WQ0003626_Permit Requirements_20081124

Re: Campbell Soup site meeting
Subject: Re: Campbell Soup site meeting
From: Hope Walters <[e-mail]>
Date: Mon, 22 Dec 2008 16:23:20 -0500
To: [e-mail]
CC: Bob Branch <[e-mail]>, Joel Shields <[e-mail]>, Tony
Honeycutt <[e-mail]>
Not sure I am going to have an answer on the date until after the new year, most everybody here has left for the
holidays. I will let you -know as soon as I know.
Thanks,
Hope
Jim Barber <[e-mail]>
Jim Barber
<[e-mail]>
12/22/2008 03:54 PM
ToJoel Shields <[e-mail]>, Hope
Walters/US/CAMPSOUP/CSC@CSC, Bob
Branch <[e-mail]>, Tony
Honeycutt <[e-mail]>
cc
SubjectCampbell Soup site meeting
Folks;
I missed speaking with Nate Thornburg last week and according to his
voice mail message this week he will be out of the office until 5 Jan.
2009. At this point the meeting will be attended by Fayetteville staff,
minus Art. At this point I believe the days proposed for the meeting are
Tues. 6 Jan. and Weds 7 Jan. Both days are open at -this time on my
calender. Whichever day is best for Campbell Soup is fine by me. I
suggest a meeting time at the plant between ,9 - 10 am on either day.
Just email Joel and I with your preferred day and time.
Thanks
Jim Barber
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1 of 1 1/2/2009 9:54 AM

Campbell Soup
Subject: Campbell Soup
From: Joel Shields<[e-mail]>
Date: Mon, 29 Dec 2008 14:19:39 -0500
To: [e-mail]
Jim:
Hope Walters called me this morning and said that the week of the 6th is.;not,,good
for her and the Campbell Soup management. She requested that we meet the'] of
M12th@ Campbell Soup management requested thatINathaniel, yourself, Art, and,I
attend.
I explained to Hope that either you would contact her after you had spoken with Art
,and Nathaniel to.coordinate a day we all 'will be available. Ms. Walters stated -that
it is Campbell Soup's intention to take the information from this meeting and
formulate a operational budget for wastewater to both operate and upgrade the
system if required. In addition, Campbell Soup would like NC DWQ AP to very
specific in clarification of compliance as 'it pertains to the new permit.
Thank You,
Joel S. Shields
Environmental Specialist
NC DWQ AP
[phone]
1 of 1
1/2/2009 9:15 AM

[Fwd: Exceedance of 4.0 MGD on November 24, 2008]
Subject: [Fwd: Exceedance of 4.0 MGD on November 24, 2008]
From: Joel Shields <Joel:Shields@ncmail:net>
Date: Mon, .01 Dec 2008.09:56:53 -0500
To: [e-mail]
Subject: Exceedance of 4.0 MGD, on November 24, 2008
From: Hope Walters<Hope_Walters@campbellsoup:com>.
Date: Mon, 1 Dec 2008 09:54:40 -0500
To: Joel Shields <[e-mail]>
KO SL7.50N
R
WaUzib Co Co...
s Prv#y /R2iCAT/01--).
On. November 24, 2008 Campbell Soup had :a reported flow of.4,093,500 gallons from the pump
house meter. We exceeded the 4.0 MGD limit but maintained the hydraulic loading limit of4.23
MGD: We are experiencing difficulties with the pump house meter and the associated amounts... sprayed for the pivots correlating. We have contacted a firm to try to help us correct the problems:
Campbell Soup is making it a priority to rationalize these two numbers and resolve the
differences.
Spray amounts for November 24th are as follows:
Field.A - 810,800.gallons,
Field C.- 967,400 gallons,
Field D - 699,900 gallons.
Field E 16,900.gallons .
Field F - 999,640 gallons, and
Field G•-777,700 gallons
We are actively working to identify and'resolve the problems.
Thank you for yourpatience as we continue to make changes to improve our process.
Thanks;
Hope
Hope A. Walters
Area Manager - Utilities, Environmental and. Plant Services
Campbell Soup Supply Company 2120 NC 71 Hwy. N.
Maxton, NC 28364
(910). 844-1261 Office
[phone] Fax •
[phone] Cell
This e-mail. and any. files transmitted with.it may -.contain -
confidential information and is'intended solely for use, by.-
the individual to whom -it is addressed.:- If you.re:ceived
-this e-mail in error.; -please notify the: sender, do not
disclose its contents' toothers.'and-delete it -from your,
1 of 2
12/1/2008 10:39 AM

[Fwd: E,Yceeded 4 MGD on Tuesday, December 9, 2008]
Subject: [Fwd: Exceeded 4 MGD on Tuesday, December 9, 2008]
From: Joel Shields <[e-mail]>
Date: Thu, 18 Dec 2008 07:12:31 -0500
To: [e-mail]
JiM:
FYI
RotEsodu
CA 1?136“.SovP
loa CD O 3 .26
5 PRAy /RRIGATk
Fields C, D, was exceeded by approximately 200,000 gallons, and fields E, F
100,0000.gallons, the way we figured it before. I still think the total daily
loading rate is based on the entire field. Although they only exceeded their daily'
spray amount by 94,100 it is the way it is distibuted that is still a question and
concern to me. Let's get together and revisit this situation.
Thank You,
Joel S. Shields
Subject: Exceeded 4 MGD on Tuesday, December 9, 2008
From: Hope Walters <[e-mail]>
Date: Mon, 15 Dec 2008 16:28:44 -0500
To: Joel. [e-mail] •
I apologize for the delay in reporting this, it was an oversight. I thought I had sent it and it returned to me
undeliverable and I didn't notice it until today.
On December 9, 2008 Campbell's Soup had a reported flow of 4,094,100 gallons from the Parshall
Flume. The data from the Parshall Flume is compared to the flow meters for the each of the spray,
systems and totaled. The total amount sprayed for this day according to the flow meters is 3,751,300
gallons. I am aware that our Parshall Flume volumes are not matching closely with the spray field meter
volumes. Although on paper we have slightly exceeded the 4 MGD mark, the data from the irrigation flow
meters do not support this. Certainly the water is going somewhere and Campbell's Soup is making it a
priority to rationalize these two numbers.
Spray amounts for December 9th are as follows:
Field A - 554,000 gallons,
Field C - 802,600 gallons,
Field D - 615,300 gallons
Field E - 750,800 gallons
Field F - 555,900 gallons, and
Field G - 472,700 gallons.
These volumes are consistent with the amounts sprayed in our normal activities. We are working hard to
find the problem and resolve the differences in the Parshall Flumevolumes and the spray field meter
volumes.
Thank you for your patience as we continue to make changes to improve our process.
Thanks,
Hope
1 of 2 12/18/2008 10:45 AM

[Fwd: Fxceeded 4 MGD on Tuesday, December 9, 2008]
Hope A. Walters
Area Manager - Utilities, Environmental and Plant Services
Campbell Soup Supply Company.
2120NC71 Hwy.N.
Maxton, NC 28364
[phone] Office
[phone] Fax
[phone] Ce11
'This e-mail and any files transmitted with it may contain
confidential information and is intended solely for use by
the individual to whom it is addressed. If you received
this e-mail in error, please notify the sender, do not
disclose its contents to others and delete it from your
system.
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I Exceeded 4 MGD on Tuesday, December 9, 2008.eml
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2 of 2 12/18/2008 10:45 AM

Permit requirements lagoons
Subject: Permit requirements lagoons
From: Jim Barber <[e-mail]>
Date: Mon, 24 Nov2008 17:33:52 -0500
To: [e-mail], Bob Branch <bbranch
<[e-mail]>
C tINP r u- 50up
vJ QC)Z):b 3 (o-
SPIT /22/ C 4T/off
branchrs.com>, Joel Shields
Hope; '
Joel inquired about the possible impacts to Campbell Soups permit if a lagoon_, were
to be added at the facility. After speaking with folks -in central, permitting.;:::.:::;
(Nathaniel" Thornburg and Ed Hardee) the issue of adding a, lagoon, to a.currently
'Permitted facility would require the new infrastructure (lagoon) to-`meehe 2T
standards for siting and design (see attached 2T rules). The addition of the lagoon,,
without- changingflow rates,'would not affect the application rates for'the spray
fields. When your spray irrigation ,permit is renewed next year, you will see. -`
references to 2T•.and the new permit will reflect the 2T template that will' -be used.
for all permits in the future '(as existing 2H permits are renewed and reissued under
the.2T rules)'.
I will be out of the office working on Tuesday and Weds, out for the Thanksgiving
Holiday on Thursday and Friday: I will' be in the Fayetteville office froM.1 -
December to 5 December. Give me.or Joel a call or email me at your convenience.
Jim Barber
CampbellSoupLagoonInfo.pdf
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1 of 1 " ` 11/24/2008 5:34 PM

ENR — ENVIRONMENTAL MANAGEMENT 09/01/06
(9) if the SHWT is within six feet of the surface, a mounding analysis to predict the level of the SHWT
after wastewater application.
(f) Property Ownership Documentationshall be provided to the Division by the applicant consisting of:
(1) legal documentation of ownership (i.e., contract, deed or article of incorporation);
(2) written notarized intent to purchase agreement signed by both parties, accompanied by a plat or survey
map; or
(3) written notarized lease agreement signed by both parties, specifically indicating the intended use of the
property, as well as a plat or survey map. Lease agreements shall adhere to the requirements of 15A
NCAC 02L .0107.
(g) Public utilities shall submit to the Division a Certificate ofPublic Conveyance and Necessity or a letter from the NC
Utilities Commission stating that a franchise application has been received.
(h) A complete chemical analysis ofthe.typical wastewater to be discharged shall be provided to. the Division by the
applicant for industrial waste, including Total Organic Carbon, 5-day Biochemical Oxygen Demand (BOD5), Chemical
Oxygen Demand (COD), Nitrate Nitrogen (NO3-N); Ammonia Nitrogen (NH3-N), Total Kjeldahl Nitrogen (TKN), pH,
Chloride, Total Phosphorus, Phenol, Total Volatile Organic Compounds, Fecal Coliform, Calcium, Sodium,(Magnesium,
Sodium Adsorption Ratio (SAR), Total Trihalomethanes, Toxicity Test Parameters and Total Dissolved Solids.
(i) A project evaluation and a receiver site agronomic management plan (if applicable) and recommendations concerning
cover crops and their ability to accept the proposed application rates of liquid, solids, minerals and other constituents of
the wastewater shall be provided to the Division by the applicant.
(j) A residuals management plan as required by Rule .0508 of this Section shall be provided to the Division by the
applicant. A written commitment is not required at the time of application; however, it must be provided to the Division
prior to operation of the permitted system.
(k) A water balance shall be provided to the Division by the• applicant that determines required effluent storage based
upon the most limiting factor of the hydraulic loading based on either the most restrictive horizon.or groundwater
mounding analysis; or nutrient management based on either agronomic rates for the specified cover crop or crop
management.
History Note: Authority G.S. 143-215.1; 143-215.3(a);
Eff. September 1, 2006. •
15A NCAC 02T .0505 DESIGN CRITERIA . -.
(a) The requirements in this Rule apply to all new and expanding facilities, as applicable.
(b) Minimum degree of treatment for new and expanding systems are as follows:
(1) For new municipal, domestic and commercial facilities, the minimum degree of treatment shall meet a
monthly average of five-day Biochemical Oxygen Demand (BOD5) < 30 mg/L; Total Suspended
Solids (TSS) 530 mg/L; Ammonia (NH3) < 15 mg/L; and Fecal Coliforms 5200 colonies/100 ml.
(2) For expanding municipal, domestic, and commercial facilities except systems subject to Subparagraphs
(b)(3) or (b)(4) of this Rule, facilities shall meet the limitation provided in Subparagraph (b)(1) of this
Rule.
(3) For expanding municipal facilities, except those permitted as new under Subparagraph (b)(1) of this
Rule, with lagoon treatment systems, the minimum degree of treatment shall meet a monthly average of
five-day Biochemical Oxygen Demand (BOD5) < 60 mg/L; Total Suspended Solids (TSS) 90 mg/L;
Fecal .Coliforms <— 200 colonies/100 ml. No expanding facilities shall be permitted under this
provision for any project whose application is received by the Division after December 31, 2011.
(4) For expanding municipal facilities whose application is received by the Division after December 31,
2011, except those permitted as new under Subparagraph (b)(1) of this Rule, with lagoon treatment
systems, the minimum degree of treatment shall meet a monthly average of five-day Biochemical
Oxygen Demand (BOD5) S 30 mg/L; Total Suspended Solids (TSS) <_ 90 mg/L; Fecal Coliforms S 200
colonies/100 ml.
• (5) Treatment for other operations shall be based on producing the quality effluent used in documenting
protection of surface water or groundwater standards. •
(c) All wastes shall be applied at agronomic rates unless predictive calculations are provided that document State
groundwater standards will be protected.
(d) All treatment/storage lagoons/ponds shall have at least two feet of freeboard.
(e) Waste, including treated waste, shall not be placed directly into, or in contact with, GA classified groundwater unless
such placement will not result in a contravention of GA groundwater standards, as demonstrated by predictive
calculations or modeling. .
27

ENR — ENVIRONMENTAL MANAGEMENT 09/01/06
(f) Treatment works and disposal systems utilizing earthen basins, lagoons, ponds or trenches, excluding holding ponds
containing non -industrial treated effluent, prior to spray irrigation, for. treatment, storage or disposal shall have either a
liner of natural material at least one foot in thickness and having a hydraulic conductivity of no greater than 1 x 10-6
centimeters per second when compacted, or a synthetic liner of sufficient thickness to exhibit structural integrity and an
effective hydraulic conductivity no greater than that of the natural material liner.
spic)/(g) The bottoms of earthen impoundments, trenches or other similar excavations shall be at least four feet above the
bedrock surface, except that the bottom of excavations which are less than four feet above bedrock shall have a liner with
a hydraulic conductivity no greater than .1 x 10-7 centimeters per second. Linerthickness shall be that thickness necessary
to achieve a leakage rate consistent with the sensitivity of classified groundwaters. Liner requirements may be reduced if
it can be demonstrated by the applicant through predictive calculations or modeling methods that construction and use of
these treatment and disposal units will not result in contravention of surface water or groundwater standards.
. (h) Impoundments, trenches or other excavations made for the purpose of storing or treating waste shall not be excavated
into bedrock unless the placement of waste into such excavations will not result in a contravention of surface water or
groundwaterstandards, as demonstrated by predictive calculations or modeling.
(i) Flow equalization of at least 25 percent ofthe facilities permitted hydraulic capacity must be provided for all seasonal
or resort facilities and all other facilities with fluctuations in influent flow which may adversely affect the performance of
the system.
(j) By-pass and overflow lines shall be prohibited.
(k) Multiple pumps shall be provided if pumps are used.
(1) Power reliability shall be provided consisting of:
(1) automatically activated standby power supply onsite, capable of powering all essential treatment units
under design conditions; or -
(2) approval by the Director that the facility:
(A) serves a private water distribution system which has automatic shut-off at power failure and
no elevated water storage tanks,
(B) has sufficient storage capacity that no potential for overflow exists, and
(C) can tolerate septic wastewater due to prolonged detention.
(m) A water -tight seal on all treatment/storage units or minimum of two feet protection from 100-year flood shall be
provided.
(n) Irrigation system design shall not exceed the recommended precipitation rates in the soils report prepared pursuant to
Rule .0504 of this Section. -
(o) A minimum of 30 days of residual storage shall be provided.
(p) Disposal areas shall be designed to maintain a one -foot vertical separation between the seasonal high water table and
the ground surface.
(q) The public shall be prohibited access to the wetted irrigation area and treatment facilities.
(r) Influent pump stations shall meet the sewer minimum design criteria as provided in Section .0300 of this Subchapter.
(s) Septic tanks shall adhere to the standards established in 15A NCAC 18A .1900.
(t) The irrigationsystem shall be provided with a flow meter to allow accurate determination of the volume of treated
wastewater applied to each field.
History Note: Authority G.S. 143-2151; 143-215.3(a);
Eff. September 1, 2006.
15A NCAC 02T .0506 SETBACKS
(a) The setbacks for Irrigation sites shall be,as follows:
Spray Drip
(feet) (feet)
Any habitable residence or place of public assembly under separate ownership
or not to be maintained as, part of the project site 400 100
Any habitable residence or place of public assembly ownedbythe permittee-
to be maintained as part of the project site 200 15
Any private or public water supply source 100 100
Surface waters (streams — intermittent and perennial, perennial waterbodies,
and wetlands) 100 100
Groundwater lowering ditches (where the bottom of the ditch intersects the SHWT) 100 100
Surface water diversions (ephemeral streams, waterways, ditches) 25 25
Any well with exception of monitoring wells 100 100
P
28

ENR — ENVIRONMENTAL MANAGEMENT
09/01/06
Any property line
Top of slope of embankments or cuts of two feet or more in vertical height
Any water line from a disposal system
Subsurface groundwater lowering drainage systems
Any swimming pool
Public right of way
Nitrification field
Any building foundation or basement '
(b) .The setbacks for Treatment and storage units shall be as follows:
Any habitable residence or place of -public assembly under separate ownership
or not to be maintained as part, of the project site 100
Any private or public water supply source- r 100
Surface waters (streams — intermittentand perennial, perennial waterbodies,
and wetlands) 50
Any well with exception of monitoring wells 100
Any property line 50
(c) Achieving the reclaimed water effluent standards contained in 15A NCAC 02T .0906 shall permit the system to use
the setbacks located in 15A NCAC 02T .0900 for property lines and the compliance boundary shall be at the irrigation
area boundary.
(d) Setback waivers shall be written, notarized, signed by all parties involved and recorded with the County Register of
Deeds., Waivers involving' the compliance boundary shall be in accordance with 15A NCAC 02L .0107.
150 50
15 15
10 10
100 100
100 100
50 50
20 20
15 15
(feet)
History Note: Authority' G.S. 143-215.1; 143-215.3(a);
Eff. September 1, 2006. .
15A NCAC 02T .0507 :OPERATION AND MAINTENANCE PLAN
An operation and maintenanceplan shall be;maintained for all systems. - The plan shall:
(1) describe the operation of the system in sufficient detail to show what operations are necessary for the
system to function and by whom the functions are to be conducted;
(2) describe anticipated maintenance of the system; ,
(3) include provisions for safety measures including restriction of access to the site and equipment, as
appropriate; and
(4) • include spill control provisions including:
(a) response to upsets and bypasses including control, containment, and remediation; and
(b) contact information for plant personnel, emergency responders, and regulatory agencies.
History Note;. • Authority G.S. 143-215.1; 143-215.3(a);
Eff September 1, 2006.
15A NCAC 02T .0508 RESIDUALS MANAGEMENT PLAN
A Residuals Management Plan shall be maintained for all systems that generate residuals. The plan must include the
following:
(1) a detailed explanation as to how the residuals will be collected, handled, processed, stored and
disposed;
an evaluation of the residuals storage requirements for the treatment facility based upon the maximum
anticipated residuals production rate and. abilityto remove 'residuals;
a permit for residuals utilization, a written commitment to •the Permittee of a Department approved
residuals disposal/utilization program accepting the residuals which demonstrates that 'the approved
program has adequate capacity to.accept the residuals, orthat an application for approval has been
submitted; and
if oil, grease, grit, or screenings removal and collection is a designed unit process, a detailed
explanation as to how the oil/grease will be collected, handled, processed;•stored and disposed.
History Note: Authority G.S. 143-215.1; 143-215.3(a);
Eff September 1, 2006:
29

Land.Application Amendment
Subject: Land Application Amendment
From: Joel Shields' <[e-mail]>
Date: Thu, 13 Nov 2008 13:49:42 -0500
To: [e-mail]
CC: [e-mail]
Hope:
Did you send a copy of the land application amendment to Raleigh? I am sure you
did but if not please send a copy to Ed Hardee. Ed is out today so Jim couldn't
talk to him about the lagoon ,and how the rules apply but we will find out and let
you know as soon as possible.
Thank You,
Joel
or
L A-G'Ovro U'J )2 S
A) or cri2/07,r_irj:165 (0),) Le 5- -5
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1 of 1 11/13/2008 3:37 PM

ENR-ENVIRONMENTAL MANAGEMENT COMMISSION T15A: 02H.0200
pending during the quarter. The quarters begin,on January 1, April 1, July 1, and October
1, and the report shall be submitted within 30 days after the end of each period.
(c) Approval of Local Programs. The .staff of the division shall acknowledge in writing receipt of an
application for a local sewer system program, review the application, notify the applicant of additional.
information that may be required, and makea recommendation to the Commission on the acceptability of
the proposed.local program. Final action on the proposed local program shall be made by the Commission
within 180 days of receiving a complete'application.
(d) Adequacy of Receiving Facilities. Local -sewer system programs shall not issue a permit for a. sewer
project which would increase the flow or change the characteristics of waste to a treatment works or sewer
system unless the local program has received a written determination from the Division that, pursuant to
G.S. 143-215.67(a), the treatment works or sewer system is adequate to receive the waste. The Division
staff may, when appropriate, provide one written'determination that covers all local permits for domestic
sewage sewer projects with total increased flow to a particular treatment works less than a specified amount
and which are issued within a specified period of time not to .exceed 60 days. In no case shall the local
sewer system program issue a permit for additional wastewater if the receiving wastewater treatment 'is in
noncompliance with its Division issued permit unless the additional flow is allowed as part of a special
order or judicial order.
(e) Modification of a Local- Program. After a local sewer system program has been approved by the
Commission, any modification of the program procedures or requirements specified in Paragraph (a) of this
Rule must be approved by the Commission to assure that the procedures and requirements remain at least
as stringent as the state-wide requirements of the Commission. -
(f) Appeal of Local Decisions. Appeal of individual permit denials or issuance with conditions the permit
applicant finds unacceptable shall be made to the local program authorityor to an appropriate judicial level.
The Commission will not consider individual permit denials or issuance • with conditions to which the
permittee objects. This Paragraph does not alter the enforcement authority of the commission as specified'
in G.S.' 143-215.1(f).
(g) The Division shall maintain a list of all local units of government with approved local sewer system
programs and make copies of the list available to the public upon request and,payment of any reasonable
costs for reproduction. The list can be obtained from: Permitting and Engineering Unit Supervisor,
Division of Environmental Management, Water Quality Section; 'P. O. Box 29535, Raleigh, North
Carolina, 27626-0535.
History Note: Authority G.S. 143-215.1; 143-215.3(a)(1);
Ell.February 1, 1986;
Amended Eff. February 1, 1993; October 1, 1987.
15A NCAC 02H .0219 MINIMUM°DESIGN REQUIREMENTS
(a) All facilities requiring a permit pursuant to this Section shall be designed following good 'engineering
practice. The plans and specifications for all projects must be sealed by.a Professional Engineer. The only
exceptions from the Professional Engineer requirement are those allowed in Rule .0205(d)(1)(A)(iii) of this
Section. '
(b) Waste, including treated waste, shall not be placed directly into, or in contact with, GA classified
groundwater unless such placement will not result in a contravention of GA groundwater standards, as
demonstrated by predictive calculations or modeling methods acceptable to the Director.
(c) Impoundments, trenches or other excavations made for the purpose of storing or treating waste will not
be excavated into bedrock unless the placement of waste into such excavations will not result in a
contravention of assigned standards, as demonstrated by predictive calculations or modeling methods
acceptable to the Director.
(d) The bottoms of earthen impoundments, trenches or other similar excavations. with the exception of
nitrification fields, infiltration systems, and sewer line excavations shall be at least four feet above the
bedrock surface, except that the bottom of excavations which are less than four feet above bedrock shall
have a liner with a hydraulic conductivity no greater than 1 x 10-7 centimeters per second. Liner thickness
will be that thickness necessary to achieve a leakage rate consistent with thesensitivity of classified
groundwaters. Separation distances or liner requirements may be reduced if it can be demonstrated by
NORTH CAROLINA ADMINISTRATIVE CODE
Effective April 1, 2001. Page25 of 44

ENR-ENVIRONMENTAL MANAGEMENT COMMISSION TJ5A: 02H.0200
predictive calculations or modeling methods acceptable to the Director, that construction and use of these
treatment and disposal units will not result in contravention of assigned standards.
(e) 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 less than one foot. If the area is to be utilized for
industrial waste and has a separation of less than three feet, and in other areas as designated by the Director,
a demonstration must be made using predictive calculations or modeling methods, acceptable to the
Director, that such placement will not result in contravention of classified groundwater standards.
(f) Treatment works and disposal systems utilizing earthen basins, lagoons, ponds or trenches, excluding
nitrification fields, infiltration systems, and holding ponds containing non -industrial treated effluent prior to
spray irrigation, for treatment, storage or disposal shall have either a liner of natural material at least one
foot in thickness and having a hydraulic conductivity of no greater than 1 x 10-6 centimeters per second
when compacted, or a synthetic liner of sufficient thickness to exhibit structural integrity and an effective
hydraulic conductivity no greater than that of the natural material liner.
(g) Except as otherwise provided by these requirements or by terms of a permit, all waste treatment,
storage and disposal facilities must maintain and, operate a groundwater monitoring, system as approved by
the Division. The monitoring system must be designed to assess the impact of any discharge on the quality
of the underlying groundwaters and \must be based on the results of the hydrogeologic investigation.
(h) For pumping stations:
(1) no by-pass or overflow lines;
(2) multiple pumps shall be provided capable of pumping at a rate of 2.5 times .the average
daily flow rate with any one pump out of service. Pump-on/Pump-off elevations shall be
set such that 2-8 pumping cycles per hour may be achieved in the pump station at average
flow. If extended detention times are necessary due to phased development, the need for
odor and corrosion control must be evaluated by the applicant;
(3) at least one of the following shall be required:
(A) dual source or standby power supply on site or;
(B) telemetry systems with sufficient numbers of standby generators and personnel'
for distribution or;
(C) • approval by the Directorthat the pump station:
(i) serves a private water distribution system which has automatic shut-off
at power failure and no elevated water storage tanks, and
(ii) . has sufficient storage capacity that no potential for overflow exists, and
(iii) is connected to facilities that can tolerate septic .wastewater due to
prolonged detention or;
(D) where the waters that would be impacted by a power failure are classified as C,
the applicant may be allowed to show a history of power reliability that would
demonstrate that an alternative power source or other reliability measures would
not be needed;
(4) screened vents for all wet wells;
(5) high water audio•and visual alarms;
(6) protection from a 100 year flood; -
(7) restricted access to the site and equipment;
(8) all-weather roadway to the site.
(i) For sewer systems and sewer system extensions:
(1) All building drains and building sewers which are approved by . the local building
inspector in accordance with the North Carolina Building Code are deemed to be
permitted by the Environmental Management Commission;
(2) All sewers shall be designed based upon at least minimum standards which include:
(A) wastewater flow rate at design loading should result in the sewer flowing
approximately half full. The sewer must also be evaluated as to its ability, to
-carry peak loadings;
(B) a velocity of two feet per second;
(C) construction and operation shall not result in water pollution;
(D) infiltration rate limited to 100 gallons per day per inch of pipe diameter per mile
of pipe;
(E) construction and operation consistent with all applicable local ordinances;
NORTH CAROLINA ADMINISTRATIVE CODE Effective April 1, 2001 Page 26 of 44

[Fwd: Flow Diverted to B Field]
Subject:. [Fwd: Flow Diverted to B Field]
From: Joel Shields <[e-mail]>
Date: Fri, 24 Oct 2008 07:20:37 -0400
To: [e-mail]
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Subject: Flow Diverted to B Field
From: Hope Walters <[e-mail]>
Date: Thu, 23 Oct 2008 13:26:02 -0400
To: [e-mail]
CC: John Talton <John [e-mail]>
Joel,
There was a bad pipe leak in the vault in D Field. Inorder for it to be repaired, the entire system had to be shut
down and flows had to be diverted to B Field. The flow was diverted to B Field from 9:10 AM until 11:30 AM.
This pipe was repaired and the sprayfield system was back on line within two hours and twenty minutes.
All of the flow was contained within B Field, there was no overflow or run-off I estimate there is about 443,655
gallons sent to B Field.
If you have any questions or need any additional information please give me a call.
Thanks,
Hope A. Walters
Area Manager - Utilities, Environmental and Plant Services
Campbell Soup Supply Company
2120 NC 71 Hwy. N.
Maxton, NC 28364
[phone] Office
[phone] Fax
[phone] Ce11
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1 of 1 10/24/2008 8:33 AM

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Here
7-3 0f
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or PO Box No. 2 I ZO , /G 7
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c 2Y3 G
Pig

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1. Article Addressed to:
CAMPBELL SOUP SUPPLY CO., LLC
ATTN: JOHN TALTON
2120 NC 71 HWY N
MAXTON, NC 28364
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UNITED(5TATrattS,� PO V-a.FM...g....l NA. A f;: 11
05 JUL ;: 008 PM ,ffi. w ,.._ `
,ssrn, ' e65,,e4idY
„WAI
• Sender: Please print your name, address, and ZIP "iii"'this box •
NC DEPT OF ENVIRONMENT & NATURAL RESOURCES
DWQ-AP SECTION i z
ATTN: ART BARNHARDTqR
��
Y
225 GREEN ST, SUITE 714 JUL Q
FAYETTEVILLE NC 28301-5043 7 2
LOERFAYFTTELLE REGIONAL OFFICE
II;
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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen Sullins, Director
Division of Water Quality
July 1, 2008
CERTIFIED MAIL
RETURN RECEIPT REQUESTED'
John Talton — Engineering, Maintenance, and Reliability Leader
Campbell Soup Supply Company LLC
2120 NC 71 Highway N
Maxton, North Carolina 28364 .
SUBJECT: Permit Requirements
Campbell Soup Supply Company LLC
Permit No. WQ0003626
Robeson County
Dear Mr. Talton:
The North Carolina Department of Water Quality (NCDWQ) appreciates you taking the time to meet with
us on Wednesday June 18, 2008. As stated during our meeting, NCDWQ will work with Campbell Soup
while in the process of modifying your permit. Your permit WQ0003626 allows you to spray 4.0 million
gallons per day of residuals. At this time there is "NO" monthly average but this will be re-evaluated
during your permit modification process. NCDWQ agrees that your fields have the hydraulic capacity of
4.2 million gallons per day and will take that into consideration when reviewing your monthly NDAR's.
NCDWQ requires that the permittee shall self report by telephone to the Fayetteville Regional Office or
by email, as soon as possible, but no less than 24 hours, or on the next working day following the
occurrence or first knowledge of the occurrence of any of the following: information indicates that the
facility has gone out of compliance with permit limitations, including, but not limited to, effluent
limitations, accedence's of groundwater standards or overloading of any field, which includes spraying
more than 4.0 million gallons of residual water per day.
/
The self -reporting will allow NCDWQ the opportunity to inspect the site to see if during and over
application (based on 4.0 million gallons per day) if there is run off or impact to surface water.
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
No One Carolina
urally

Page 2
John Talton
July 1, 2008
If you have any questions concerning this matter, please do not hesitate to contact either Art Barnhardt at
[phone] [e-mail] or myself at (910-433-3332) joel.shields@ncmail. net.
Sincerely,
Joel S. Shields
Environmental Specialist
cc: Hope Walters, ORC
APS Central Office File
E a

H.,- OPERATION AND MAINTENANCE REQUIREMENTS .
1. The facilities shall be properly maintained and operated at all times.
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 8G .0201. The ORC shall visit
the facilities in accordance with 15A NCAC 8G .0204 or as specified in this permit and shall comply
with all other conditions specified in these rules.
3- Inclement• •weather :Shall :.not affect the spray irrigation of .wastewater unless the ground..is , in a
condition that will cause, runoff -On" on" Fields A, C, D, E, F, G,• H, I and J. During such events, all
. wastewater shall be diverted to Field B until the remaining fields are suitable for irrigation. If an upset
condition occurs in Field B, resulting in an overflow dr discharge of wastewater, the Perrhittee 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...
4. .The application, instantaneous and PAN loading rates shall not exceed the following:
Field - Zone
Area
. (acres)
Annual Loading Rate
(in/yr) .
Instantaneous Loading Rate
(as limited by design)
(in/hr.)
Calculated annual
PAN Loading Rate
(lbs/acre)
A . ..
83.35 :
31 / . 156/3(05 ` M
3 i4cty. •
- n/a•
350
B
8.60
156
n/a
350 •
- C
• 58.42
- 156
•.n/a
- 350
D .
• 35.34
156 . .
.-
n/a
350
E
54.59..
156
n/a
•
350.
• F
39.49
156 ..
---n/a
• . - 350 -
G
. 33.35
156 • •
•
n/a
• 350
H .
62.38
\ . 156
n/a
350 .
I
30.0
156 . . .
. n/a
350
J-1 .
,4,801.3.9
D 9 :1`'"1 91/30:..2 51�/..1
. 0.5 `.
•
: 220 (24;11
J-2 .
4.81
. 91
0.5
.
220.
. J-3 • '4.44
.
..91
. 0.5 ..
. 220 .
.J-4 .•
3!?1 .45..
•. 91.
• 0.5 ..
. .
22064)SS
- - 220
J-5
6.26
. .. 91: -
•
0.5 .:
J-6
Ss'l-S.6L,
: 91 :.
- 0.5
220(3g )9
J-7 . .
5.37
91
-
.. '0.5
220
. J-8
. 4.78 .
.(ii I10
51/30'-.ly
Ix*
0.5
•
220
J-9
5.75 .
• . 51
: - 0.5
.220
J-10
S '•A
1,?S"I
91/3 5:.2S14A4�
0.5 .
220 (31� 7&
J-11 •
3.64
- . 51.
. 0.5
220
- Total
--
to 210. %90
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