WQ0003626_SOC Report_20110407

April 7, 2011
Mr. Joel Shields
NCDENR
Division of Water Quality
225 Green Street
Suite 714
Fayetteville, NC 28301-5043
Dear Mr. Shields:
The project items outlined in the SOC (Special Order by Consent) have been
completed as of this month's progress report. Campbell Soup Supply Company
is now is the process of operating the system and addressing problems and
issues as they happen. At the present time the system is operating according to'
design. We will continue to optimize and troubleshoot problems and issues as
they occur.
Attached below is a list of completed items that summarizes the construction and
upgrades that were completed pertaining to the spray irrigation system and spray
irrigation fields.
Completed Project Items
Spray Field Controls Project and Equalization Tank (One Million Gallon)
• The project was approved on October 8, 2009.
• The kick off meeting between the Maxton Plant and World Head Quarters
to start mapping out the path of the project was held on October 28, 2009.
• Criser, Troutman and Tanner have been issued a purchase order number
to begin the preliminary engineering work for the project.
• The Valley control panels for each pivot (A,C,D,E,F,G Fields) has been
ordered and received.
• Two Valley Base Station 2 Control Systems has been ordered \and
received.
• An Atlas Compco Compressor and Dryer—Hankison Membrane Type have
been installed for the operation of Fields I and J.
• The collector rings were ordered and received.
• Field G was completed in December 2009 with the installation of 300
linear feet of 18 inch pipe and 400 ton of #57 stone. This alleviated
ponding issues on the back side of Field G (edge of Field H borders this
area).
• The new replacement sprinkler heads for all the pivots (A,C,D,E,F,G
Fields) have been installed.

• The new replacement sprinkler headsfor all the stationary sprinklers (I, J
Fields) have been installed.
• Field F needed grading work to ;fill in low areas and large holes, this work
began on Monday, December 7, 2009. It was completed and the field was
placed back in service on April 17, 2010.
• Shutdown Tie -Ins per Criser, Troutman and Tanner's Engineering
Drawings were completed between 07/02 - 07/11.
•` One Million Gallon Equalization Tank — Engineering Design has been
Stamped by PE
• One Million Gallon Equalization Tank = Fabrication and Install -
Construction for the One Million Gallon Equalization Tank support
equipment that was necessary to complete over shutdown to allow future
connection while in production are complete,
• Activities completed during shutdown include:
• Excavation of 20-inch FM tie-in location
• (b) excavation of exterior pump:house and core locations
(c) installation of branch tee,and 'valves for 20-inch FM
• (d) installation of Equalization Tank 24anch overflow in to pump house wet
well
• (e) installation of Equalization Tank 24-inch discharge in to pump house
wet well
(f) Equalization Tank 24-inch discharge installation of the control valve
isolation and bypass loop
• (g) installation of the control valve vault.
• Criser, Troutman and Tanner has completed civil and erosion control
plans. A meeting was held with NCDENR on September 9, 2010 for the
review.
The pump and field control plan is complete and was delivered September
20, 2010 for installation and startup.
• Relocation of A Pivot force main is complete.
• Powers Surveying verified the tank location Longitude and Latitude and
set markers for base grading
• S&ME performed the geotechnical survey on the base before the stone
was put down and a very good pass on the bearing capacity was received.
• Evacuating and grading is complete for the equalization tank. The stones
have been placed in the bottom.,
• Construction Resource Group had pump down forms and laid 48,000
pounds of rebar. This was completed on October 30, 2010.
• Concrete was poured Wednesday, November 10, 2010.
• NCDENR sent the new permit for the Spray Irrigation System on October
22, 2010, this includes the permit modification done to include the
equalization tank.
• Tank installation mechanical installation is complete.
• Wall panes (48) have been installed. Grouting of joints is complete.
• Post -tensioning is complete.

• The Equalization Tank was filled on evening of 12/24 around 6:30pm
(same day started).
• Construction. Resource Group (equalization tank manufacturer) approved
the hydro test given a specification of less than.496.82 gallons in a 48
hour time frame. Our finding were zero gallons were`lost in a 48 hour time
frame. Construction Resource Group stated that they thoroughly inspected
every wall panel, wall joint and the entire base key and found no evidence
of leaks or damp spots throughout the entire tank. All in all, looks to be a
solid install.
• Backfilling has began in earnest per Construction Resource Group
specifications around the Equalization Tank on January 4, 2011, and was
completed on Wednesday January 5, 2011, excluding the walkway along
the perimeter path.
• Electrical conduit has been installed from the pump house to and around
the tank.
• Unistrut has been mounted to the outside Wall of the tank so 3 phase
disconnects can be placed and control and power wiring can be
terminated to this point until equipment is set:
• The control valve has been installed; the actuator Was installed on
January12, 2011. May run temporary 480 power, if possible and use a
milliamp simulator to stroke and test the valve operation so it will be fully
operation ready.
• The tank will be emptied on the weekend of January 8th and 9th ..We
wanted to empty it this past weekend but the saturated soil conditions due
to snow delayed backfilling for acouple of days.
• Backfilling is complete around site and some rye grass is beginning to
show. It has been slow germinating due to the cold weather.
• Aerators support platforms, aerator mooring arms, aerator, rests, aerators,
circulation pumps and the in -tank ladder have been installed.
• . Controls and wiring installation is complete.
• Full scale testing and commissioning begin on January 31st and is
expected to continue until February 18tn
• The tank was filled on .February 0d
• All equipment has been tested and is -operating _ properly.
• Program testing and troubleshooting continues.
• .The equalization tank is in use and working as expected:
• Aerators and Circulation Pumps
• It was discovered that the circulation pumps were alarming under
normal operating conditions. This has been corrected.
• Aerator Auto, Mode
• Turned on at >= 40%"tank level
• On for 15 minutes every 2 hours (Operator selectable to On 0 - 120
minutes every 2 Hours)
• Should be turned off at < 40% unless manually overridden, disabled
from operation completely at 2.5 feet.

■ Manual Mode still in place, continuous On at levels above 2.5 feet.
> Pivot Valve Actuator Upgrades
• Actuator Upgrades for the Pivot Control Valves were complete as of
shutdown. They have been manually operated during control installation
but are now powered and will be tested in powered operation. These
actuators are same manufacturer as the actuator tested on A Field, which
has thus far provided far more reliable service.
> Valley Panel. Installation
• , All Valley Pro2 Pivot Panels are installed and controlling '
from remote commands given by coordinate Valley base
station and Campbell's PLC System.
Dry -walk zones have been programmed.
• End gun operational zones have been programmed.
• Full control testing land automatic operation with the Valley
Control System was completed end of September. Aberrant
system features are being noted and corrected
> Control and Power Trenching
• Control and power trenching is complete.
> Control System
• The controls are working very well.
• All controls testing is complete
• Enhancements have been added to the graphical interface to assist users
with day to day operations. These are as follows;
▪ Freeze Mode
o For Pivots
> Do not allow water to be delivered to a pivot once the pivot
has requested the water to stop
> The pivot will continue to walk over a programmed area and
upon reaching the other side of the area will stop and request
water, and wait for pressure. If the program is in "Freezing
Conditions" mode it will not open the 'field valve again.
> The "Freezing Conditions" mode can only be remedied by an
operator, after an inspection of the pivot equipment and a
temperature evaluation. Pivots that have stopped would be
disabled — the operator would have to manually re -enable the
pivots at the HMI
> Because potentially several pivots could be waiting for water
under this mode, the program will utilize I&J Fields for the
purpose of balancing pit and tank levels. I&J Fields need to be
used whenever pivots requesting water are ignored because of
"Freezing Conditions". I Field will be limited to daily minutes per

ry
zone and 'J Field will be limited to weekly minutes per zone per
permit.
• I Field
■ Reset Time
'➢ Changed to 8 AM per Operations request.
• J Field
➢ J Field was previously programmed to be (by default) at the top
of the priority list. Move J Field to the bottom of the list.
> J Field was previously programmed to be used only when 5&6
pumps were required because of pit level:
> In addition it needs to be used, whenever 2 or more pivots are
"walking dry". Both of these conditions will be limited to weekly
minutes per zone.
➢ Weekly limits were confirmed already in place. Weekly minute
limits were increased to:J-1 (250), J-2 (262), J-3 (213), J-4
(189), J-5 (317), J-6 (310), J-7 (316), J-8 (198), J-9 (227), J-10
(309), J-11 (179)
• Login Passwords and Event Logging
➢ When logged and with with a Keyboard Plugged in
Administrator Levels can add users, add passwords and change
'same at the HMI.
➢ An event logging feature was added to the system, tracking
logged in user input to certain on screen activity (not active at
this time)
➢ Decision hasto be made by operations regarding levels of
control and feature access before this process can be
completed. .
• Trending Improvements
> I Field Capacity In Use is now trended
> J 'Field Capacity In Use is now trended
> Pumphouse Discharge GPM is now trended and on same trend
Pump Capacity In Use, Pumphouse Discharge Pressure, I Field
Capacity In Use, J Field. Capacity In Use, Total Field Capacity
Available, Field Capacity In Use

Completed Spray. Irrigation Field Projects
Field A
• Field A (Front Quadrant) has been repaired and reseeded (grading,
sloping and filling in low areas and holes and reseeding). Work on the
Front Quadrant of Field A was completed on October 8, 2010.
• Field A (Back Quadrant) work was completed by the end of December.
The field has been reseeded and limited spraying has resumed.
Field.0
• Work (grading, sloping and filling in low areas and holes and reseeding
areas that were worked on) on Field C began on July 12th and was it was
completed on August 4, 2010.
Field E '
• The Erosion Control Plan for Field E has been submitted, approved and
the permit was received on July 29, 2010.
• A trench was dug in Field E to drain the standing rain water and to dry wet
areas as grading activities proceed.
• Work in began on August 5, 2010 (began digging the retention ponds and
filling in holes and low areas in the field). Work has stopped on Field E,
and moved to the front quadrant of Field A. Work resumed on Field E on
October 11, 2010.
• Field E was completed on February 16,- 2011 This Field has been filled in,
leveled and reseeded and the pivot has begun spraying for eight hours a
day. Normal twenty four operation will begin when a good stand of grass
is established.
Field B
• The project for Field B has been completed.
• Field B has been dug out, graded and the field has been returned to the
original design capacity of 6.2 million gallons.
• Land Quality and Storm Water sections inspected Field B Project on
December 16, 2009 and it has been closed.
Field H
• The project for Field H has been completed.
• Field H is new and we are controlling the water applied to the field while
we are trying establish a hardy vegetative cover crop. The rye grass is up
and there is a good stand throughout the field.

• Land Quality and Storm Water sections inspected Field H Project on
December 16, 2009 and had some corrective actions to be completed,
they will return within thirty days to make sure corrective actions were
completed.
This project can not be recommended for closure until permanent grass
(Bermuda Grass) can be planted, which is scheduled for mid June. Land
Quality will then evaluate if the project, can be recommended for closure_
once the permanent grass has been established.
Field J
• The project for Field J. has been completed.
• Installation of 2100 linear feet of piping in. Field J has been completed
(September 2009). The piping was placed in a herringbone pattern in the
field and drains to the adjacent the L ditch. -
• Installation of 750 linear feet of 15 inch pipe with manhole and installation
of 1025 linear feet of 18 inch pipe with manhole (piped from the Carolina
Bay to the perimeter ditch for maintaining water level control) was'
completed on November 25, 2009.
• Land Quality and Storm Water sections inspected Field J Project on
December 16, 2009 and this project can not be recommended for closure
until permanent grass (Bermuda Grass) can be planted in the mid June.
Land Quality will then evaluate if the project can be recommended for
closure once the permanent grass has been established.
Timber Project (Land Application Site)
• Project is complete and ready to receive residuals for land application
(October 5, 2009).
• The permit modification for land application to include the timber acres
and new acres at the spray fields was received by Campbell Soup on
October 9, 2009. Timber acres and new acres at the spray fields (Field
located between the Field J zones) can now be utilized.
Please let me know if you need any additional information, or have any
questions.
Sincerely.
Hope A. Walters
Environmental Manager
Campbell Soup Supply Company
2120 NC 71 Hwy. N.
Maxton, NC 28364
[phone] Office
[phone] Fax

March 7, 2011
Mr. Joel Shields
NCDENR
Division of Water Quality
225 Green Street
Suite 714
Fayetteville, NC 28301-5043
Dear Mr. Shields:
Attached is the monthly progress report for Campbell Soup Supply Company.
The monthly progress report summarizes construction and upgrades pertaining
to the spray irrigation system and spray irrigation fields.
Incomplete Projects
Fields A, C and E Project (Field A and C is Complete)
• Field E was completed on February 16, 2011. This Field has been filled in,
leveled and reseeded and the pivot has begun spraying for eight hours a
day. Normal twenty four operation will begin when a good'stand of grass
is established.
Spray Field Controls Project
> On-qoinq Project Items
> One Million Gallon Equalization Tank
• .The equalization tank is in use and working as expected.
• Aerators and Circulation Pumps
•• It was discovered that the circulation pumps were alarming under
normal operating conditions. This has been corrected.
• Aerator Auto Mode
■ Turned on at >= 40% tank level
• On for 15 minutes every 2 hours (Operator selectable to On 0 - 120
minutes every 2 Hours)
Should be turned off at < 40% unless manually overridden, disabled
from operation completely at 2.5 feet.
Manual Mode still in; place, continuous On at levels above 2.5 feet.
> Control System
• The controls are working very well.
• All controls testing is complete
• Enhancements have been added to the graphical interface to assist users
with day to day operations. These are as. follows;

• Freeze Mode
o For Pivots
> Do not allow water to be delivered to a pivot once the pivot
has requested the water to stop
> The pivot will continue to walk over a programmed area and
upon reaching the other side of the area willstop and request
water, and wait for pressure. If the program is in "Freezing
Conditions" mode it will not open the field valve again.
> The "Freezing Conditions" mode can only be remedied by an
operator, after an inspection of the pivot equipment and a
temperature evaluation. Pivots that have stopped would be
disabled — the operator would have to manually re -enable the
pivots at the HMI
> Because potentially several pivots could be waiting for water
under this mode, the program will utilize I&J Fields for the
purpose of balancing pit and tank levels. I&J Fields need to be
used whenever pivots requesting water are ignored because of
"Freezing Conditions". I Field will be limited to daily minutes per
zone and J Field will be limited to weekly minutes per zone per
permit.
• I Field
■ Reset Time
> Changed to 8 AM per Operations request.
• J Field
> J Field was previously programmed to be (by default) at the top
of the priority list. Move J Field to the bottom of the list.
> J Field was previously programmed to be used only when 5&6
pumps were required because of pit level.
> In addition it needs to be used whenever 2 or more pivots are
"walking dry". Both of these conditions will be limited to weekly
minutes per zone.
> Weekly limits were confirmed already in place. Weekly minute
limits were increased to:J-1 (250), J-2 (262),. J-3 (213), J-4.
(189), J-5 (317), J-6 (310), J-7 (316), J-8 (198), J-9 (227), J-10
(309), J-11 (179)
• Login Passwords and Event Logging
> When logged and with with a Keyboard Plugged in
Administrator Levels can add users, add passwords and change
same at the HMI.
> An eventlogging feature was added to the system, tracking
logged in user input to certain on screen activity (not active at
this time)

> Decision has to be made by operations regarding levels of
control and -feature access before thisprocesscan be
completed.
Trending Improvements
> I Field Capacity In Use is now trended
> J Field Capacity In Use is now trended
• Pumphouse Discharge GPM is now trended and on same trend
Pump Capacity In Use, Pumphouse Discharge Pressure, I Field
Capacity In Use, J Field Capacity In Use, Total Field Capacity
Available, Field Capacity In Use
> Completed Project Items
• The project was approved on October 8, 2009.
• The kick off meeting between the Maxton Plant and World Head Quarters
to start mapping out the path of the project was held on October 28, 2009.
• Criser, Troutman and Tanner have been issued a purchase order number
to begin the preliminary engineering work for the project.
• The Valley control panels for each pivot (A,C,D,E,F,G Fields) has been
ordered and received. -
• Two Valley Base Station 2 Control Systems has been ordered and
received.
• An Atlas Compco Compressor and Dryer—Hankison Membrane Type have
been installed for the operation of Fields I and J.
• The collector rings were ordered and received.
• Field G was completed in December 2009 with the installation of 300
linear feet of 18 inch pipe and 400 ton of #57 stone. This alleviated
ponding issues on the back side of Field G (edge of Field H borders this
area).
• The new replacement sprinkler heads for all the pivots (A,C,D,E,F,G
• Fields) have been installed.
• The new replacement sprinkler heads for all the stationary sprinklers '(I, J
Fields) have been installed.
• Field F needed grading work to fill in low areas and large holes, this work
began on Monday, December 7, 2009. It was completed and the field was
placed back in service on April 17, 2010.
• Shutdown Tie -Ins per Criser, Troutman and.•Tanner's Engineering
Drawings were completed between 07/02 — 07/11.
• One Million Gallon Equalization Tank — Engineering Design has' been
Stamped by PE
• ` One Million Gallon Equalization Tank — Fabrication and Install -
Construction for the One Million Gallon Equalization Tank support
equipment that was necessary to complete over shutdown to allow future
connection while in production are complete, -

• Activities completed during shutdown include:
• Excavation of 20-inch FM tie-in location
• (b) excavation of exterior pump house and core locations
• (c) installation of branch tee and valves for 20-inch FM
• (d) installation of Equalization Tank 24-inch overflow in to pump house wet
well
• (e) installation of Equalization Tank 24-inch discharge in to pump house
wet well
• (f) Equalization Tank 24-inch discharge installation of the control valve
isolation and bypass loop
• (g) installation of the control valve vault.
• Criser, Troutman and Tanner has completed civil and erosion control
plans. A meeting was held with NCDENR on September 9, 2010 for the
review.
• The purnp and field control plan is complete and was delivered September
20, 2010 for installation and startup.
Relocation of A Pivot force main is complete.
Powers Surveying verified the tank location Longitudeand Latitude and
set markers for base grading
S&ME performed the geotechnical survey on the base before the stone
was put down and a very good pass on the bearing capacity was received.
• Evacuating and grading is complete for the equalization tank. The stones
have been placed in the bottom.
• Construction Resource Group had pump down forms and laid 48,000
pounds of rebar. This was completed on October 30, 2010.
• Concrete was poured Wednesday, November 10, 201.0.
• NCDENR sent the new permit for the Spray Irrigation System on October
22, 2010, this includes the permit modification done to include the
equalization tank.
• Tank installation mechanical installation is complete.
• Wall panes (48) have been installed. Grouting of joints is complete.
• Post -tensioning is complete.
• The Equalization Tank was filled on evening of 12/24 around 6:30pm
(same day started).
• Construction Resource Group (equalization tank manufacturer) approved
the hydro test given a specification of less than 496.82 gallons in a 48 ,
hour time frame. Our finding were zero gallons were lost in a 48 hour time
frame. Construction Resource Group stated that they thoroughly inspected
every wall panel, wall joint and the entire base key and found no evidence
of Teaks or damp spots throughout the entire tank. All in all, looks to be a
solid install.
• Backfilling has began in earnest per Construction Resource Group
specifications around the Equalization Tank on Jarivary.4, 2011, and was
completed on Wednesday January 5, 2011, excluding the walkway along
the perimeter path.

• Electrical conduit has been installed from the pump house to and around
the tank.
• Unistrut has been mounted to the outside wall of the tank so 3 phase
disconnects;can be placed and control and power wiring can be -
terminated to this point until equipment is set.
The control valve has been installed; the actuator was installed on
January12, 2011. May run temporary 480 power, if possible and use a
milliamp simulator to stroke and test the valve operation so it will be fully
operation ready.
• The tank will be emptied on the weekend of January 8th and 9th . We
wanted to empty it this past weekend but the saturated soil conditions due
to snow delayed backfilling for a couple of days.
• Backfilling is complete around site and some rye grass is beginning to
show. It has been slow germinating due to the cold weather.
• Aerators support platforms, aerator mooring arms, aerator rests, aerators,
circulation pumps and the in -tank ladder have been installed.
• Controls and wiring installation is complete.
• Full scale testing and commissioning begin on January 31st and is
expected to continue until February 18th
• The tank was filled on February 2nd
• All equipment has been tested and is operating properly.
• Program testing and troubleshooting continues.
> Pivot Valve Actuator Upgrades
• Actuator Upgrades for the Pivot Control Valves were complete as of
shutdown. They have been manually operated during control installation
but are now powered and will be tested in powered operation. These
actuators are same manufacturer as the actuator tested on A Field, which
has thus far provided far more reliable service.
> Valley Panel Installation
• All Valley Pro2 Pivot Panels are installed and controlling
from' remote commands given -by coordinate. Valley base
station and Campbell's PLC System.
• Dry -walk zones have been programmed.
• End gun operational zones have been programmed.
• Full control testing and automatic operation with the Valley
Control System was completed end of September. Aberrant
system features are being noted and corrected
> Control and Power Trenching
• Control and power trenching is complete.

Completed Projects
Field A
• Field A (Front Quadrant) has been repaired and reseeded (grading,
sloping and filling in low areas and holes and reseeding). Work on the
Front Quadrant of Field A was completed on October 8, 2010.
• Field A (Back Quadrant) work was completed by the end of December.
The field has' been reseeded and limited spraying has resumed.
Field C
• Work (grading, sloping and filling in low areas and holes and reseeding
areas that were worked on) on Field C began on July 12th and was it was
completed on August 4, 2010.
Field E
• The Erosion Control Plan for Field E has been submitted, approved and
the permit was received :on July 29, 2010.
• A trench was dug in Field E to drain the standing rain water and to dry wet
areas as grading activities proceed.
• Work in began on August.5, 2010 (began digging the retention ponds and
filling in holes and low areas in the field). Work has stopped on Field E,
and moved to the front quadrant of Field A. Work resumed on Field E on
October 11, 2010. -
• Field E was completed on February 16, 2011 This Field has been filled in,
leveled and reseeded and the pivot has begun spraying for eight hours a
day. Normal twenty four operation will begin when a good stand -of grass
is established.
Field B
• The project for Field B has been ..completed.
• Field B has been dug out, graded and the field has been returned to the
original design capacity of 6.2 million gallons.
• Land Quality and Storm Water sections inspected Field B Project on
December 16, 2009,and it has been closed.
Field H
• The project for Field H has been completed.
• Field H is new and we are controlling the water applied to the field while
we are trying establish a hardy vegetative cover crop. The rye grass is up
and there is a good stand throughout the field.
• ,Land Quality and Storm Water sections inspected Field H Project on
December 16, 2009 and .had some corrective actions to be completed,
they will return within thirty days to make sure corrective actions were
completed.

This project can not be recommended for closure until permanent grass
(Bermuda Grass) can be planted, which is scheduled for mid June. Land
Quality will then evaluate if the project can be recommended for closure
once the permanent grass has been established.
Field J
• The project for Field J has been completed.
• Installation of 2100 linear feet of piping in Field J has been completed
(September 2009). The piping was placed in a herringbone pattern in the
field and drains to the adjacent the L ditch.
• Installation of ..750 linear feet of 15 inch pipe with manhole and installation
of 1025 linear feet of 18 inch pipe with manhole (piped from the Carolina
Bay to the perimeter ditch for maintaining water level control) was
completed on November 25, 2009.
• Land Quality and Storm Water sections inspected Field J Project on
December 16, 2009 and this project can not be recommended for closure
until permanent grass (Bermuda Grass) can be planted in the mid June.
Land Quality will then evaluate if the project can be recommended for
closure once the permanent grass has been established.
Timber. Project (Land Application Site)
• Project is complete and ready to receive residuals for land application
(October 5, 2009).
• The permit modification for land application to include the timber acres
and new acres at the spray fields was received by -Campbell Soup on
October 9, 2009. Timber acres and new acres at the spray fields (Field
located between the Field J zones) can now be utilized.
Please let me know if you need any additional information, orhave any
questions.
Sincerely.
Hope A. Walters
Environmental Manager
Campbell Soup Supply Company
2120 NC 71 Hwy. N.
Maxton, NC 28364
[phone] Office
[phone] Fax

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UNITED y T J Sc!C 11: 7F�V ,
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• ,NC. 2. 3:.
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NC DEPT OF ENVIRONMENT & NATSOURCES
DWQ-AP SECTION UEIVED
ATTN:ATTN: ART BARNHARDT/JOEL SHIELDS
225 GREEN ST, SUITE 714 MAR 0 7 2011
FAYETTEVILLE NC 28301-5043
DENR-FAYETTEALE REGIONAL OFFICE

SENDER: COMPLETE THIS SECTION
■ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
• Print your name and address on the reverse
so that we can return the card to you.
• Attach this card to the back of the mailpiece,
or on the front if space permits.
COMPLETE THIS SECTION ON DELIVERY
LB. Received by (Printed Name)
1. Article Addressed to:
CAMPBELL SOUP SUPPLY CO., LLC
ATTN: MARK T. CACCIATORE
2120 NC HWY 71 N
MAXTON, NC 28364
i
❑ Agent
❑ Addresse
C. Date of Deliver
.3-- y
D. Is delivery address different from item 1? ❑ Yes
If YES, enter delivery address below: ❑ No
3. Service Type
❑ Certified Mail
❑ Registered
❑ Insured Mail
❑ Express Mail
❑ Return Receipt for Merchandis
❑ C.O.D.
4.' Restricted Delivery? (Extra Fee)
O Yes
7001 251.0' 00001161A? 11154l"
PC Fnrm SR11; Fchrtiary 9nna, .. , .... nnmPctic RAtllrn Racaint_ -
1 fl2 ..O2-M-i s,

ah
North Carolina Department of Environment and Natural. Resources
Beverly Eaves Perdue
Governor
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Mark T. Cacciatore
Campbell Soup Supply Company LLC
2120 NC 71 Highway N
Maxton, North Carolina 28364
Division of Water Quality
Coleen:H: Sullins,:.:.. ' . Dee Freeman ,
Director==`_ L . Secretary
March 3, 2011
SUBJECT: SOC/Permit Requirements
Campbell Soup Supply Company LLC
Permit No: WQ0003626
Robeson County
Dear Mr. Cacciatore:
Under the SOC S09-008 Section 1 (f) Campbell Soup Supply Company (Campbell Soup) is required to operate the
spray irrigation system to the best of the Permittee's ability in order to limit potential ponding and runoff from
spray irrigation fields. Poor management of the spray irrigation system would be considered violation of this
condition of the SOC.
Additionally, when a permit noncompliance event occurs Section IV (13) of permit WQ0003 626 and Section (g)
under SOC S09-008 outlines the procedure Campbell Soup is required to follow. Each noncompliance event
should be reported to the Fayetteville Regional Office (FRO) [phone] within 24 hours of discovery or the
next business day following the event. The 24-hour notification applies to all specified noncompliance events.
The response that was received regarding the noncompliance event on February 4, 2011, indicated that the past
operational techniques and proposed adjustments to the operational inspection schedule are in line with the intent of
the SOC. Please institute the changes and be sure to self -report all noncompliance within 24 hours.
If you or your staff have any questions, please call me at [phone].
Sincerely,
Joel S. Shields
cc: Hope Walters, ORC
Central Files
«FRO Files
NorthCarolina
Naturally
North Carolina DWQ/Aquifer Protection Section 225 Green St./ Suite 714 Fayetteville, NC 28301 Phone [phone]
FAX [phone] Internet: h2o.enr.state.nc.us Customer Service 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper

�amp8r!/JouooJap4 Cowan"..e•
2120 NC 71 Highway North
Maxton, NC 28364
February 15, 2011
Mr. Joel Shields
Division of Water Quality
Aquifer Protection Section
225 Green Street, Suite 714
Fayetteville, NC 28301
SUBJECT: SOC Requirements
Dear Joel:
RECEIVED
FEB 17 2011
DENR-FAYETTEVILLE REGIONAL OFFICE
Campbell Soup Supply Company has prepared the following response concerning the above referenced SOC
Requirements letter that is dated February 9, 2011 (Attachment I). The letter describes an occurrence of
run-off in Field C. The Division of Water Quality has made four requests to supply information. The requests
for information and how they are being addressed are listed below.
(1) Field inspection records from 11:30 pm on Thursday, February 3, 2011 until 6:00 pm on Friday,
February 4, 2011.
(Field Inspection records attached — Attachment II)
Field Inspections on February 4, 2011 were being conducted every two hours beginning at 7:00
am. The Operator in Responsible Charge made field inspections at 8:30 am on the morning of
February 4, 2011 and no run-off was occurring at that time. The spray field operator found
no run-off during the 7:00 ant and 9:00 am field inspections. The run-off in Field C was
discovered at 11:30 am as the spray field operator was conducting his 11:00 am field
inspections. The spray field operator also found that the end gun had inadvertently been
turned on and was spraying. The end gun was immediately turned off and the spray field
operators started hauling dirt to dam up the area and stop the run-off.

SOC Requirements
Page Two
(2) Pumping records for Field C from 11:30 pm on Thursday, February 3, 2011 until 6:00 pm on
Friday, February 4, 2011.
(Pumping records for Field C attached — Attachment III)
As the pumping records show Campbell Soup was not applying an excessive amount
wastewater on February 4, 2011, only 0.35 inches was applied for that twenty four hour
period, followed by no wastewater being applied on February 5, 2011.
(3) Why this incident was not reported to NCDWQ within the SOC and permit required 24 hours?
The incident was discovered by staff from NCDWQ before the spray field operators found it,
therefore, Campbell Soup was unsure if they had to self report an incident that had already
been identified by the staff of NCDWQ. The Operator in Responsible Charge spoke with
Joel Shields and he indicated that they needed to self report. Campbell Soup management
was informed and: the self report was made on Tuesday, February 8, 2011. There was also
an internal miscommunication of the protocol that was to be followed to be able to self
report. That has been resolved and in the future any incident that occurs will be self
reported within 24 hours.
(4) Campbell Soup's plan to keep run-off incidents from occurring from during heavy rainfall events.
The new equalization tank was placed into service on February 14, 2011. This should
provide several hours during heavy rain events for the wastewater to collect in the
equalization tank, instead of being sprayed on the fields. Also, with the addition of the
equalization tank the overflows to Field B should be decreased drastically (with everything
operating properly there should be almost no overflows to Field B), which will provide 6.2
million gallons of storage to be available for storm events and emergency situations. This
will allow Field B to be used for emergency situations (heavy rain events and power outages)
instead of being utilized daily.
Also, the Spray Field Operators have been instructed to inspect the fields more frequently
(every hour) during heavy rain events to identify areas of potential run-off and prevent it
from occurring.

SOC Requirements
Page Three
If you have any questions or need additional information, please call Hope Walters [phone].
Sincerely,
Mark T. Cacciatore
Senior Director of Operations

February 7, 2011
Mr. Joel Shields
NCDENR
Division of Water Quality
225 Green Street
Suite 714'
Fayetteville, NC 28301-5043
Dear Mr. `Shields:
Attached is the monthly progress report for Campbell Soup Supply Company.
The monthly progress report summarizes construction and upgrades pertaining
to the spray irrigation system and spray irrigation fields.
Incomplete Projects
Fields A, C and E Project (Field A and C is Complete)
• Field E work was expected to be completed by the end of January, but
due to weather conditions it is not completely finished. Field work is about
99% complete. The contractor filled in the trench that was dug in Field E
to drain off the standing rain water. This area has been filled in, leveled
and. reseeded and the pivot has begun limited spraying in the areas that
have been completed. Field E should be back in normal operation by mid
February.
Spray Field Controls Project
> On -going Protect Items
> One Million Gallon Equalization Tank Installation Update
• '_Backfilling is complete around site and some rye grass is beginning to
, show. It has been slow germinating due to the cold weather.
• Aerators support platforms, aerator mooring arms, aerator rests, aerators,
circulation pumps and the in -tank ladder have been installed.
• Controls and wiring installation is complete.
• Full scale testing and commissioning begin on January 31st and is
expected to continue until February 18th
•_. The tank was filled on February 2nd
• -All equipment has been tested and is operating, properly.
• Program testing and troubleshooting continues.

➢ A couple of items are being investigated concurrently with system
startup;
• An acceptable discharge rate from the pump house is not being generated
when the total pump discharge capability from the pump house is matched
to field capacity available. Putting the discharge into a high pressure
condition to develop does not improve discharge rate, which remains
much lower than the calculated field capacity available.
• Nozzle restriction
• Obstructionin main lines
• Pump wear (unlikely due to ability to generate high pressures)
• The flow rate from the Equalization. Tank to the Wet Well is much lower
than design. The tank had been drained and obstructions are being looked
for.
➢ Completed Protect Items
• The project was approved on October 8, 2009.
• The kick off meeting between the Maxton Plant and World Head Quarters
to start mapping out the path of the project was held on October 28, 2009.
• Criser, Troutman and Tanner have been issued a purchase order number
to begin the preliminary engineering work for the project..
• The Valley control panels for each pivot (A,C,D,E,F,G Fields) has been
ordered and received.
• Two Valley Base Station 2 Control Systems has been ordered and
received.
• An Atlas Compco Compressor and Dryer—Hankison Membrane Type have
been installed for the operation of Fields I and J.
• The collector rings were ordered and received.
• Field G was completed in December 2009 with the installation of 300
linear feet of 18 inch pipe and 400 ton of #57 stone. This alleviated
ponding issues on theback side of Field G (edge of Field H borders this
area). •
• The new replacement sprinkler heads for all the pivots (A,C,D,E,F,G
Fields) have been installed.
• The new replacement sprinkler heads for all the stationary sprinklers (l, J
Fields) have been installed.
• Field F needed grading work to fill in low areas and large holes, this work
began on Monday, December 7, 2009. It was completed -and the field was
placed back in service on April 17, 2010.
• Shutdown Tie -Ins per Criser, Troutman and Tanner's. Engineering
Drawings were completed between'07/02 — 07/11.
• One Million Gallon Equalization Tank — Engineering Design has been
Stamped by PE
• One Million Gallon Equalization Tank — Fabrication and Install -
Construction for the One Million Gallon Equalization Tank support
equipment that was necessary to complete over shutdown to allow future
connection while in production are complete,

• Activities completed during shutdown include: ,
• Excavation of 20-inch FM tie-in location
• (b) excavation of exterior pump house and core locations
• (c) installation of branch tee and valves for 20-inch FM
• (d) installation of Equalization Tank 24-inch overflow in to pump house wet
well
• (e) installation of Equalization Tank 24-inch discharge in to pump house
wet well
• (f) Equalization Tank 24-inch discharge installation of the control valve
isolation and bypass loop
• (g) installation of the control valve vault.
• Criser, Troutman and Tanner has completed civil and erosion control
plans. A meeting was held with NCDENR on September 9, 2010 for the.
review.
• The pump and field control plan is complete and was delivered September
20, 2010 for installation and startup.
• Relocation of A Pivot force main is complete.
• Powers Surveying verified the tank location Longitude and Latitude and
set markers for base grading
• S&ME performed the geotechnical survey on the base before the stone
was put down and a very good pass on the bearing capacity was received.
• Evacuating and grading is complete for the equalization tank. The stones
have been placed in the bottom.
• Construction Resource Group had pump down forms.and laid 48,000
pounds of rebar. This was completed on October 30, 2010.
• Concrete was poured Wednesday, November 10, 2010.
• NCDENR sent the new permit for the Spray Irrigation System on October
22, 2010, this includes the permit modification done to include the
equalization tank.
• Tank installation mechanical installation is complete.
• Wall panes (48) have been installed. Grouting of joints is complete.
• Post -tensioning- is complete.
• The Equalization Tank was filled on evening of 12/24 around 6:30pm
(same day started).
• Construction Resource Group.(equalization tank manufacturer) approved
the hydro test given a specification of less than 496.82 gallons in a 48
hour time frame. Our finding were zero gallons were lost in a 48 hour time
frame. Construction Resource Group stated that they thoroughly inspected
every wall panel, wall joint and the entire base key and found no evidence
of Teaks or damp spots throughout the entire tank. All in all, looks to be a
solid install.
• Backfilling has began in earnest per Construction Resource Group
specifications around the Equalization Tank on January 4, 2011, and was
completed on Wednesday January 5, 2011, excluding the walkway along
the perimeter path.

• Electrical conduit has been installed from the pump house to and around
the tank.
• Unistrut has been mounted to the outside wall of the tank so 3 phase
disconnects can be placed and control and power wiring can be
terminated to this point until equipment is set.
• The control valve has been installed; the actuator was installed on
January12, 2011. May run temporary 480 power, if possible and use a
milliamp simulator to stroke and test the valve operation so it will be fully
operation ready.
• The tank will be emptied on the weekend of January 8th and 9th . We
wanted to empty it this past weekend but the saturated soil conditions due
to snow delayed backfilling for a couple of days.
> Pivot Valve Actuator Upgrades
• Actuator Upgrades for the Pivot Control Valves were complete as of
shutdown. They have been manually operated during control installation
but -are now powered and will be tested in powered operation. These
actuators are same manufacturer as the actuator tested on A Field, which
has thus far provided far more reliable service.
> Valley Panel Installation
• All Valley Pro2 Pivot Panels are installed and controlling
from remote commands given by coordinate Valley base
station and Campbell's PLC System.
■ Dry -walk zones have been programmed.
• End gun operational zones have been programmed. •
• Full control testing and automatic operation with the Valley Control System was completed end of September. Aberrant
system features are being noted and corrected
> Control and Power Trenching
• - Control and power trenching is complete.
Completed Projects
Field A
• Field A (Front Quadrant) has been repaired and reseeded (grading,
sloping and filling in low areas and holes and reseeding). Work on the
Front Quadrant of Field A was completed on October 8, 2010.
• Field A (Back Quadrant) work was completed by the end of December.
The field has been reseeded and limited spraying has resumed.
Field C

• Work (grading, sloping and filling in low areas and holes and reseeding
areas that were worked on) on Field C-began on July 12th and was it was
completed on August 4, 2010.
Field B
• The project for Field.B has been completed.
• Field B has been.dug out, graded and the field has been returned to the
original design 'capacity of 6.2 million gallons.
• Land Quality and Storm Water sections inspected Field B Project on
December 16, 2009 and it has been closed.
Field H
• The project for Field H has been completed.
• Field H is new and we are controlling the water applied to the field while.
we are trying establish a hardy vegetative cover crop. The rye grass is up
andthereis a good stand throughout the field.
• Land Quality and Storm Water sections inspected Field H Project on
December 16, 2009 and had some corrective actions to be completed,
they will return within thirty days to make sure corrective actions were
completed. This project can not be recommended for closure until
permanent grass (Bermuda Grass) can be planted, which is scheduled for
mid June. Land Quality will then evaluate if the project can be
recommended for closure once the permanent grass has been
established.
Field J
• The project for Field J has been completed.
• Installation of 2100 linear feet of piping in Field J has been completed
(September. 2009). The piping was placed in a herringbone pattern in the
field and drains to the adjacent the L ditch.
• Installation of 750 linear feet of 15 inch pipe with manhole and installation
of 1025 linear feet of 18-inch pipe with manhole (piped from the Carolina
Bay to the perimeter ditch for maintaining water level control) was
completed on November 25, 2009.
• Land Quality and Storm Water sections inspected Field J Project on
December 16, 2009 and this project can not be recommended for closure
until permanent grass (Bermuda Grass) can be planted in the mid June.
Land Quality will then evaluate if the project can be recommended for
'closure once the permanent grass has been established.
Timber Project (Land Application Site)
• Project is complete and ready to receive residuals for land application
(October 5, 2009). '
• The permit modification for land application to include the timber acres
and new acres at the spray fields was received by Campbell Soup on

October 9, 2009. limber acres and new acres at the spray fields (Field
located between the Field J zones) can now be utilized.
Please let me know if you need any additional information, or have any
questions.
Sincerely.
Hope A. Walters
Environmental Manager
Campbell Soup Supply Company
2120 NC 71 Hwy. N.
Maxton, NC 28364
[phone] Office
[phone] Fax

Pick Style Black Trans rr
Help Welcome Guest
us&f3'i3r4iati:s48
Information
Map Number (Do not use Spaces):
23130100101
Owner Name 2:
Deed Book: 01699
Deed Page: 0738
Owner Address: 701 NORTH ELM
Owner State: NC
Owner Zip: 283580000
Deeded Acres: 1
NBHD Code: 23001
Land Value: 20000
Improvment Value: 0
Total Value: 20000
Orig Tax Owed: 188
Phy Street Address: MODEST RD
Neighborhood Description:
SMITHS TOWNSHIP FP
Tax District Description: SMITHS '
FIRE
# Bedrooms: 0

Pick StyleBlack Trans y Help Welcome Guest
UfiFet:alrai 3a:sae
Parcels
View Tax Information
Map Number (Do not use Spaces):
231301001
Owner Name (Last Name First
Name): MAXTON VENTURES LLC
Owner Name 2:
Deed Book: 00889
Deed Page: 0238
Owner Address: 2051 WHITE
OAK DR
Owner State: NC
Owner Zip: 276080000
Deeded Acres: 167.1
NBHD Code: 23001
Land Value: 163000
Improvment Value: 0
Total Value: 163000
Orig Tax Owed: 1532.2
Phy Street Address: MODEST RD
Neighborhood Description:
SMITHS TOWNSHIP FP
Tax District Description: SMITHS
FIRE

Pick Style Black Trans
Help Welcome Guest Us4'rR 3rE1i94:s45
Information
Parcels
View Tax Information
Map Number (Do not use Spaces):
23130100102
Owner Name (Last Name First
Name): COUNTY OF ROBESON
Owner Name 2:
Deed Book: 01699
Deed Page: 0738
Owner Address: 701 NORTH ELM
STREET
Owner State: NC
Owner Zip: 283580000
Deeded Acres: 1.07
NBHD Code: 23001
Land Value: 20700
Improvment Value: 0
Total Value: 20700
Orig Tax Owed: 194.58
Phy Street Address: JUANITA RD
Neighborhood Description:
SMITHS TOWNSHIP FP
Tax District Description: SMITHS
FIRE
# Bedrooms: 0
K..., .• R. .;14.• fl

.AAA
NCDENR
North Carolina Department of Environment and Natural Resources /(4
Beverly Eaves Perdue Dee Freeman
Governor Secretary
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Mark T. Cacciatore
Campbell Soup Supply Company LLC
2120 NC 71 Highway N
Maxton, North Carolina 28364
February 9, 20:11
SUBJECT: SOC Requirements
Campbell Soup Supply Company LLC
Permit No. WQ0003626
Robeson County
Dear Mr. Cacciatore:
On Friday February 4, 2011, staff from the North Carolina Department of Water Quality (NCDWQ) observed a
wastewater runoff incident on field "C. NCDWQ contacted Campbell Soup Supply Company LLC (Campbell Soup) at
11:26 am to inform them of this situation.
Please submit the following items on or before to NCDWQ by February 18, 2011:
1. Field inspection records from 11:30 pm Thursday 02/03/2011 until 6:00 pm Friday 02/04/2011.
2. Pumping records for field (C) from 11:30 pm Thursday 02/03/2011 until 6:00 pm Friday 02/04/2011.
3. Why this incident was not reported to NCDWQ within the SOC and permit required 24-hours.
4. Campbell Soup's plan to keep runoff incidents from occurring during heavy rainfall events.
If you have any questions concerning this matter, please do not hesitate to contact me at (910-433-3332).
1601 Mail Service Center, Raleigh, North Carolina 27699-1601
Phone: [phone] FAX: [phone] Internet: www.enr.state.nc.us
An Equal Opportunity 1 Affirmative Action Employer — 50% Recycled 110% Post Consumer Paper
Sincerely,.p8.A&I)
Joel S. Shields
Environmental Specialist
NorthCarolina
Naturally

Operator:
ci(
Daily. Spray Fiu.a :Worksheet'
Date:
1
Field.:
id
Field :A.
Field C. :.
Field Conditions
(Dry, Wet:
.Very Wet*)
Any':
Visible'
Ponding?
Y.
Fields Checked for
Potential Runoff?:
(at ieast every
two hours):
.7= on.� y'� /%./3 A.
f
•
.Any
Potential
Runoff
Observed?:._
Actions
Takento.
Stop: Runoff
Number of
Hours. Fields
were Sprayed
.On?,
List
Any Pivot
Problems
Buffer Zones
(not spraying;
outside.
buffer:zones):
Field") '
Field E .
Field'F
,kJ
i4J
ram:
`Field G
Field: H.
. Field a
Y.:
Field J==1.
.. Field J - 2:
• Field J:= 3
�.J
Y
zxt
..1T:
y
Field:.) 7 4.
:.Field J -.6`
Field J:-
FieldJ. = 8 ;
Field J °-: 9
F▪ ield"J -1.0 .
Fieid:J. :11
*:If Field Conditions. are: Very Wet, permission must be obtained from the Operator in Responsibie-Charge:(ORC) before
spraying can continue or before spraying starts
Use Commentsection below to. document: events' not covered in the sheet above:
D::; 4 : el (J.:

Sprayfield Hourly Report - Areas Having Potential for Runoff
D
Date 2
05
1 1
Field A
Fi�eldd C
Field D
Field E
Field F
Field G/
Field H
Field I
7:00
/1
/
" —
ilf
N
/ V/
/ V
/ " /
ri/
INSTRUCTIONS:
8:00
1.) Check fields for potential runoff, minimum
9:00
0 ✓
,, /
'v
/
/✓ill
�, /
/ .
, /
7"+�
/
/11
Al
two hours. Mark with the following:
10:00
/
N - initials (no, runoff)
11:00
-
/V
N/
ill
/1✓
/v
W
Y-.Initials (yes, conditions
12:00
favorable for potential runoff)
13:00
111
'v
n /
/V
/,V/
,,/
i"1'
/
vV
2) if Yes, What actions
14:00
/
were taken to stop runoff?
15:00
/"
4
,"/
/1/
A/
,� /
/'v
A/
.
16:00
17:00
18:00
19:00
20:00
21:00
.
22:00
23:00
0:00
1:00
2:00
3:00
•
4:00
'
5:00
6:00
COMMENTS: Actions taken to stop runoff

Sprayfield Hourly Report - Areas Having Potential for Runoff
1
p
,�/
F
Field J�-1
Fiel/d�J -- 2
Field J/- 3
Field�J - 4
Field,J -- 5
Field J/- 6
FieldJ/- 7
Field J - 8
Field 9
Field-10
Field
7:00
/ l
/ -
/"
/ -
/V
,V
w
,�J/-
'v
AlA
,J/-11
iv
INSTRUCTIONS:
8:00
1.) Check fields for runoff, minimum every
9:00
" �
/V
,, /
!Vill
I,� /
vV
,„ �
/1/
�✓
it/
1
', /
/i/
/
/ V
two hours. Mark with the following:
10:00
N - initials (no, runoff)
11:00
,, /
/ `v
/
Pl-
,� /
i
/
i�l/
/1 /
/ 1. /
i ✓
/1 /
Iv
`(/ /
Y - Initials (yes, runoff)
12:00
2) if Yes, What actions
13:00
,, /
/ v
iti
n
./V
/
i'V
' /
f'V
, /
i"I/
/
/L/
,, /
it
/
j'1/
were taken to stop runoff?
14:00
15:00
% ✓
,/
/1'
,, /
/✓
/
Yl/
, /
f V
/l/
1V
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
0:00
1:00
2:00
/
3:00
4:00
5:00
6:00
•
COMMENTS: Actions taken to stop runoff

Spravi' 'd problems: (mechanical/electrical/other)
..—
Date: 7— jCL-i- I 1
Any problems with fields? (mechanical/electrical/other)
Date Discovered/Fixed
Field A
D %S C ih- o_.„,A to v 2 l A-N(s-
fit W
P I o A fie /e
Field C
Of
/v (3--'.,c_
Field D
/t/cT)----Q_
Field E
`' 0-1---.
Field F
//cS).--€
Field G
! " c7T�-�_
Field H
6 i-JS C /4 -P
i C. ( J
Field I
/1/0_
Field J -1
' V 0
Field J - 2
Field J - 3
Field J - 4
Field J - 5
FieldJ-6
•
Field J-7
FieldJ-8•
Field J-9•
Field J-10
Field J'-11

Sprayfield Hourly Report - Areas Having Potential for Runoff
(M9 Off Shifts)
Date, 41
a 1
Field.A
' Field C .
Field D
. Field E
• Field F
FieldG
Field
Field I
16•00 iV
4 .
N
N
Al
AId
.At
,
Al
• INSTRUCTIONS:
17:00
1.) Check fields for runoff/
18.00 . I\
/
%
/tf
%`I
A
j /
/1
potential
minimum two hours.
19:00
problems, every
Mark with the following:
20:00
//
• A
N
N.
/•1
l‘'
a
n I
/`(
N - initials (no runoff/problems)'.
21:00
'
Y'- Initials (yes, conditions were
23:00•
i
1 l
i\l
I
t 1
" "
, !
r�
�/
r `
Al
! `�
'
. w
favorable for potential runoff/
Problems)
0:00
.1:00
"I.
2 if Yes, Was M9-Personnel
notified? Please. make In
rr/
~
- N
N
N
/
/" . "
a note the
comment section
3:00
.
4.00
'/
/v
it)'
A%
Ai
ill
r.
-;u
• 5:00
.
6:00
/�
/
/v
/"
"-/
o f
^/
/\.i
COMMENTS:

Sprayfield Hourly Report -:Areas Having Potential for Runoff
(Guards)
19:00
20:00
�1�OD
22:00
23a00
0:00
f00
• 2:00
1r
6:00
Date �f 3 (� l
Field A . I
t1
N
Field.0
nl
li
,Field D
IJ
N
Field E
LS
it/
• .Field F • .
Ks
,IJ
Field G.
.fJ
/c/
x
Field:H'
Ar
.,Field)
INSTRUCTIONS:
1.) Check fields for potential runoff/.
problems, minimum everytwo hours.
Mark with the following` .
N -. initials -(no runoff/problems)
•
Y- Initials (yes,'conditions:were
favorable for potential runoff/
problems)"
2) if Yes; WasM9 Personnel
notified? Please make a note in the
comment section
COMMENTS::

Sprayfield Hourly Report Areas Having Potential for Runoff
(M9 Off Shifts)
Date z
�� �� �
Fieldd -1
Field J - 2
Field J - 3
Field 4
Field J
Field J - 7
J - Field J - 8
Field J - 9
Field J -10•
Field J -11
- .
-.5
Field J - 6
fJ
1600 E•
N
f".
JJ
JY
l
A
1V
/
17:00
.n/
-
. INSTRUCTIONS:
18;00 I�
ni "
%I:
Al
Ai
1 } C
Check fields for potential'runoff/
problems, minimum every two hours.
19:00
,
Mark
�
20,00 (Ur
Ni
k.(
M
/k
Al
! v
"i
Au
•Al
/y
with the following:
N initials
21:00" .
- (no runoff/problems)
Y Initials
N
N
�, r
N`
NI
Ai
kr
IV
- (yes; conditions were
23:00
1
favorable for potential runoff/
0:00
N /
N/
- .
/�%
N/
Al
./
�
'Al/
d"%
Problems}
2) if Yes,
1:00
Ai
Was M9 Personnel
o e' /- /
/�/ /
/
N
p
N
Al
N
N
/
notified? Please make a note in the
3:00
comment section
/
4.00 fv
„/.
5:00
6,00 /
A .
Ji%
A
„A
/i
_
I✓.
/v
!
(1/
COMMENTS:

Sprayfieid Hourly Report - Areas Having Potential for Runoff, .
(Guards)'
Field J.- 3
N
COMMENTS:
Field J -
rJ.
Field J - 5
Field J - 6 . •.
Ar
Field J'= 7. - I
rJ'..
Field)-8
/t(
FieldJ-9,'
ess
,FieldJ -TO.
Field J -11 ..
INSTRUCTIONS:
1:) Check fields for potential runoff/
problems; minimum every two hours:
Mark with the following:- .
N.=_initials (no runoff/problems)
Y.. Initials ('yes, conditions.were
favorable for potential.runoff/
problems) • -.
2) if Yes;. Was M9 Personnel
notifed? Please make a note in the
comment. section

Field A;
Field G.
FieId.Conditions
(Dry,; Wet,
Very Wet*)
kJ
Any,:
,Visible
Ponding? ;.
Daily Spray Field Worksheet=.:
Fields; Checked for
Potential Runoff?
(at -least every
two hours)
1,9, /% i?,/SWP.
Any,
Potential....`
Runoff .'
Observed?
Datec
Actions.
Taken to:.
StopRunoff
[0 --d.
Number of
Hours. Fields
were Sprayed
On?• :.
List.:
Any Pivot•
Problems
Buffer Zones
plot Spraying
outside.
buffer. zones)
Field:o =':'
Field E
:Field F
Field'G _.
Field'H;•
Field :I.
Scc . i1.o•VP
6 1oh:4A," xe, ppfef`a:( z j!
j id* Zy'
:Field.J. 1
Field J : =,2.
Field J =:3 `
Field J 4
: Held J - 5
. Field J'- 7
Field:J.-
Field J:_:9
Field J'-1
Field:'J.=.11
N".
'8
* If Field Conditions are Very Wet, permission must be obtained from the Operator in Responsible. Charge (ORC) before
spraying can continue or before spraying starts
ISe Comment section.belowto document events' not;cover 'the
r e .-•�. S, LZ t !` �i1r / i'! y fitic ! >e ✓ A4er e
•
w/mil 4 17i717)..f - -.0f' " C �^C Iel
t04,rieN.:7 M, 'mac( i-p O. r e q S We e. i1' ::
''. r.-AcL °.ol, fe•I.. ':*, s r ,.d
was -.O eCnnt-rr-1` <J.. •p c1:. pr:c .0
tc / t. r .144 G::T`T
re S nNec4e byORCC oy wG:lftes):ao'.

Sprayfield Hourly Report - Areas Having Potential for Runoff
Date Z/7 / /
Field/A
Field/C
Fieldl
Field/E
F
G
Field
Field I
7:00
/ v
/ i
�D
7 �/
iv
iv
/
n /Field
/iJ
�H
e ✓
INSTRUCTIONS:
8:00
(,,✓/
1.) Check fields for potential runoff, minimum
8:00
,� /
' `�
n I
/
✓1
V
,� /
/V
(� �
/ v `f�+
.
/V
/
it/
two hours. Mark with the following:
10:00%Th
pjkfl
A
N - initials (no, runoff)
11:00
/`�/
F/ �I� scov�rea
r ¢i`ir: 3D
Ai
/V
/
,, t/ /
l c)
y/
Y-Initials (yes, conditions
12:00
fry bJfOp
-8
favorable for potential runoff)
13:00
Al7
/ `�
' "
/► /
l "
�, l
/V c�
W
/V
N
2) if Yes, What actions
14:00
were taken to stop runoff?
15:00
n / '
/ �
Al
III
� /
/V
� v
-
N CJ
/v
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
0:00
1:00
-
2:00
3:00
4:00
•
5:00
6:00
COMMENTS: Actions taken to stop runoff

Sprayfield Hourly Report - Areas Having Potential for Runoff
Date A/y //
/
'-'•
Field J -1
Field J - 2
Field J - 3
Field J - 4
J 5
Field4.1
FieldJ/- 6
Field J^- 7
Field JJ - 8
Field�J 9
Field
Field J/-11
7:00
/V
,/
i1/
/-
/1
`v
'V
I-"
/-
,V
,J/-10
f ✓'
/4 INSTRUCTIONS:
8:00
1.) Check fields for runoff, minimum every
9:00
/
/1
,, /
A v
,� /
/1
,, /
/1
/
f v
i
/
/v
/y
4
/V
' /
ry
two hours. Mark with the following:
10:00
N - initials (no, runoff)
11:00
, , /
r v
"
/
/v
/
,V
/V
/
/V
' /
/1
it
ill
' /
/v
N
Y - Initials (yes, runoff)
12:00
2) if Yes, What actions
13:00
/I
,� /
`/
/
v
il
/
/
,V
/v
�, /
iV
4 /
r� /
/V
/v
/�
were taken to stop runoff?
14:00
15:00
iV
Al
/
' ,�`/
,, /
/v
W
/
,I
{/
4
11/
%,/
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
0:00
1:00
2:00
3:00
4:00
5:00
6:00•
COMMENTS: Actions taken to stop runoff

Sprayfpld problems: (mechanical/electrical/other)
-'-
Date: -- x/Y/i/
Any problems with fields? (mechanicaVelectrical/other)
Date Discovered/Fixed
Field A
�5�
if- //:304 -..,
/2:1S-Qrv.
Field
r044-b C/'3coy R-rccdat//:'3DA-4" Ae,i,,/eCl .60-+..Ci ' a -oP Cic-c/csiCti..ci
..n
da-vv.e1,10Cr c /wee.\ 'e/1ckcId/kik45line ru-Y.er 'a- i.Ia6 UeCU-4.1-aOre ✓ id,..c
gs//'/ proof -NA vuovere„I
to,,l'� PIMv�dpe'J6
Field D
/v - b��
Field E
" " a
Field F
G� Gf 4 ec/50*`yi ¢1 °rr er eon w ; i7\ % o/ e,aS a) 'r" r wn: o-e-r- aivc( W eat er
e- C (/o5 e, /y Cc�/ k ci d a e. 4 excessive crr,ob k C�-d,�'�5� j
%,/ i , W Oti%" L eth
r k e% o Dec
5 e /y /N o
(Ad-e,o(
Field G
h /e so��! da Q-/ ctS t' Po��.t,tl.0 - r- �o,d�
// ,, ,(� � / /
Wei v��J OS e- > e d f�a e Ted•C eSs,ve pand a,.cl'Pec/Ao-- efr-ebA515
��/�II V��eCi Closely
rv-,,.a 'PF- D
No
e C kee- d
Field H
A
/L 4
Field I
""J
Field J -1
/1 ,1--Q...
-
Field J - 2
-
Field J - 3
Field J - 4
Field J - 5
Field J-6
Field J - 7
Field J - 8
Field J - 9
Field J-10
FieldJ-11
•

Sprayfield Hourly Report - Areas Having Potential for Runoff
(M9 Off Shifts)
D
Date Z
I + 1
I 1
IField A
Field C
_ Field D
Field E
I Field F
Field G
Field H
Field I
1,6=4
/V
it/
AN
Al
A
/Y
Ai
A /
INSTRUCTIONS:
17:00
1.) Check fields for potential runoff/
Pao
Ai
iv
Ili
Eli
, /.
Al
^
- /.(!
/L/
problems, minimum every two hours.
. 19:00
Mark with the following:
20.00
21:00
�%
! i
!�!
Ali
A-
A-1
Ai
ill
/V
� /
Cl/
N - initials (no runoff/problems)
Y - Initials (yes, conditions were
0 0
- A/
`V
A
A/
%i
/V
/V
favorable for potential runoff/
23:00
problems)
0:00
- /
Av
A)
/]l
,-i
fit/
/I
/)
2) if Yes, Was M9 Personnel
1:00
notified? Please make a note in the
0 0
3:00
Pi
/ (
/x/
//
II/
id
Ai
/NJ
comment section
4:00
n/
.J
Ai
if
„✓
is)
N
/J
5:00
6'00
N
t
r
/v
/-r ,
n)
/
/-'
COMMENTS:

Sprayfield.Hourly Report.- Areas Having Potential for Runoff,
(Guards)
Date
4
17-00
18:00
R
20:00
21<00,
22:00
•
0:00
1e00,
2:00
300
• 4:00
5s00
6:00
Field A
Field
• Field' D .
Field E •
.-.F.ield F I
Field G
Field:H • I
Field.I•
Imo•'
iso
/ y
N
Ai
IJ
At-
A4
1.1
4
w' •
tS.
ij
tJ
1,1
//
, INSTRUCTIONS:
1.) Check fields for potential runoff/,
Problems, miriimum every two hours.
Mark with 'the •following:
N'-initials (no ninoff/prroblems)
Y - Initials (yes; conditions:were
favorable for potential runoff/
problems)
2) if Yes, Was.M9 Personnel
notified? Please make a note in the
comment section • •
COMMENTS:'.

Sprayfield Hourly Report - Areas Having Potential for Runoff
(M9 Off Shifts)
Date Z Ii--1-},11
Field J - 1
Field J - 2
Field J - 3
Field J - 4
I Field J - 5
Field J - 6
Field J - 7
Field J - 8
Field J - 9
Field J - 10
Field J -11
16 00
Al
/ ./
/k,f
/`I
/i
A/
A /
Al
/V
i r
A(
INSTRUCTIONS:
17:00
1.) Check fields for potential runoff/
18-00
/` f
f �/
AI
4.1
iv'
��I
/ `�
(r
2 \C
/i
2\ (
t l r
19:00
problems, minimum every two hours.
Mark with the following:
20:00
/l%
/2
/v
/V
Al
,/(/
/L/
X /
A /
Al
N - initials (no runoff/problems)
21:00
Y - Initials (yes, conditions were
0 0
l �
/ L
i�
/1 �A
/�
/( ,
AI
Al
/V /
4-7
/./
1/
favorable for runoff/
23:00
potential
problems)
0.00.
I
/�
/
N
/✓
/
N
.i`/
A'
/J
/✓
il
A/
id
2) if Yes, Was M9 Personnel
1:00
notified? Please make a note in the
2:00
/
/v
/11
_ %
/ I
/�
ni
�%
/J
,V/
! d
`" /
/
,/i
comment section
3:00
4:00
r
r'
/4
nl
Al
it%
of
/ -)
/
1"
N/
/1%
5:00
6 00 N
/J
/"
/l
/"
/r
/J
/,
N
".f
4
COMMENTS:

Sprayfield Hourly Report - Areas Having :Potential for Runoff
(Guards)
Date
::FieldJ-1
• Field J -2
'N •
;• Field J-3,
1J�
• 'FieldJ=4
j
Field J - 5
A/
Field J-6 •
Field J=7 I
fJ
Field J - 8
FieldJ-9
.Y�
Field :-10. •
;KJ
Field J-11•
N
N
/v.
A.
INSTRUCTIONS:
1.) Check fields for potential runoff/
problems; minimum every two hours.
Mark with the following:
N = initials '.(no runoff/problems)
Y -'Initials (yes, conditions were
favorable for potential•runoff/
problems):
2) if Yes, Was M9 Personnel
notified? Please make a note in the
comment section.'
COMMENTS:-

NON DISCHARGE APPLICATION REPORT Page 1 of 10
SPRAY IRRIGATION FIELDS
There are two applicationifields per page. Use additional pages as needed.
PERMIT NUMBER: WQ0003626
FACILITY NAME:
Formulas
Daily Loading (inches)
Maximum Hourly Loading (inches)
12 Month Floating Total (inches)
Average Weekly Loading (inches)
Campbell Soup Supply Company
MONTH: February YEAR: 2011
Robeson
_ [Volume Applied (gallons) x 0.1336 (cubic feet/gallon) x 12 (inches/foot)] / [Area Sprayed (acres) x 43,560 (square feet/acre)]
= Daily loading (inches) / [Time Irrigated (minutes) / 60 (minuteslhom)l I Monthly Loading/inches)] = Sum of Daily. Loadings (inches)
'= Sum of this month's Monthly Loading (inches) and previous 11 month's Monthly Loadings (inches)
= [Monthly Loading (inches/month) / Number of days in the month (days/month)] x 7 (days/week)
FIELD NUMBER: A
FIELD NUMBER: - C
r
Note: The weather conditions and lagoon
freeboard are required to be completed on page i
only.
AREA -SPRAYED (acres): 83.35
. AREA SPRAYED -(acres): • . • 58.42
' COVER CROP:' .Winter Rye.
.: COVER CROP: . .-. Winter Rye
- Permitted HOURLY Rate (inches): N/A
Permitted HOURLY Rate (inches): N/A
D
A
- T.Weather
E -
WEATHER -CONDITIONS .
Storage
Lagoon
Freeboard
Perrn'tted YEARLY Rate (inches): 156
Permitted YEARLY Rate (inches): 156
Codo*
Temperature
at application
Precipi-
iation.
. Volume .
. Applied
. Time
: Irrigated
Total Weekly
Loading
Daily
Loading .
Volume
Applied
-
. Time...
Irrigated...
-
Total Weekly
Loading
.Daily
Loading
• (°F) •
inches •
feet
. •. gallons
-minutes
inches •
. inches -
gallons --
minutes '
- inches.
' -• inches
S1'
Rain
IMI
0
-
87,300
480I
NM=
4i16,7,00
1 I O
0.26
2.
Cloudy
48 69
0
'272,000
480
0.12 '
611,600
1440
0.39 •
E3M
4
Rain
Ra]n
3rMal
33 39 '
Ern.1
1.4
n 6 000
480
480
_ _
0.07
0.10 -
595 600
' 560,000
1_ . 0
1440
0.38
'.215,200
- --
' 0.35 '
5
Cloudy
IMMI
0'
-
0
0
0.Q0
0'
_0
0.00
6.
Cloudy
32 57
' 0
0
0.
0.33
0.00
147,700
1440
1.47
0.09
' ?
8
Rain
'Cloud
30 52
r00
' 0 .
-11rTriPM480
.331200
0.14
303 800
1440
0.19
33 51
480
.0.15
563400
1440.
-_ _ _
'
•• 0.35
�9'
10
Glou.
' PC
rani
28 46.
0'
-
79 S00
480
r Cr7,1'7
1 r i g r r
1 W
_
I
MM.
.: O. .
. 317,800
480.
0.14 .
. 309,100 .
, . 1440 .:
- _
.0.19
NEM
Clear191r1
IrOM
-Ell
97000
480
0 04
665,000
1440
MM.
12
Clear
26 55
0
0
0
.0.00 ' -.
74,800
1440,
' 0.05
WM
14
C•le_ar
59
t0BI
-
i , 00
480
.: _
0 07
243.100
1_440
t1:J
0.9Ej
.
_ _ _ _ _ _
16
'
1111111.11111
1I7
---_-®UMW
18
NMI
20
0.00 ..
. 0.00 -
WIN_-_-------
22
23
24
----IMO
-_
Mali
'•26
Wiii-®_
®
IMO
AC
28
Avg. Daily
Gallons
Applied
73,003.
'' 1.00- '
, 161,274
' ' 3.15 .
, Total Inches Applied forthe Month • '
12 Month Floating Total. (inches) .
•
..12 Month Year To date Total (inches)
• 5:72
. 9.25
• Weather Codes: C-clear, PC -partly cloudy, Cl-cloudy, R-rain; Sn-snow, Sl-sleet
Spray Irrigation Operator in Responsible Charge' (ORC)i ❑ Hope A. Waiters .. [phone]
ORC Certification Number: 28639
Mail. ORIGINAL and -TWO COPIES to:
Division of Water Quality
1617 Mall Service Center
Attn: Information Processing Unit
Raleigh, N.C. 27699
(SIGNATURE OF OPERATOR IN RESPONSIBLE CHARGE).
BY THIS SIGNATURE, I CERTIFY THAT THIS REPORT IS ACCURATE AND COMPLETE
TO THE BEST OF MY KNOWLEDGE.
NDAR (2/98)

Field C
7AM Hours/Day .Inch/Day
Field. . Total Daily PLC... «Sprayed Sprayed
February Reading Flow (GPD) Reading on Fields On Fields Rainfall
548739 416,700
2 554855 .611,600
3 560811 595,600
4 . 566411 . ' ' 560,000':
5 Off. Off
6 .567888 147,700 '.
7 570926. ' 303,800:
8 . _576560 . 563,400 . .
9 :581644 508,400
10. . ' 584735 309,.100 :-
1'1. 591388 ' . 665,300
12 592136 74,800
13 ' _'594567 ' 243,100
14
15
16
17
18
19
20
21
.22'
23..
24
25
26
27
28.
24 0.26 0.4.
24 . 0..39 0
24 ' 0.38 0.2
24 0.35- 1.4
0 0.b0 . 0.
24.. 0.09 0
24 0:19 0.2
24 0.36 0
_24 ' 0:32. 0
24 0:19 0
24. 0.42 0
24 :. 0:05 .... 0 -. .
24 .0:15 0

u
n
u
O
n
7
7
7
7
n
u
7
CERTIFIED MAIL RECEIPT
(Domestic4Mail Only; No Insurance Coverage Provided)
c
a
Postage
Certified Feb
Return Receipt Fee
(Endorsement Required)
Restricted Delivery Fee
(Endorsement Required)
Total Postage & Fees
Postmark
Here
StntTo
etfrIPPet Si Spy,+-_ARk
Street, Apt. o.;
or PO Box No. 2/2 p #/6 7/ //wtj,4
City, ZIP+4 N f

;ertified Mail Provides:
• A mailing receipt
• A unique identifier for your mailpiece
• A signature upon delivery
• A record of delivery kept by the Postal Service for two years
mportant Reminders:
• Certified Mail may ONLY be combined with First -Class Mail or Priority Mail.
Certified Mail is not available for any class of international mail.
o NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. Fc
valuables, please consider Insured or Registered Mail.
For an additional fee, a Return Receipt may be requested to provide proof c
delivery. To obtain Return Receipt service, please complete and attach a Retur
Receipt (PS Form 3811) to the article and add applicable postage to cover th
fee. Endorse mailpiece 'Return Receipt Requested". To receive a fee waiver fc
a duplicate return receipt, a USPS postmark on your Certified Mail receipt i
required.
For an additional fee, delivery may be restricted to the addressee c
addressee's authorized agent. Advise the clerk or mark the mailpiece with th
endorsement "Restricted Delivery".
If a postmark on the Certified Mall receipt is desired, please present the art
cle at the post office for postmarking. If a' postmark on the Certified Ma
receipt is not needed, detach and affix label with postage and mail.
MPORTANT: Save this receipt and present it when making an inquiry.
Form 3800, January 2001 (Reverse) .102595-01-M-104

SENDER: COMPLETE THIS SECTION
• Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
• Print your name and address on the reverse
so that we can return the card to you.
• Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to:
2.
CAMPBELL SOUP SUPPLY CO. LL
ATTN: MARK T. CACCIATORE
2120 NC 71 HWY N
MAXTON, NC 28364
1
COMPLETE THIS SECTION ON DELIVERY
A. Signature
X
B. Received by( Printed Name)
.0-Agent...--.
❑ Addresse
C. Da of
1-
liver
C //
D. Is delivery address different from item 1? 0 es
If YES, enter delivery address below: 0 No
3. Service Type
❑ Certified Mail
❑ Registered
❑ Insured Mail
❑ Express Mail
❑ Return Receipt for Merchandise
❑ C.O.D.
4. Restricted Delivery? (Extra Fee)
❑ Yes
r- ?op 4,P.];.0t MEN 61,382r%752
PR Pnrrh RRII Fahniary 2nna.= '. ; ; ; nnmactin Return RArlpint
1 n9Sac..n9_nn_1 Rd

UNITED STATES POSTAL SERVICE
Mix :smalls.,
:1!`t
ii
ii
First -Class Mail
Postage & Fees Paid
Pe!mit`NQ. . , .,
• Sender: Please print your name, address, and ZIP+4 in this box •
NC DEPT OF ENVIRONMENT & NATURAL RESOURCES
DWQ-AP SECTION
ATTN: JOEL SHIELDS
225 GREEN ST, SUITE 714
FAYETTEVILLE NC 28301-5043
RECEIVED
FEB 1 1 2011
DENR -FAYETTEVILLE REGIONAL OFFICE
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NCDENR
North Carolina Department of Environment and Natural. Resources
Beverly Eaves Perdue
Governor
February 9, 2011
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Mark T. Cacciatore
Campbell Soup Supply Company LLC
2120 NC 71 Highway N
Maxton, North Carolina 28364
SUBJECT: SOC Requirements
Campbell Soup Supply Company LLC
Permit No. WQ0003626
Robeson County
ee f reernan.
Secretary_.
Dear Mr. Cacciatore:
On Friday February 4, 2011, staff from the North Carolina Department of Water Quality (NCDWQ) observed a
wastewater runoff incident on field "C. NCDWQ contacted Campbell Soup Supply Company LLC (Campbell Soup) at
11:26 am to inform them of this situation.
Pleasesubmit the following items on or before to NCDWQ by February 18, 2011:
1. Field inspection records from 11:30 pm Thursday 02/03/2011 until 6:00 pm Friday 02/04/2011.
2. Pumping records for field (C) from 11:30 pm Thursday 02/03/2011 until 6:00 pm Friday 02/04/2011.
3. Why this incident was not reported to NCDWQ within the SOC and permit required 24-hours.
4. Campbell Soup's plan to keep runoff incidents from occurring during heavy rainfall events.
If you have any questions concerning this matter, please do not hesitate to contact me at (910-433-3332).
Sincerely,
,
A(?-egia
Joel S. Shields
Environmental Specialist
1601 Mail Service Center, Raleigh, North Carolina 27699-1601
Phone: [phone] FAX: [phone] Internet: www.enr.state.nc.us
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