn rnvrrTr-n
__ _
uGtvn-rr►rti ItvILL.t KLUIUNAL UFFICE
1 Dai,4LD D . PhSc-I-�4u, , T2 - , attest that this attachment form has been prepared by me and is accurate and complete to the best
of my knowledge. I understand that if all required parts of this attachment are not completed and that if all required supporting information is not included, this
application package will be returned as incomplete.
Signature
,�,(. ar.,� Date
�.
FORM: WSCA 10-06 Page 5 of 5

WAKULLA QUADRANGLE NN zzz
NORTH CAROLINA
7.5 MINUTE SERIES (TOPOGRAPHIC) --y- -'_=_ _- \;X
SE/4 LAURINBURG 15' QUADRANGLE
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SCALE 1:24000
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--
CONTOUR INTERVAL 10 FEET
DATUM IS MEAN SEA LEVEL *��_

KtUr-lvCu► ""t
AQUIFER PROMTION SECTION
OCT 0 5 2010
FIEJ)4+If.KF L 1DOW EAn
RECEIVE
DENR-FAYETTEVItLf=`REGIONAL.
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757 257 0032 p.4
assimilation of higher amounts of P into the biomass eventually wasted from the system. Normally, in the absence of
oxygen, typical activated sludge organisms would be unable to assimilate the soluble carbon (SBOD). However, specific
organisms can absorb SBOD through the use of chemical energy liberated by the hydrolysis of phosphate to
orthophosphate. The anaerobic selector allows for,the proliferation of these organisms. In the subsequent anoxic zone of
the treatment process, these.organisms oxidize the absorbed and remaining BOD to generate energy to resynthesize the
polyphosphate from soluble orthophosphate and to form new cells, resulting in a net uptake of phosphorus. The
orthophosphate is therefore removed from the wastewater and becomes incorporated in the waste sludge. There will be
two anaerobic tanks each 7,023 gallons in volume.
Energy utilization by the phosphorus removing microorganisms for the purpose of BOD absorption during the anaerobic
phase is provided by the breakdown of stored 'polyphosphate. The polyphosphate is a linear molecule formed by linking
together orthophosphate molecules. As the polyphosphate breaks down in the anaerobic phase, soluble orthophosphate
is formed inside the cell. The orthophosphate then diffuses to the liquid outside the cell causing an increase in the soluble
phosphate in the mixed liquor of the anaerobic bioreactor.
The amount of polyphosphate released is proportional to the amount of soluble CBOD present in the influent wastewater.
Biomass in this tank will be mixed by means of a submersible propeller mixer. Mixed liquor is recycled to this tank from
the primary anoxic tank by means of the centrifugal pump. Mixed liquor is conveyed by gravity from this bioreactor to the
primary anoxic tank.
Primacy Anoxic Tank
The single stage anoxic bioreactor will provide the oxygen free environment necessary for the exogenous denitrification
process, which utilizes the carbon available in the influent CBOD. IN removal is accomplished in the primary anoxic
zone by the conversion of nitrate -nitrogen to nitrogen gas. Although the primary anoxic zone is maintained free of
dissolved oxygen, it contains oxygen in the form of nitrates recycled in the mixed liquor from the aeration tank. The carbon
source required for biological denitrification is provided by the influent wastewater. Oxygen. required for the oxidation of
BOD and NH3-N is supplied by the chemically bound oxygen freed from the nitrate ion. The result is the reduction. of
nitrates, contributing to the total nitrogen concentration, and decreasing the overall oxygen transfer requirements in the
aeration tank. There will be two anoxic tanks each 14,600 gallons in volume.
Carbon dioxide and water are also produced, resulting from the degradation of BOD. In addition, approximately half of the
alkalinity consumed during the notification is restored through, the denitrification process. Mixed liquor in this tank will be
In suspension by means of a submersible propeller mixer. Mixed liquor is recycled from the tank to the anaerobic tank by
means of a centrifugal pump. Mixed liquor is conveyed by gravity from this bioreactor to the aeration tank.
Aeration Tank
This single"stage aerobic bioreactor will provide the oxygen rich environment required for nitrification. The raw wastewater
influent ammonia and a portion of the organic, nitrogen, which can be readily hydrolyzed to ammonia, can'be oxidized in
an aerobic environment'to form nitrite and finally nitrate. This step is termed"nitrification and is carried out by the
autetrophic bacteria, Nitrosomonas and Nitrobacter. These microorganisms are slow -growing and require a longer sludge
retention, time (SRT) than the heterotrophic bacteria responsible for BOD removal. In the presence of dissolved oxygen
and a sufficient SRT, microorganisms will oxidize the BOD and ammonia. Nitrification involves the conversion of ammonia
by nitrified bacteria to nitrate.
Nitrate rich mixed liquor is recycled from this tank to the primary anoxic tank by means of a centrifugal pump. Uptake of
the released and influent soluble P takes place in this bioreactor. In order to meet the low effluent total phosphorus
requirement, a metal salt coagulant (Alum) may be added to this bioreactor to achieve chemical precipitation of
phosphorus. Oxygen is supplied via compressed air through fine bubble membrane diffusers arranged in a full floor,
coverage configuration. There will be two aerobic tanks each 25,900 gallons in volume.
Secondary Anoxic Tank
The single stage secondary anoxic bioreactor will provide the oxygen free environment necessary for the endogenous
denitrification. This secondary denitrification zone is required as the polishing step in order to meet the low effluent total
nitrogen requirement. Because ammonia must be nitrified under, aerobic or oxic conditions,. it is physically impossible to
recycle all of the nitrates back to the primary anoxic zone for denitrification. This remaining nitrate can be denitrified in a
secondary anoxic bioreactor. Thus for systems with stringent requirements for effluent total nitrogen; secondary anoxic
basins following the aeration tank must be utilized. Typically there is little to no available CBOD remaining in the system at
this point. Remaining nitrate is removed very slowly because the only source of carbon is the mixed liquor itself. As some
bacteria die and decompose, they,provide BOD for the other bacteria. This process is very slow and.is known as
endogenous respiration. An external carbon source may be -required and will. be included in the design. There will be two
anoxic tanks each 25,900 gallons in volume.

Sep 15 10 08:59a RC Willis 757 257 0032 p.5
During the winter and "off season" low flow months. This power reactor can be bypassed in -one of the two activated
sludge trains, allowing aerated mixed liquor to be conveyed directly to the MBR tanks.
Membrane Tanks
Mixed Liquorfrom each secondary anoxic zone is evenly distributed to an array of five (5) membrane tanks. Any individual
membrane tank can betaken off-line by means of gate or plug valves. Each MBR tank contains five (5) ,emerged
membrane modules which facilitate solid and liquid separation. Each tank, has been provided for one future module
space. Scour aeration is provided by means of coarse bubble diffusion. This scour aeration also meets oxygen and
respiration requirements of the biomass within these tanks. In order to control the solid concentration gradient at the
membranes, mixed liquor is recirculated at relatively high rates (4-5Q) from the membrane tanks to the aeration tanks.
Permeate is pulled through the membranes, by means of the manifold piping in the suction of centrifugal pumps: One
permeate pump is dedicated to each MBR tank. The permeate is then conveyed to the disinfection units. From the sludge
recirculation line, excess sludge (WAS) can be wasted to the aerated sludge holding tanks. The excess sludge
concentration will be approximately 1 % dry solids. There will be five membrane tanks each 14,220 gallons in volume. �A
total of 57,400 gallons of sludge holding is provided in four tanks.
Chemical Addition
In order to meet the target effluent total phosphorus concentrations, liquid alum can be added to the aeration tanks or to
the MBR tank flow distribution box. The chemical feed system consists of the duplex pump skid and the alum storage tank
with liquid level control. As a side benefit, coagulation addition is also believed to improve MBR flux performance due to
the coagulation/floculation mechanism of colloidal material.
Ultraviolet Disinfection
The wastewater is disinfected by ultraviolent disinfection and discharged to the infiltration basin. The ultraviolet
disinfection will be a dual train arrangement utilizing chambered vessels with low pressure `high -intensity' lamps. The
system is designed to provide an ultraviolet dose not less than 80,000 uW-s/cm2 after 12,000 hours of system operation
measured in wastewater with a 70% UN transmission at 253.7 nm and with a lamp output of 80% of its initial level after
one yearof operation. The effluent standard shall be a maximum of 14 FC/100 ml. the system shall have a manual quarts
wiping system to allow protective sleeves to be cleaned on a predetermined basis.
Infiltration Basin
The infiltration basins shall be located next to the wastewater treatment plant. The infiltration basin will be constructed
under a proposed elevated parking facility. Two basins shall be constructed so that maintenance can be performed, on
the sand beds and spray distribution system beneath.the first floor of the parking deck. Subsurface drains shall be
installed 50 feet from the infiltration basin surface to manage groundwater. This groundwater will be pumped to existing
irrigation ponds.
Five -Day Side -stream Detention Tank
Effluent from the treatment facility will be continuously monitored for turbidity. If either the turbidity exceeds 10 NTU or if
they permitted fecal coliform levels canhot be met, effluent will be discharged to the 2,600,000 five-day side -stream
detention time. The water in the tank will flow by gravity back to the head of the treatment plant.

Sep 15 10 09:00a RC Willis
757 257 0032 p.6
2. Do the facilities require any variance from 15A NCAC 02T or 15A NCAC 02L? ❑ Yes or ® No
If yes, provide a short narrative:
3. Does this application involve the permitting of fields/sites already in another permit?❑ Yes or ® No
4. Are you aware of any public concerns with the proposed project? ❑ Yes or ® No
If yes, provide a short narrative:
5. Do any sites have or have had groundwater standard exceedances? ❑ Yes or ® No
if yes, describe:
6. Does this project utilize a mechanical groundwater lowering drainage system? ® Yes or ❑ No
If yes, answer the following questions:
a. . What is the groundwater lowering drainage system's discharge rate? 575,000 GPD
b. Where does the groundwater lowering drainage system discharge? Irrigation Pond
c. If the groundwater lowering drainage system'discharges directly or indirectly (i.e., pond overflow) to surface
waters, wetlands and/or stormwater structures, provide the date the Applicant obtained written confirmation
from the Regional Office Surface Water Protection Section that operation of the groundwater lowering drainage
system will not adversely affect surface waters of the State. Submitted: & Received:
d. Are there any wetlands present in the vicinity of the groundwater lowering drainage system? ❑ Yes or N No.
if yes, provide date when Applicant obtained written confirmation from the Regional Office Surface Water
Protection Section that operation of the groundwater lowering drainage system will ,not adversely affect any
wetlands. Submitted: & Received:
7. Provide the classification for each immediate downstream waterbody of the wastewater treatment and disposal sites:
Waterbody: CURRITUCK SOUNDIPASOUOTANK RIVER BASIN & Classification: SC
Waterbody: & Classification:
Waterbody: & Classification:
Applicant's Certification per 15A NCAC 02T .0106(b):
1, Richard C Willis, Vice President (Signature Authority's name and title) attest that this express review request has been reviewed by
me and is accurate and complete to the best of my Knowledge. I understand that any incorrect, incomplete, or misleading information
presented above may lead to this project not being accepted into the express review program or summarily dismissed from the
pro,gram.
Note: In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement„
representation, or certifi tion in any application pa age sh 11 be guilty of a Class 2 misdemeanor, which may include a fine not to
exceed 10,000 as s pen o ,0 er viol ion.
Signature: Date:

LPWA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
March 5, 2010
Mr. Mark T. Cacciatore, Senior Director of Operations
Campbell Soup Supply Company, LLC
2120 NC Hwy 71 North
Maxton, North Carolina 28364
Dee f=reeman
Secretary
RECEIVED I DENR I DWQ
Aquifer Protection Section
MAR 16 2010
Subject: Permit Extension
Permit No. WQ0003626
Maxton Plant W WTP
Wastewater Surface Irrigation
Robeson County
Dear Mr. Cacciatore:
On August 5, 2009, Session Law 2009-406, entitled "An Act to Extend Certain Government
Approvals Affecting the Development of Real Property Within the State," was enacted by the General
Assembly and signed into law. The Act, known as the Permit Extension Act of 2009, extends the
expiration date of certain government approvals and permits. For additional information, the following
website ( http:lportal.nedenr.org/web/wq/aps/lau#extension ) can be viewed to address this statute and
affected DWQ permits.
Non -discharge permit, WQ0003626, issued by the Division of Water Quality falls within the
scope of this Act and is therefore being extended until 30 April 2017. Please note per your permit, a
renewal application must still be submitted six months in advance of the extended expiration date. If
Campbell Soup Company needs to modify, upgrade, retrofit infrastructure at this facility which would
require modification of the permit; a permit application can be submitted for review and the necessary
modified permit issued.
If you have any questions regarding this letter, please contact Division staff in the Fayetteville
Regional Office at [phone] or Central Office at [phone]. Thank you in advance for your
cooperation.
Sincerely,
Jim Barber
Aquifer Protection Section
cc: Fayetteville Regional Office, Aquifer Protection Section
WQ0003626 Permit File
WQ0003626 Notebook File
Robeson County Health Department
Technical Assistance and Certification Unit
DWQ Budget Office — Fran McPherson
AQUIFER PROTECTION SECTION
1636 Mail Service Center, Raleigh, North Carolina 27699.1636
location: 2728 Capital Boulevard, Raleigh, North Carolina 27604
One
Phone: [phone] FAX 1: 919-715-0588; FAX 2: 919-795-60481 Customer Service: 1-877-623-6748
NorhCaroina
Internet: www.nmatergualitv.oM
A/`yally
h Equal oppctun"Y 4 Airmavve Acor. Emiooyar

HCDEHR
North Carolina Department of Environment and Natural Resources
Division of Wai&Aality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
May 11, 2009
MARK T. CACCIATORE — SENIOR DIRECTOR OF OPERATIONS.
CAMPBELL SOUP SUPPLY COMPANY, LLC
2120 NC 71 HIGHWAY NORTH
MAXTON, NORTH CAROLINA 28364
Dear Mr. Cacciatore:
Dee Freeman
Secretary
Subject: Permit.No. WQ0003626
Maxton Plant & Silgan. Can
Company WWTP
Wastewater Surface Irrigation
Robeson County
In accordance with your renewal -request received December 1, 2008 and minor modification
request received December 22, 2008, we �re forwarding herewith Permit No. WQ0003626, dated May 11,
2009, to Campbell Soup Supply Company, LLC for the construction and operation of the subject
wastewater treatment facility modifications, abandonment of the existing dissolved air floatation
facilities, and the continued operation of the existing wastewater treatment and surface irrigation
facilities.
The subject modifications include the addition of a new flow splitter box, two (2) dissolved air
flotation (DAF) cells, two (2) DAF sludge holding tanks, a pump room, a grit removal room and a sludge
trailer pad.
This permit shall be effective from the, date of issuance until April 30, 2014, shall void Permit No.
WQ0003626 issued February 10, 2005, and shall be subject.to the conditions and limitations as specified
therein. Please pay particular attention to the monitoring requirements in this permit. Failure to establish
an adequate system for .collecting and maintaining the required operational information will result in
future compliance problems.
Please note that since the last permit issuance, the Division has instituted a new monitoring
policy for all non -discharge systems and created a new permit shell. Please pay careful attention to
the monitoring frequencies and parameters listed in Attachment A, as they may differ from the.
requirements and frequencies in the last permit issuance. Due to these changes, the following will
summarize conditions removed and reworded since the last permit issuance, as well as notify the
Permittee of new conditions:
AQUIFER PROTECTION SECTION '
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Location: 2728 Capital Boulevard, Raleigh, North Carolina 27604
Phone: [phone] FAX 1: 919-715.0588; FAX 2: 919-715.60481 Customer Service: 1-877-623.6748
Internet: www.ncwatemualitv,org
An Equal Opportunity 1 AlfirmalJve Actfon Employer
One
NorthCa.I-otina
NaAMMAY

• ,.tt
Mr. Mark T. Cacciatore
Aay 11, 2009
Page 2 of 4
➢ Conditions removed from the permit issued February 10, 2005:
Condition IVA. — removed because' monitoring wells MW-11 and MW-12 have been
constructed and are operational.
2. Condition VIS. — removed because this requirement is only applicable to Coastal Waste
Treatment Disposal systems under 15A NCAC 02H .0400.
➢ Conditions reworded from the permit issued February 10, 2005:
1. Condition H.3. — This condition was reworded to clarify runoff as runoff from applied
wastewater, and to allow continued irrigation on sections of fields not affected by runoff.
➢ New conditions since the permit issued February 10, 2005:
1, Condition 11.1. — This condition requires that land application sites be inspected and a record
maintained 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.
2. Condition'11.4. — This condition requires that all wells constructed for purposes of
groundwater monitoring shall be constructed in accordance with 15A NCAC 02C .0108, and
any other state and local laws and regulations pertaining to well construction.
3. Condition 11.9. — This condition requires the Permittee to modify their permit prior to the sale
of any land that may affect the existing compliance boundary.
4. Condition 11.10. —This condition prohibits the construction of any well, other than
monitoring wells, inside the compliance boundary. Please note the previous permit was
subject to this requirement under 15A NCAC 02L .0107(d), therefore, this condition is
intended to voice this rule.
S. Condition 11.11. — This condition requires any landowner who owns land within the
compliance boundary, but who is not the Permittee, to execute and file with the County
Register of Deeds an easement with the requirements listed in the said Condition. Please note
the previous permit was subject to this requirement under 15A NCAC 02L .0107(f),
therefore, this condition is intended to voice this rule.
6. Condition 11.13.c. —This condition includes the 15A NCAC 02T .0506(b) setbacks for the
new DAF units. '
7. Condition 111.6. — This condition requires that all waste application equipment must be tested
and calibrated at least once per permit cycle.
8. Condition IV,2. — This condition requires that all laboratory analyses for effluent, ground
waters, or surface waters be made by a Division certified laboratory.

Mr. Mark T. Cacciatore
May 11, 2009
Page 3 of 4
9. Condition IV.7. — This condition requires the Permittee to keep and maintain a record of all
residuals removed from this facility.
10. Condition IV.8. — This condition requires the Permittee to keep and maintain a wastewater
treatment plant maintenance log.
11. Condition VI.7. — This condition requires the Permittee to maintain this permit until all
permitted facilities are properly closed or permitted under another permit issued by an
appropriate permitting authority.
12. Attachment A — A maximum daily flow limit of 4,311,206 gallons per day.(GPD) has been
instituted due to recent compliance issues regarding ponding and runoff from the irrigation
fields. Once Field H has been constructed and the Engineering Certification submitted, the
maximum daily flow may increase to 5,039,515 GPD. In addition, per the Aquifer Protection
Sections Monitoring Policy, passive treatment systems disposing of more than 500,000 GPD
shall sample all effluent parameters at a minimum of 2 times per month, unless noted
otherwise. In addition, note that Lead has been removed from the monitoring parameters.
13. Attachment C — Monitoring well MW-10 has been added back into the groundwater
monitoring regimen. In addition, note.that Fecal Coliforms have been removed from the
monitoring parameters.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty (30) days following receipt of
this permit. This request must 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, 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
[e-mail].
Sincerely,
!�,.Coleen H. Sullins
cc: Robeson County Health Department
Fayetteville Regional Office,. Aquifer Protection Section
John H. Reid, PE — Reid Engineering Co.
Bob Branch — Branch Residuals & Soils, LLC
Technical Assistance and Certification Unit
APS Central Files
LAU Files

Mr. Mark T. Cacciatore
May 11, 2009
Page 4 of 4
THIS PAGE BLANK

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
SURFACE 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 00.0;000_-gallon..pet __day_:{GPD)' wastewater treatment and surface irrigation disposal
facility consisting of the:
construction and operation of a flow splitter tank; two (2) dissolved -air flotation (DAF) cell influent flow
meters; two (2) 18,000 gallon DAF cells with two (2) 145 gallon per minute (GPM) grit pumps (one
pump is an existing grit pump to be relocated) and two (2) 250 GPM recycle pressurization pumps; two
(2) 10,000 gallon DAF sludge holding tanks with two (2) 7.5 horsepower (hp) mixers, two (2) 210 GPM
sludge removal pumps and a sludge flow meter; and a grit classifier consisting of a cyclone and
dewatering screw; the
constructionand operation of. 62.38 acres of spray irrigation fields (i.e., Field H) and its associated
piping, valves, controls and appurtenances;
continued operation, and subsequent abandonment of a 217,000 gallon dissolved air flotation unit with a
1,471 GPM recycle pump; an air -saturation tank with a 30 cubic feet per minute (CFM) compressor; a
200 GPM grit pump; a 20 GPM scum/grease rotary positive displacement pump; and a 200 GPM sludge
cyclone and 50 cubic feet per day (CID) classifier; and the
continued operation of a Parshall flume with a flow recorder/totalizer; a mechanical bar screen; a lime
slurry system for pH and odor control; six (6) 800 GPM influent pumps; one (1) 4 foot 1,064 GPM rotary
screen; three (3) 6 foot 1,700 GPM rotary screens; a 23,000 gallon clearwell with six (6) 800 GPM
pumps; a spray irrigation pump station with six (6) 800 GPM pumps and a high-water alarm; six (6)
programmable -controller spray irrigation center -pivot systems and one _(1) solid -set irrigation system;
approximately 385.64 acres of irrigation fields (i.e., Fields A, C, D, E, F, G, I and J); an emergency
standby 8.6-acre land application row and furrow system (i.e., Field B) for use during power outages or
during inclement weather only as necessary to prevent a discharge from the remaining irrigation fields;
and all associated piping, valves, controls, monitoring and sampling equipment, and appurtenances
to serve the Maxton Plant and Silgan Can Company, with no discharge of wastes to the surface waters,
pursuant to the renewal application received December 1, 2008 and the minor modification application
received December 22,, 2008 by the Division of Water Quality (Division), and in conformity with the
project plan, specifications, and other supporting data subsequently filed and approved by the Department
of Environment and Natural Resources and considered a part of this permit.
WQ0003626 Version 3.0 Shell Version 090204 Pagel of 10

This permit shall be effective from the date of issuance until, April 30, ,2014, -shall void Permit No.
WQ0003626 issued February 10, 2005, and shall be subject to the following specified conditions and
limitations:
L SCHEDULES
1. Upon completion of construction and prior to operation of the permitted facility modifications, a
certification (see attached form) must be received from a professional engineer certifying that the
permitted facility modifications have been installed in accordance with this permit, the approved
plans and specifications, and other supporting materials including the location of all monitoring wells
as applicable. If this protect is to be completed in phases and partially certified you 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
Aquifer Protection Section, Division of Water Quality, 1636 Mail Service Center, Raleigh, NC
27699-1636.
2. The Fayetteville Regional Office, telephone number [phone], shall be notified at least forty-
eight (48) hours in advance (excluding weekends and holidays) of operation of the installed modified
facilities so that an in -place inspection can be made. Such notification to the regional supervisor shall .
be made during the normal office hours from 8:00 a.m. until 5:00 p.m. on Monday through Friday,
excluding State Holidays.
3. Within ninety (90) days of permit issuance, the Permittee shall submit two original copies of a scaled
site map (scale no greater than 1"=100); however, special provisions may be granted upon prior
approval for large properties. The map(s) must 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 area(s).
d. The latitude and longitude of the established horizontal control monument.
e, The elevation of the top of the well casing (which shall be known as the "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 review and compliance 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 that may take place on the property. The maps and
any supporting documentation shall be sent to the N.C. Division of Water Quality, Aquifer Protection
Section, 1636 Mail Service Center, Raleigh, N.C. 27699-1636. The Permittee is responsible for the
geographic accuracy of any map submitted, however producer.
4. No later than six months prior to the expiration of this permit, the Permittee shall request renewal of
this permit on official Division forms. Upon receipt of the request, the Division will review the
adequacy of the facilities described therein, and if warranted, will renew the permit for such period of
time and under such conditions and limitations as it may deem appropriate- Please note that Rule 15A
NCAC `,02T :0105(d) requires,. an updated' site,map' to Ire- submitted `with the -permit renewal
application.
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H. PERFORMANCE STANDARDS
1. 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.
i
2. The surface irrigation facilities shall be effectively maintained and operated at all times so that there
is no discharge to the surface waters, nor any contravention of groundwater or surface water
standards. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions due to improper operation and maintenance, or failure of the irrigation area to
adequately assimilate the wastewater, the Permittee shall take immediate corrective actions including
those actions that may be required by the Division, such as the construction of additional or
replacement wastewater treatment and disposal facilities.
3. The issuance of this permit shall not relieve the Permittee of the responsibility for damages to ground
or surface waters resulting from the operation of this facility.
4. All wells that are 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 state and local laws and regulations pertaining to well construction.
5. Effluent limitations shall not exceed those specified in Attachment A.
I
6. Application rate(s), whether hydraulic, nutrient, or other pollutant shall not exceed those specified in
Attachment B.
i
i
7. The compliance boundary for the disposal system is specified by rules in 15A NCAC 02L .0100,
Groundwater Classifications and Standards. The disposal system consisting of Fields A `R C; D, and
E was individually, permitted.prior.. to December 30, 1983; therefore; the. compliance. -boundary is
established at either 500 feet -from the waste disposal area, or at=the property boundary, whichever is
closest to the waste 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. I'
8. The compliance boundary for the disposal system is specified by rules in 15A NCAC 02L,
Groundwater Classifications and Standards. The disposal system consisting of Fields ,,G, I=and J
was individually. permitted on .or after December. 30, 1983; therefore, the compliance,', boundary is
established at either 250 feet from the waste disposal area; or 50 feet within the propeity boundary,
whichever is closest to the -waste 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.
9. The Permittee shall apply for a permit modification prior to any sale or transfer of property that
affects a compliance boundary to establish a new compliance boundary.
I
10. In accordance with 15A NCAC 02L .0107(d), no wells, other than monitoring wells, shall be
constructed within the compliance boundary except as provided by 15A NCAC 02L .0107(g).
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I L Except as provided for in 15A NCAC 02L .0107(g), the Permittee shall ensure that any landowner
who owns land within the compliance boundary, but who is not the permittee, shall execute and file
with the Register of Deeds in the county in which the land is located an easement running with the
land that contains 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 review boundary is established around the disposal systems midway between the compliance
boundary and the perimeter of the waste disposal area. Any exceedance of standards at the review
boundary shall require action in accordance with 15A NCAC 02L .0106.
13. The facilities permitted herein must be constructed according to the following setbacks:
a. The setbacks for Irrigation sites 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 Treatment and Storage 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 Treatment and Storage Units permitted after September 1, 2006 shall be as
follows (all distances in feet):
i. Any habitable residence or place of public assembly under separate ownership:
ii. Any private or public water supply source:
iii. Surface waters:
iv. Any well with exception of monitoring wells:
v. Any property line:
100
100
50
100
50
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III. OPERATION AND MAINTENANCE REQUIREMENTS
1. The facilities shall be properly maintained and operated at aH 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 including operational functions, maintenance
schedules, safety measures, and a spill response plan.
2. Upon classification of the wastewater treatment and irrigation facilities by the Water Pollution
Control System Operators Certification Commission (WPCSOCC), the-Permittee shall designate and
employ a certified operator to be in responsible charge (ORC) and one or more certified operator(s) to
be back-up ORC(s) of the facilities in accordance with 15A NCAC 08G .0200. The ORC shall visit
the facilities in accordance with 15A NCAC 08G .0200 or as specified in this permit and shall comply
with all other conditions specified in these rules.
3. A suitable year round vegetative cover shall be maintained 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 wastewater ponding or wastewater runoff from the
irrigation field.
Inclement weather shall not affect the spray irrigation of wastewater unless the ground is in a
condition that will cause runoff of applied wastewater from. sections of Fields A, C, D, E, F, G, H
(when constructed), I and J. During such events, excess wastewater shall be diverted to Field B until
the impacted field sections are inspected and deemed suitable for resuming irrigation. If an upset
condition occurs in Field B, resulting in an overflow or discharge of wastewater, the Permittee shall
contact the Division. The_Permittee shall- also: conduct-a.study:.to,determine.how and:why-this -upset
condition occurred, and shall take the necessary steps to ensure that future problems do not arise. The
study, and its recommendations shall be submitted to both the Regional and Central Offices upon
completion..
6. 'Ail waste application equipment must be tested and calibrated at least once per permit cycle. Records
of the calibration must be maintained for five years.
7. No type of wastewater other than that from the Maxton Plant and Silgan Can Company shall be
irrigated onto the irrigation area.
8. No traffic or equipment shall be allowed on the disposal area except while installation occurs or while
normal maintenance is being performed.
9. Public access to the land application sites shall be controlled during active site use. Such controls
may include the posting of signs showing the activities being conducted at each site.
10. The residuals generated from these treatment facilities must be disposed / utilized in accordance with
15A NCAC 02T .1100. The Permittee shall maintain a residual management plan pursuant to 1 SA
NCAC 02T .0508.
1 I . Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited.
12. 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 (3) feet, unless the
Permittee has demonstrated to the Director or his delegate, by using predictive calculations or
modeling methods acceptable to the Director or his delegate, that such placement will not result in the
contravention of classified groundwater standards.
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IV. MONITORING AND .REPORTING REQUIREMENTS
Any monitoring (including groundwater, surface water, soil or plant tissue analyses) deemed
necessary by the Division to ensure surface and ground water protection will be established and an
acceptable sampling reporting schedule shall be followed.
2. All :laboratory analyses for effluent, groundmaters, or surface waters shall be made by a laboratory
certified by the Division for the required parameter(s) under ISA NCAC 02H .0800.
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 consistent with
approved engineering and scientific practices to ensure the accuracy and reliability of flow
measurement. Flow measurement devices selected shall be capable of measuring flows with a
maximum deviation of less than 10 percent from true flow, accurately calibrated at a minimum of
once per year, and maintained to ensure that the accuracy of the measurements is consistent with the
accepted capability of that type of device. The Permittee shall keep records of flow measurement
device calibration on file for a period of at least three years. At a minimum, data to be included in
this documentation shall be:
a. Date of flow measurement device calibration,
b. Name of person performing calibration, and
c. Percent from true flow.
4. The ::effluent from the subject facilities. shall be monitored by the Permiftee, at the frequencies and
locations for the parameters specified in Amp/7 PA
5. The Permittee tracking the amount of wastewater disposed shall maintain adequate records. These
records shall include, but are not necessarily limited to, the following information:
a. Date of irrigation,
b. Volume of wastewater irrigated,
c.. Field irrigated,
d. Length of time field is irrigated,
e. Continuous weekly, monthly, and year-to-date hydraulic (inches/acre) loadings for each field,
f. Continuous "monthly and year-to-date, loadings _ for ;any, non -hydraulic .parameter, .;specifically
limited'in Attachment B for each field;
g. Weather conditions, and
h. Maintenance of cover crops.
6. 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.
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7. A record shall -be maintained of all residuals removed from this facility. This record shall include the
name of the hauler, permit authorizing the disposal or a letter from a municipality agreeing to accept
the residuals, date the residuals were hauled, and volume of residuals removed.
8. A maintenance log shall be maintained at this facility including but not limited to the following items:
a. Visual observations of the plant and plant site.
b. Record of preventative maintenance (changing of equipment, adjustments, testing, inspections
and cleanings, etc.).
c. Date of calibration of flow measurement device.
9. Monitor wells shall be sampled after construction and within 3 months prior to initiating waste
disposal operations. Monitor wells shall be sampled thereafter at the frequencies and for the
parameters specified in Attachment C. All _mam)in , well construction forms well abandonment
forms, and monitoring data shall refer to the permit number and the well nomenclature as provided in
Attachment C and Figure 1.
10. Two' (2) copies of the results of the sampling and analysis must be received on Form. GW-59
(Groundwater Quality Monitoring: Compliance Report Form), along with: attached copies: of
labo„ratory .analyses, , by the Division of Water Quality, Information Processing Unit, 1617 Mail
Service Center, Raleigh, North Carolina 27699-1617 on or before the last working day of the month
following the sampling month. Form GW-59 shall include the number of this permit and the
appropriate well identification number. One Form GW-59a certification form shall be provided for
each set of sampling results submitted.
11. Three (3) copies of all monitoring data [as specified .in Conditions IV.3. and IVA] on Form NDMR
for each PPI and three (3) copies of all operation and disposal records [as specified in Condition
IV.5.] on Form NDAR-1 for every field -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
12. An annual representative soils analysis (Standard Soil Fertility Analysis) shall be conducted on each
irrigation field and the results maintained on file by the Permittee for a minimum of five years. The
Standard Soil Fertility Analysis shall include, but is not necessarily limited to, the following
parameters:
Acidify
Manganese
Potassium
Calcium
Percent Humic Matter
Sodium
Copper
pH
Zinc
Magnesium
Base Saturation (by calculation)
Phosphorus
Cation Exchange Capacity
Exchangeable Sodium Percentage
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1A
13. 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 wastewater treatment facility which results in the treatment of significant
amounts of wastes which are abnormal in quantity or characteristic, such as the dumping of the
contents of a sludge digester; the known passage of a slug of hazardous substance through the
facility; or any other unusual circumstances including runoff from the irrigation fields due to
applied wastewater.
b. Any process unit failure, due to known or unknown reasons, that render the facility incapable of
adequate wastewater treatment such as mechanical or electrical failures of pumps, aerators,
compressors, etc.
c. Any failure of disposal system resulting in a by-pass directly to receiving waters.
d. Any time that self -monitoring information indicates that the facility has gone out of compliance
with its permit limitations including, but not limited to, freeboard :measurements, effluent,,
limitations, exceedances of groundwater standards, or overloading of any field.
For any emergency that requires immediate reporting (e.g., discharges to surface waters, imminent
failure of a storage structure, etc.) outside normal business hours must be reported to the Division's
Emergency Response personnel at telephone number [phone], [phone], or (919) 733-
3300. Persons reporting such occurrences by telephone shall also file a written report in letter form
within five (5) days following first knowledge of the occurrence. This report must outline the actions
taken or proposed to be taken to ensure that the problem does not recur.
1. Adequate inspection and maintenance shall be provided by the Permittee to ensure proper operation
of the subject facilities.
2. The Permittee or his designee shall inspect the wastewater treatment and disposal facilities to prevent
malfunctions and deterioration, operator errors and discharges which may cause or lead to the release
of wastes to the environment, a threat to human health, or a nuisance. The Permittee shall keep an
inspection log or summary including at least the date and time of inspection, observations made, and
any maintenance, repairs, or corrective actions taken by the Permittee. This log of inspections shall
be maintained by the Permittee for a penod:of=five years from--the=date of the inspection and shall be
made available upon request to the Division or other permitting authority.
3. Any duly authorized officer, employee, or representative of the Division may, upon presentation of
credentials, enter and inspect any property, premises or place on or related to the disposal site or
facility at any reasonable time for the purpose of determining compliance with this permit; may
inspect or copy any records that must be maintained under the terms and conditions of this permit,
and may obtain samples of groundwater, surface water, or leachate.
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VI. GENERAL CONDMONS
1. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee
to an enforcement action by the Division in accordance with North Carolina General Statute 143-
215.6A to 143-215.6C.
2. This permit shall become voidable unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other supporting data.
3: This permit is effective only with respect to the nature and volume of wastes described in the
application and other supporting data. No variances -to applicable rules. governing the construction
and / or operation of the permitted facilities are granted unless specifically requested and granted in
this permit. .
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 government agencies (local, state,
and federal) that have jurisdiction. Of particular concern to the Division are applicable river buffer
rules in 15A NCAC 02B .0200, erosion and sedimentation control requirements in 15A NCAC
Chapter 4 and under the Division's General Permit NCGO10000, and any requirements pertaining to
wetlands under 15A NCAC 02B .0200 and 02H .0500.
5. In the event there is a desire for the facilities to change ownership, or there is a name change of the
Permittee, a formal permit request must be submitted to the Division on official Division form(s),
documentation from the parties involved, and other supporting materials as may be appropriate. The
approval of this request will be considered on its merits and may or may not be approved. The
Permittee of record shall remain fully responsible for compliance until a permit is issued to the new
owner.
6. The Permittee shall retain a set of 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.
8. The Permittee shall pay the annual fee within thirty (30) days after being billed by the Division.
Failure to pay the fee accordingly may cause the Division to initiate action to revoke this permit
pursuant to 15A NCAC 02T .0105(e).
Permit issued this the 11 h day of May 2009
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
r, Joe .Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0003626
WQ0003626 Version 3.0 Shell Version 090204 Page 9 of 10

Permit No. WQ0003626
May 11, 2009
ENGINEER'S CERTIFICATION
Partial Final
1, , as a duly registered Professional Engineer in the State
of North Carolina, having been authorized to observe (periodically, weekly, full time) the construction of
the project,
Project Name
Location and County
for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial
compliance and intent of this permit, the approved plans and specifications, and other supporting
materials.
Signature
Date
Registration No.
WQ0003626 Version 3.0 Shell Version 090204 Page 10 of 10

ATTACHMENT A - LIMITATIONS AND MONITORING REQUIREMENTS
PPI 001— WWTF Effluent
Permit Number: WQ0003626 Version: 3.0
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING RE UIREMENTS
Parameter Description - PCS Code
Monthly Average
Weekly Average
Daily Maximum
Measurement
Frequency
Sample
Type
BOD, 5-Day (20 Deg. C) - 00310
2 x Month
Grab
Cadmium, Total (as Cd) - 01027
2 x Month
Grab
Calcium, Total (as Ca) - 00916
2 x Month
Grab
Copper, Total (as Cu) - 01042
2 x Month
Grab
Flow, in conduit or thru treatment plant - 50050
4,000,000
GPD
r413111;206 �;:.,
,_GPD
Continuous
Continuous
Magnesium, Total (as Mg) - 00927 .
2 x Month
Grab
Nickel, Total (as Ni) - 01067
2 x Month
Grab
Nitrogen, Ammonia Total (as N) - 00610
2 x Month
Grab
Nitrogen, Kjeldahl, Total (as N) - 00625
2 x Month
Grab
Nitrogen, Nitrate Total (as N) - 00620
2 x Month
Grab
pH — 00400
5 x Week
Grab
Phosphorus, Total (as P) - 00665
2 x Month
Grab
Plant Available Nitrogen - WQ09
2 x Month
Calculated
Sodium Adsorption Ratio - 00931
2 x Month
Calculated
Sodium, Total (as Na) - 00929
2 x Month
Grab
Solids, Total Suspended — 00530
2 x Month
Grab
Zinc, 'Total (as Zn) - 01092
2 x Month
Grab
1. Once .Field H has been constructed and the Engineer's Certification has been provided to the Division, the daily maximum effluent flow rate may increase to 5,039,515 GPD.
WQ0003626 Version 3.0 Attachment A Page 1 of 2

THIS PAGE BLANK
W00003626 Version 3.0 Attachment A Page 2 of 2

ATTACHMENT B - APPROVED LAND APPLICATION SITES AND LIMITATIONS Permit Number: WQ0003626 Version: 3.0
Campbell Soup Supply Company, LLC — Maxton Plant and Silgan Can Company
IRRIGATION AREA INFORMATION
APPLICATION LIMITATIONS
Field
Owner
County
Latitude
Longitude
Net
Aerea a
Dominant
Soil Series
Parameter
Hourly
Rate
Yearly
Max
'Units
A
Campbell Soup Supply Company, LLC.
Robeson
34° 48' 29"
-79' 18' 48"
83.35
01284 — Application Surface Irrigation
156
inches
WQ09 — Plant Available Nitrogen
350
Ibs/ac/yr
B
Campbell Soup Supply Company, LLC
Robeson
34" 48' 14"
-79018' 43"
8.60
01284 —Application Surface Irrigation
156
inches
WQ09 — Plant Available Nitrogen
350
lbs/ac/yr
C
Campbell Soup Supply Company, LLC
Robeson
34" 48' 14"
-79' 18' 26"
58.42
01284 —Application Surface Irrigation
156
inches
WQ09 — Plant Available Nitrogen
350
lbs/ae/yr
D
Campbell Soup Supply Company, LLC
Robeson
34948' 04"
-79018' 10"
35.34
01284 —Application Surface Irrigation
156
inches
WQ09 — Plant Available Nitrogen
350
Ibs/ac/yr
E
Campbell Soup Supply Company, .LLC
Robeson
34048' 17"
-79* 18' 01"
54.59
01284 —Application Surface Irrigation
156
inches
WQ09 — Plant Available Nitrogen
350
lbs/ac/yr
F
Campbell Soup Supply Company, LLC
Robeson
34° 48' 08"
-790 17' 42"
39.49
01284 — Application Surface Irrigation
156
inches
WQ09 — Plant Available Nitrogen
350
Ibs/ac/yr
G
Campbell Soup Supply Company, LLC
Robeson
34047' 57"
-790 17' 52"
33.35
01284 — Application Surface irrigation
156
inches
WQ09 — Plant Available Nitrogen
350
lbs/ac/yr
H
Campbell Soup Supply Company, LLC
Robeson
34° 47' 49"
-79" 1735"
62.38.
01284—Application Surface Irrigation
156
inches
WQ09 — Plant Available Nitrogen
350
Ibs/ae/yr
I
Campbell Soup Supply Company, LLC
Robeson
340 47' 47"
-79" 18' 07"
30.0
01284 —Application Surface Irrigation
156
inches
WQ09 — Plant Available Nitrogen
350
lbs/ac/yr
J-1
Campbell Soup Supply Company, LLC
Robeson
340 47' 50"
-790 17' 58"
3.90
01284 — Application Surface Irrigation
0.5
91
inches
WQ09 — Plant Available Nitrogen
220
lbs/ac/yr
J-2
Campbell Soup Supply Company, LLC
Robeson
34047' 48"
-790 17' 54"
4.81
01284 — Application Surface Irrigation
0.5
91
inches
WQ09 — Plant Available Nitrogen
220
Ibs/ac/yr
J-3
Campbell Soup Supply Company, LLC
Robeson
34147' 47"
-790 1714911
4.44
01284 — Application Surface Irrigation
0.5
91
inches
WQ09 — Plant Available Nitrogen
220
Ibs/ac/yr
WQ0003626 Version 3.0 Attachment B Page 2 of 2

J-4
Campbell Soup Supply Company, LLC
Robeson
34° 47' 48"
-79° 18' 00"
1.85
01284 — Application Surface Irrigation
0.5
1 91
inches
WQ09 —Plant Available Nitrogen
220
Ibs/ac/yr
J-5
Campbell Soup Supply Company, LLC
Robeson
34° 47' 41"
-79° I7' 57"
6.26
01284 — Application Surface Irrigation
0.5
91
inches
WQ09 — Plant Available Nitrogen
220
lbs/ac/yr
J-6
Campbell Soup Supply Company, LLC
Robeson
340 47' 28"
-79018' 02"
5.62
01284 - Application Surface Irrigation
0.5
91
inches
WQ09 — Plant Available Nitrogen
220
lbs/ae/yr
J-7
Campbell Soup Supply Company, LLC
Robeson
34047' 25"
-79018' 00"
5.37
01284 — Application Surface Irrigation
0.5
91
inches
WQ09 — Plant Available Nitrogen
220
lbs/ac/yr
J-8
Campbell Soup Supply Company, LLC
Robeson
34° 47' 33"
-79° 17' 59"
4.78
01284 — Application Surface Irrigation
0.5
51
inches
WQ09 — Plant Available Nitrogen
220
lbs/ac/yr
J-9
Campbell Soup Supply Company, LLC
Robeson
34° 47' 36"
-79° 18' 00"
5.75
01284—Application Surface irrigation
0.5
51
inches
WQ09 — Plant Available Nitrogen
220
ibs/ac/yr
J-10
Campbell Soup Supply Company, LLC
Robeson
34° 47' 38"
-79° I7' 39"
4.68
01284 — Application Surface Irrigation
0.5
91
inches
WQ09 — Plant Available Nitrogen
220
lbs/ac/yr
J-1 I
Campbell Soup Supply Company, LLC
Robeson
34° 47' 35"
-79° IT 43"
3.64
01284 —Application Surface Irrigation
0.5
51
inches
WQ09 — Plant Available Nitrogen
220
lbs/ac/yr
Total
456.62
WQ0003626 Version 3.0
Attachment B
Page 2 of 2

ATTACHMENT C — GROUNDWATER MONITORING AND LIMITATIONS Permit Number: W00003626 Version: 3.0
Monitoring wells: MW-1, MW-2, MW-3, MW-4, MW-5, MW-6, MW-8, MW-9, MW-10, MW-11 and MW-12
GROUNDWATER CHARACTERISTICS
GROUNDWATER STANDARDS
MONITORING REQUIREMENTS
Parameter Description - Parameter Code
Daily Maximum
Frequency Measurement
Sample Type
Footnotes
Carbon, Tot Organic (TOC) — 00680
mg/1
3 x Year
Grab
1,4
Chloride (as CI) — 00940
250
mg/1
3 x Year
Grab
1
Nitrogen, Ammonia Total (as N) — 00610
mg/l
3 x Year
Grab
I
N itrogen, Nitrate Total (as N) — 00620
10
tng/l
3 x Year
Grab
1
pH — 00400
6.5-8.5
s.u.
3 x Year
Grab
1,2
Phosphorus, Total (as P) — 00665
mg/l
3 x Year
Grab
1
Solids,'1'otal Dissolved-180 Deg C-70300
'500,
mg/I
3 xYear
Grab
1
Water level, distance from measuring point— 82546
ft
3 x Year
Calculated
1, 2, 3
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 p.14 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.
S. Monitoring wells shall be reported consistent with the nomenclature and location information provided in Figure 1 and this attachment.
WQ0003626 Version 3.6
Attachment C
Page I of I

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