HomeMy WebLinkAboutWQ0003626_Final Permit_20101022Beverly Eaves Perdue
Governor
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Coleen H. Sullins
DirectoY
October 22, 2010
MARK T. CACCIATOR.E — SENIOR DIRECTOR OF OPERATIONS
CAMPBELL SOUP SUPPLY COMPANY, LLC
2120 NC 71 HIGHWAY NORTH
MAXTON, NORTH CAROLINA 28364
Dear Mr. Cacciatore:
Dee Freeman
Secretar,;
Subject: Permit No. WQ0003626
Maxton Plant & Silgan Can
Company WWTP
Wastewater Irrigation System
Robeson County
In accordance with your permit modification request received October 5, 2010, and subsequent
additional information received October 19, 2010, we are forwarding herewith Permit No. WQ0003626
dated October 22, 2010, to Campbell Soup Supply Company, LLC for the construction and operation of
the permitted modifications and continued operation of the subject wastewater treatment and irrigation
facilities.
The following modifications to the subject permit are as follows: Addition of a 1,000,000 gallon
flow equalization basin with two circulation pumps and four aerators.
This permit shall be effective from the date of issuance until April 30, 2018, shall void Permit No.
WQ0003626 issued May 11, 2009, and shall be subject to the conditions and limitations as specified
therein. Please pay particular attention to the monitoring requirements listed in Attachments A, B and C
for they may differ from the previous permit issuance. Failure to establish an adequate system for
collecting and maintaining the required operational information shall result in future compliance
problems.
Please note the expiration date has been modified since the last permit issuance:
➢ Permit Expiration Date — The expiration date has been extended from April 30, 2014 to April
30, 2018 due to Session Laws 2009-406 and 2010-177.
A' 'JIF'eR PROTECTION SEC,710N
1636 t,'a°' Service Cente-, Raleigh, Forth
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Mr. Mark T. Cacciatore
October 22, 2010
Page 2of2
Please note the following permit conditions are new since the last permit issuance:
➢ Condition VI.8. — This condition notes that this permit is subject to revocation or unilateral
modification within 60 days notice from the Division if the terms in 15A NCAC 02T .0110
are violated.
Condition VI.9. — This condition notes that this facilities in this permit may not be expanded
if the Permittee exemplifies any of the criteria in 15A NCAC 02T .0120(b).
If any parts, requirements or limitations contained in this permit are unacceptable, the Permittee
has the right to request an adjudieatory hearing upon written request within 30 days following receipt of
this permit. This request shall be in the form of a written petition, conforming to Chapter 150B of the
North Carolina General Statutes, and filed with the Office of Administrative Hearings at 6714 Mail
Service Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
One set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this matter, please contact Nathaniel Thornburg at (919) 715-6160 or
nthaniel .thoznburg(ii)iacdenr. gov.
Sincerely,
�IrColee H. Sullins
cc: Robeson County Health Department
Fayetteville Regional 'Office, Aquifer Protection Section
Donald D. Paschall, Jr., PE
Permit File WQ0003626
Notebook File WQ0003626
NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER IRRIGATION SYSTEM PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules and Regulations
PERMISSION IS HEREBY GRANTED TO
Campbell Soup Supply Company, LLC
Robeson County
FOR THE
operation of a 4,000,000 gallon per day (GPD) wastewater treatment and irrigation facility consisting of:
construction and operation of: a 1,000,000 gallon flow equalization basin with two 300 gallon per minute
(GPM) circulation pumps and four 15 horsepower (hp) surface aerators; and the
continued operation of: a Parshall flume with a flow recorder/totalizer; a mechanical bar screen; a lime
slurry system for pH and odor control; six 800 GPM influent pumps; a flow splitter tank; two dissolved
air flotation (DAF) cell influent flow meters; two 18,000 gallon DAF cells with two 145 GPM grit pumps
(one pump is an existing grit pump to be relocated) and two 250 GPM recycle pressurization pumps; two
10,000 gallon DAF sludge holding tanks with two 7.5 hp mixers, two 210 GPM sludge removal pumps
and a sludge flow meter; and a grit classifier consisting of a cyclone and dewatering screw; one 4 foot
1,064 GPM rotary screen; three 6 foot 1,700 GPM rotary screens; a 23,000 gallon clearwell with six 800
GPM pumps; a spray irrigation pump station with six 800 GPM pumps and a high-water alarm;
approximately 448.02 acres of irrigation fields (i.e., Fields A, C, D, E, F, G, H, I and J); an emergency
standby 8.6 acre land application row and furrow system (i.e., Field B) for use during power outages or
during inclement weather only as necessary to prevent a discharge froze the remaining irrigation fields;
and all associated piping, valves, controls, monitoring and sampling equipment, and appurtenances;
to serve the Maxton Plant and Silgan Can Company, with no discharge of wastes to surface waters,
pursuant to the application received October 5, 2010, and subsequent additional information received by
the Division of Water Quality, and in conformity with the project plans, specifications, and other
supporting data subsequently filed and approved by the Departh ent of Environment and Natural
Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until April 30, 2018, shall void Permit No.
WQ0003626 issued May 11, 2009, and shall be subject to the following specified conditions and
limitations:
WQ0003626 Version 3.1 Shell Version 100804 Pace 1 of 10
I. SCHEDULES
6
1. In accordance with 15A NCAC 02T .0116, upon completion of construction and prior to operation of
the permitted facility modifications, a certification (attached) shall be submitted from a licensed
North Carolina Professional Engineer certifying that the permitted facility modifications have been
installed in accordance with this permit, Division approved plans and specifications, and other
supporting documentation, including the location of all monitoring wells as applicable. If this project
is to be completed in phases and.partially certified the Permittee shall retain the responsibilityresponsibili!y to
track further construction a roved under the same ermit and shall provide a final certificate of
completion once the entire project has been completed. Mail the Certification to the Division of
Water Quality, Aquifer Protection Section, 1636 Mail Service Center, Raleigh, NC 27699-1636,
2. The Fayetteville Regional Office, telephone number (910) 433-3300, shall be notified at least 48
hours in advance (excluding weekends and holidays) of operation of the installed facilities such that
an in -place inspection can be made. Notification to the Aquifer Protection Section's regional
supervisor shall be made from 8:00 a.m. until 5:00 p.m. on Monday through Friday, excluding State
Holidays,
3. Within 90 days of completion of permit issuance, the Permittee shall submit two original copies of a
site map with a scale no greater than 1-inch equals 100 feet; however, special provisions may be
granted upon prior approval for large properties. At a minimum, the map shall include the following
information:
a. The location and identity of each monitoring well.
b. The location of major components of the waste disposal system.
c. The location of property boundaries within 500 feet of the disposal areas.
d. The latitude and longitude of the established horizontal control monument.
e. The elevation of the top of the well casing (i.e., measuring point) relative to a common datum.
f. 'The depth of water below the measuring point at the time the measuring point is established.
g. The location of compliance and review boundaries.
h. The date the reap is prepared and/or revised.
Control monuments shall be installed in such a manner and made of such materials that the
monument will not be destroyed due to activities taking place on the property. The map and any
supporting documentation shall be sent to the Division of Water Quality, Aquifer Protection Section,
1636 Mail Service Center, Raleigh, NC 27699-1636.
No later than six months prior to the expiration of this permit, the Permittee shall request renewal of
this permit on official Division forms. Upon receipt of the request, the Division will review the
adequacy of the facilities described therein, and if warranted, will renew the permit for such period of
time and under such conditions and limitations as it may deem appropriate. Please note Rule 15A
NCAC 02T .0105(d) requires an updated site reap to be submitted with the permit renewal
application.
II. PERFORMANCE STANDARDS
1. The Operator in Responsible Charge (ORC), the designated back-up ORC or a person under the
supervision of the ORC shall inspect the land application sites as often as necessary, but in no case
shall the time between inspections be more than 120 minutes during the application of wastewater to
the permitted fields. A record of each inspection shall be recorded on forms approved by the Division
and shall include, at a minimum, the date, time, spray field inspected and name of the inspector.
Comments shall be noted on the forms as to the condition(s) observed during the inspection of the
fields in use at the time of the inspection.
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2. The subject non -discharge facilities shall be effectively maintained and operated at all times so there
is no discharge to surface waters, nor any contravention of groundwater or surface water standards.
In the event the facilities fail to perform satisfactorily, including the creation of nuisance conditions
due to improper operation and maintenance, or failure of the irrigation areas to adequately assimilate
the effluent, the Pem-ittee shall take immediate corrective actions including Division required actions,
such as the construction of additional or replacement wastewater treatment or disposal facilities.
3. This permit shall not relieve the Pen ittee of their responsibility for damages to groundwater or
surface water resulting from the operation of this facility.
4. All wells constructed for purposes of groundwater monitoring shall be constructed in accordance with
15A NCAC 02C .0108 (Standards of Construction, for Wells Other than Water Supply), and any other
jurisdictional laws and regulations pertaining to well construction.
5. Effluent limitations shall not exceed those specified in Attachment A.
6. Application rates, whether hydraulic, nutrient or other pollutant, shall not exceed those specified in
Attachment B.
7. The compliance boundary for the disposal system shall be specified in accordance with 15A NCAC
02L .0107(a). This disposal system consisting of Fields A, B, C, D and E was individually permitted
prior to December 30, 1983; therefore, the compliance boundary is established at either 500 feet from;
the effluent disposal area, or at the property boundary, whichever is closest to the effluent disposal
area. An exceedance of groundwater standards at or beyond the compliance boundary is subject to
remediation action according to 15A NCAC 02L .0106(d)(2) as well as enforcement actions in
accordance with North Carolina General Statute 143-215.6A through 143-215.6C.
8. The compliance boundary for the disposal system shall be specified in accordance with 15A NCAC
02L .0107(b). This disposal system consisting of Fields F, G, H, I and'J was individually permitted
on or after December 30, 1983; therefore, the compliance boundary is established at either 250 feet
from the effluent disposal area, or 50 feet within the property boundary, whichever is closest to the
effluent disposal area. An exceedance of groundwater standards at or beyond the compliance
boundary is subject to remediation action according to 15A NCAC 02L .0106(d)(2) as well as
enforcement actions in accordance with North Carolina General Statute 143-215.6A through 143-
215.6C.
9. In accordance with 15A NCAC 02L .0108, the review boundary is established midway between the
compliance boundary and the effluent disposal area. Any exceedance of groundwater standards at the
review boundary shall require action in accordance with 15A NCAC 02L .0106.
10. The Permittee shall apply for a permit modification to establish a new compliance boundary prior to
any sale or transfer of property affecting a compliance boundary.
11. In accordance with 15A NCAC 02L .0107(d), no wells, excluding Division approved monitoring
wells, shall be constructed within the compliance boundary except as provided for in 15A NCAC 02L
.0107(g).
12. Except as provided for in 15A NCAC 02L .0107(g), the Permittee shall ensure any landowner who is
not the Permittee and owns land within the compliance boundary shall execute and file with the
Robeson County Register of Deeds an easement running with the land containing the followim, iterns:
a. A notice of the permit and number or other description as allowed in 15A NCAC 02L A 107(f)(1);
b. Prohibits construction and operation of water supply wells within the compliance boundary; and
Reserves the right of the Permittee or the State to enter the property within the compliance
boundary for purposes related to the permit.
The Director may terminate the easement when its purpose has been fulfilled or is no longer needed.
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13. The facilities permitted herein shall be constructed according to the following setbacks:
a. The setbacks for irrigation sites permitted prior to September 1, 2006 shall be as follows (all
distances in feet):
i. Any habitable residence or place of public assembly under separate ownership: 400
ii. Surface waters: 100
iii. Any well with exception of monitoring wells: 100
iv. Any property line: 150
v. Public right of way: r 50
b. The setbacks for storage and treatment units permitted prior to September 1, 2006 shall be as
follows (all distances in feet):
i. Any well with exception of monitoring wells: 100
ii. Any property line: 50
c. The setbacks for storage and treatment units permitted after September 1, 2006 shall be as follows
(all distances in feet):
i. Any habitable residence or place of public assembly under separate ownership: 100
ii. Any private or public water supply source: 100
iii. Surface waters: 50
iv. Any well with exception of monitoring wells: 100
v. Any property line: 50
III. OPERATION AND MAINTENANCE REQUIREMENTS
1. The facilities shall be properly maintained and operated at all times. The facilities shall be effectively
maintained and operated as a non -discharge system to prevent the discharge of any wastewater
resulting from the operation of this facility. The Permittee shall maintain an Operation and
Maintenance Plan pursuant to 15A NCAC 02T .0507, which at a minimum shall include operational
functions, maintenance schedules, safety measures and a spill response plan.
2. Upon the Water Pollution Control System Operators Certification Commission's (WPCSOCC)
classification of the subject non -discharge facilities, in accordance with 15A NCAC 08G .0200 the
Permittee shall designate and employ a certified operator in responsible charge (ORC) and one or
more certified operator(s) as back-up ORC(s). The ORC. or their back-up shall visit the facilities in
accordance with 15A NCAC 08G .0200, and shall comply with all other conditions specified in the
previously cited. rules.
3. A suitable year round vegetative cover shall be maintained at all times, such that crop health is
optimized, allows for even distribution of effluent and allows inspection of the irrigation system.
4. Adequate measures shall be taken to prevent effluent ponding in or runoff from the irrigation sites
listed in Attachment B.
5. Inclement weather shall not affect the spray irrigation of effluent unless the ground is in a condition
that will cause runoff of applied wastewater from sections of Fields A, C, D, E, F, G, H, I and J.
During such events, excess wastewater shall be diverted to Field B until the impacted field sections
are inspected and deemed suitable for resuming irrigation. If an upset condition occurs in Field B,
resulting in an overflow or discharge of wastewater, the Permittee shall contact the Division. The
Permittee shall also conduct a study to determine how and why this upset condition occurred, and
shall take the necessary steps to ensure that future problems do not arise. The study and its
recommendations shall be submitted to both the Regional and Central Offices upon completion.
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6. All irrigation equipment shall be tested and calibrated at least once per permit cycle, Calibration
records shall be maintained at the facility for a period of no less than five years, and shall be made
available to the Division upon request.
7. Only effluent from the Maxton Plant and Silgan Can Company shall be irrigated on the sites listed in
Attachment B.
No automobiles or machinery shall be allowed on the irrigation sites except during equipment
installation or while maintenance is being performed.
9. Public access to the irrigation sites and wastewater treatment facilities shall be prohibited.
10. The residuals generated from the wastewater treatment facilities shall be disposed or utilized in
accordance with 15A NCAC 02T .1100. The Permittee shall maintain a residual management plan
pursuant to 15A NCAC 02T .0508.
11, Diversion or bypassing of untreated or partially treated wastewater from the treatment facilities is
prohibited.
12. Industrial waste shall not be applied or discharged onto or below the land surface when the vertical
separation between the waste and the seasonal high water table is at less than three feet, unless the
Permittee has demonstrated to the Division using acceptable predictive calculations or modeling
methods that such placement will not result in the contravention of classified groundwater standards.
n'. MONITORING AND REPORTING REQUIREMENTS
1. Any Division required monitoring {including groundwater, plant tissue, soil and surface water
analyses) necessary to ensure groundwatpr and surface water protection shall be established, and an
acceptable sampling reporting schedule shall be followed.
2. Per 15A NCAC 02H .0800, a Division certified laboratory shall conduct all laboratory analyses for
the required effluent, groundwater or surface water parameters.
3. Flow through the treatment facility shall be continuously monitored, and daily flow values shall be
reported on Form NDMR.
The Permittee shall install and maintain an appropriate flow measurement device to ensure the
accuracy and reliability of flow measurement consistent with accepted engineering and scientific
practices. Selected flow measurement devices shall be capable of measuring flows with a maximum
deviation of less than ten percent from true flow; accurately calibrated at a minimum of once per year;
and maintained -to ensure the accuracy of measurements is consistent with the selected device's
accepted capability. The Permittee shall maintain records of flow measurement device calibration on
file for a period of at least five years. At a minimum, documentation shall include:
a. Date of flow measurement device calibration,
b. Name of person performing calibration, and
c. Percent from true flow.
4. The Permittee shall monitor the effluent from the subject facilities at the frequencies and locations for
the parameters specified in Attachment A.
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The Permittee shall maintain adequate records tracking the amount of effluent irrigated. At .a
minimum, these records shall include the following information for each irrigation site listed in
Attachment B:
a. Date of irrigation;
b. Volume of effluent irrigated;
c. Site irrigated;
d. Length of time site is irrigated;
e. Continuous weekly, monthly, and year-to-date hydraulic (inches/acre) loadings;
£ Continuous monthly and year-to-date loadings for any non -hydraulic parameter specifically
limited in Attachment B;
g. Weather conditions; and
h. Maintenance of cover crops.
6. Three copies of all monitoring data (as specified in Conditions IV.3. and IVA.) on Form NDMR for
each PPI and three copies of all operation and disposal records (as specified in Condition IV.S.) on
Form NDAR-1 for every site in Attachment B shall be submitted on or before the last day of the
following month. If no activities occurred during the monitoring month, monitoring reports are still
required documenting the absence of the activity. All information shall be submitted to the following
address:
Division of Water Quality
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
7. An agricultural expert or licensed agronomist shall submit an annual report to the Division, and shall
include at a minimum:
a. Total volume of effluent applied to each field;
b. Types and quantities of nutrient additives applied to each field;
c. Overall evaluation of each field;
d. Annual maintenance and management practices that have been performed (i.e., weed control,
surface aeration, deep aeration, crop removal and final destination, plant tissue analysis of hay
crop, evaluation of soil test, actual PAN application (acre/yr) and equipment repair.
A record shall be maintained of all residuals removed from this facility. This record shall be
maintained at the facility for a period of no less than five years, and shall be made available to the
Division upon request. At a minimum, this record shall include:
a. Name of the residuals hauler;
b. Non -Discharge permit number authorizing the residuals disposal, or a letter from a municipality
agreeing to accept the residuals;
c. Date the residuals were hauled; and
d. Volume of residuals removed.
9. A maintenance log shall be maintained at this facility. This log shall be maintained at the facility for
a period of no less than five years, and shall be made available to the Division upon request. At a
minimum, this log shall include:
a. Date of calibration of flow measurement device;
b. Visual observations of the plant and plant site; and
c. Record of preventative maintenance (e.g., changing of equipment, adjustments, testing,
inspections and cleanings, etc.).
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J 0. Monitoring wells shall be sampled after construction and within 3 months prior to initiating; non -
discharge disposal operations. Monitoring wells shall be sampled thereafter at the frequencies and for
the parameters specified in Attachment C. All mapping, well construction forms, well abandonment
forms and monitortna data shall refer to the permit number and the well nomenclature as provided in
Attachment C and Fip—ure 1,
11. Two copies of the monitoring well sampling and analysis results shall be submitted on a Compliance
Monitoring Form (GW-59), along with attached copies of laboratory analyses, on or before the last
working day of the month following the sampling month. The Compliance Monitoring Form (GW-
59) shall include this permit number, the appropriate well identification number, and one GW-59a
certification form shall be submitted with each set of sampling results. All information shall be
submitted to the following address:
Division of Water Quality
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
12. An annual representative soils analysis (i.e., Standard Soil Fertility Analysis) shall be conducted on
each irrigation site listed in Attachment B. These results shall be maintained at the facility for a
period of no less than five years, and shall be made available to the Division upon request. At a
minimum, the Standard Soil Fertility Analysis shall include the following parameters:
Acidity
Exchangeable Sodium Percentage
Phosphorus
Base Saturation (by calculation)
Magnesium
Potassium
Calcium
Manganese
Sodium
Cation Exchange Capacity
Percent Humic Matter
Zinc
Copper
pH
13. Noncompliance Notification:
The Permittee shall report by telephone to the Fayetteville Regional Office, telephone number (910)
433-3300, as soon as possible, but in no case more than 24 hours, or on the next working day
following the occurrence or first knowledge of the occurrence of any of the following:
a. Any occurrence at the facility resulting in the treatment of significant amounts of wastes that is
abnormal in quantity or characteristic, including the known passage of a hazardous substance.
b. Any process unit failure (e.g., mechanical, electrical, etc.), due to known or unknown reasons,
rendering the facility incapable of adequate wastewater treatment.
c. Any facility failure resulting in a by-pass directly to receiving surface waters.
d. Any time self -monitoring indicates the facility has gone out of compliance with its permit
limitations.
e. Effluent ponding in or runoff from the irrigation sites.
Any emergency requiring immediate reporting (e.g., discharges to surface waters, imminent failure of
a storage structure, etc.) outside normal business hours shall be reported to the Division's Emergency
Response personnel at telephone number (800) 662-7956, (800) 859.0368, or (919) 733-3300.
Persons reporting such occurrences by telephone shall also file a written report in letter form within
five days following first knowledge of the occurrence. This report shall outline the actions taken or
proposed to be taken to ensure the problem does not recur.
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V. INSPECTIONS
1. The Permittee shall provide adequate inspection and maintenance to ensure proper operation of the
wastewater treatment and disposal facilities,
2. The Permittee or their designee shall inspect the wastewater treatment and disposal facilities to
prevent malfunctions, facility deterioration and operator errors resulting in discharges, which may
cause the release of wastes to the environment, a threat to human health or a public nuisance. The
Permittee shall maintain an inspection log that includes, at a minimum, the date and time of
inspection, observations made, and any maintenance, repairs, or corrective actions taken. The
Permittee shall maintain this inspection log for a period of five years from the date of the inspection,
and this log shall be made available to the Division, upon request.
I Any duly authorized Division representative may, upon presentation of credentials, enter and inspect
any property, premises or place on or related to the wastewater treatment and disposal facilities
permitted herein at any reasonable time for the purpose of determining compliance with this permit;
may inspect or copy any records required to be maintained under the terms and conditions of this
permit, and may collect groundwater, surface water or leachate samples.
N11. GENERAL CONDITIONS
1. Failure to comply with the conditions and limitations contained herein may subject the Permittee to
an enforcement action by the Division in accordance with North Carolina General Statutes 143-
215.6A to 143-215.6C.
2. This permit shall become voidable if the permitted facilities are not constructed in accordance with
the conditions of this permit, the Division approved plans and specifications, and other supporting
documentation.
3. This permit is effective only with respect to the nature and volume of wastes described in the permit
application, Division approved plans and specifications, and other supporting documentation. No.
variances to applicable rules governing the construction or operation of the permitted facilities are
granted, unless specifically requested and approved in this permit pursuant to 15A NCAC 02T
.0105(n).
4. The issuance of this permit does not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances, which may be imposed by other jurisdictional government agencies
(e.g., local, state, and federal). Of particular concern to the Division are applicable river buffer rules
in 15A NCAC 02B .0200, erosion and sedimentation control requirements in 15A NCAC Chapter 4
and under the Division's General Permit NCG010000; any requirements pertaining to wetlands under
15A NCAC 02B .0200 and 02H .0500; and documentation of compliance with Article 21 Part 6 of
Chapter 143 of the General Statutes.
S. In the event the permitted facilities change ownership or the Permittee changes their name, a formal
permit modification request shall be submitted to the Division. This request shall be made on official
Division forms, and shall include appropriate property ownership documentation and other supporting
documentation as necessary. The Permittee of record shall remain fully responsible for maintaining
and operating the facilities permitted herein until a permit is issued to the new owner.
6. The Permittee shall retain a set of Division approved plans and specifications for the life of the
facilities permitted herein.
7. The Permittee shall maintain this permit until all permitted facilities herein are properly closed or
permitted under another permit issued by the appropriate permitting authority pursuant to 15A NCAC
02T .01050).
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8. This permit is subject to revocation or unilateral modification upon 60 days notice from the Division
Director, in whole or part for the requirements listed in 15A NCAC 02T .0110.
9. Unless the Division Director grants a variance, expansion of the permitted facilities contained herein
shall not be granted if the Permittee exemplifies any of the criteria in 15A NCAC 02T .0120(b).
10. The Permittee shall pay the annual fee within 30 days after being billed by the Division. Failure to
pay the annual fee accordingly shall be cause for the Division to revoke this permit pursuant to 15A
NCAC 02T .0105(e)(3).
Permit issued this the 22nd day of October 2010
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Z4__
Sir96leen klAullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0003626
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Permit No. WQ0003626 Wastewater Irrigation System
Campbell Soup Supply Company, LLC October 22, 2010
Maxton Plant & Silgan Can Company WWTP Robeson County
ENGINEERING CERTIFICATION
❑ Partial ❑ Final
In accordance with 15A NCAC 02T .0116, I, _
as a duly registered Professional Engineer in the State of North Carolina, having the Permittee's
authorization to ❑ periodically ❑ weedy ❑ fully observe the construction of the permitted facility,
hereby state to the best of my abilities that due care and diligence was used in the observation of the
construction, such that the facility was built within substantial compliance and intent of this permit, the
Division approved plans and specifications, and other supporting documentation.
❑ Any variation to this permit, the Division approved plans and specifications, and other supporting
documentation has been documented in the attached as -built drawings, and shall serve as the
Permittee's minor modification request to amend the permit accordingly.
Provide a brief narrative description of any variations:
Professional Engineer's Name
Engineering Firm
Mailing Address
City
State Zip
Telephone E-mail NC PE Seal, Signature & Date
THE COMPLETED ENGINEERING CERTIFICATION, INCLUDING ALL SUPPORTING
INFORMATION AND MATERIALS, SHALL BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
AQUIFER PROTECTION SECTION
LAND APPLICATION UNIT
By U.S. Postal Service: By Courier/Special Delivery:
1636 MAIL SERVICE CENTER 2728 CAPITAL BOULEVARD
R.ALEIGH, NORTH CAROLINA 27699-1636 RALEIGH, NORTH CAROLINA 27604
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ATTACHMENT A - LIMITATIONS AND MONITORING REQUIREMENTS
PPI '001 — WWTF Effluent
Permit Number: WQ0003626 Version: 3.1
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING
REQUIREMENTS
Parameter Description - I'CS Code
Monthly Average
Monthly Geometric
Mean
Minimum
Daily Maximum
Measurement
Frequency
Sample
'Type
BOD, 5-Day (20 Deg. C) — 00310
2 x Month
Grab
Cadmium. Total (as Cd) —01027
2 x Month
Grab
Calcium, Total (as Ca) — 00916
2 x Month
Grab
Copper, Total (as Cu) — 01042
2 x Month
Grab
Flow, in conduit or thru treatment plant— 50050
4,000.000
GPD
5,039,515
GPI)
Continuous
Continuous
Magnesium, Total (as Mg) — 00927
2 x Month
Grab
Nickel, Total (as Ni) — 01007
2 x Month
Grab
Nitrogen, Animonia Total (as N) — 00610
2 x Month
Grab
Nitrogen_ Kjeldahl. Total (as N) — 00625
2 x Month
Grab
Nitrogen. Nitrate "total (as N) — 00620
2 x Month
Grab
p11— 00400
5 x Week
Grab
Phosphorus, "Total (as P) — 00665
2 x Month
Grab
Plant Available Nitrogen — WQ09
2 x.M.onth
Calculated
Sodium Adsorption Ratio — 00931
2 x Month
Calculated
Sodium, 'Dotal (as Na) -- 00929
2 x Month
Grab
Solids.'Fotal Suspended--00530
2 x Month
Grab
Zinc, Total (as Zn)-01092
2 x Month
Grab
WQ0003626 Version 3.1 Attachment A Page I oft
THIS PAGE BLANK
WQ0003. Version l i Attachment A ge 2 of 2
ATTACHMENT B - APPROVED LAND APPLICATION SITES AND LIMITATIONS
Campbell Soup Supply Company, LLC — Maxton Plant and Silgan Can Company WWTP
Pertnit Number: WQ0003626 Version: 3.1
IRRIGATION AREA INFORMATION
APPLICATION LIMITATIONS
Field
Owner
County
Latitude
Longitude
Net
Acreage
Dominant
Soil Series
Parameter
Hourly
Rate
V early
Max
Units
A
Campbell Soup Supply Company. LLC
Robeson
34' 48' 29"
-79' 18' 48"
83.35
01284 - Non -Discharge Application Rate
156
inches
WQ09 - Plant Available Nitrogen
350
Ibs/ac/yr
B
Caupbell Soup Supply Company, LLC.
Robeson
34' 48' 14"
-790 18143
8.60
01284 - Non -Discharge Application Rate
156
inches
WQ09 - Plant Available Nitrogen
350
lbs/ac/yr
C
Campbell Soup Supply Company. LLC
Robeson
34° 48' 14"
-79' 18' 26"
58.42
01284 - Non -Discharge Application Rate
156
inches
WQ09 - Plant Available Nitrogen
350
lbs/ae/vr
1)
Campbell Soup Supply Company, LLC
Robeson
34' 48' 04"
-79' 18' 10"
35,34
01284- Non -Discharge Application Rate
156
inches
WQ09 - Plant Available Nitrogen
350
Ibs/ac/yr
[i
Campbell Soup Supply Company, LLC
Robeson
30 48' 17"
-79' 18' 01"
54.59
01284 - Non -Discharge Application Rate
156
inches
WQ09 - Plant Available Nitrogen
350
Ibs/ae/yr
F
Campbell Soup Supply CoMpatry. LI.0
Robeson
34' 48' 08"
-79' 17' 42"
39.49
01284 - Non -Discharge Application Rate
156
inches
WQ09 - Plant Available Nitrogen
350
lbs/aclyr
G
Campbell Soup Supply Company. LLC
Robeson
34° 47' 57"
-79' 17' 52"
33.35
01284 - Non -Discharge Application Rate
156
inches
WQ09 - Plant Available Nitrogen
350
Ibs/ac/3-r
I I
Campbell Soup Supple Company. UC
Robeson
34° 47' 49"
-79' 17' 35"
62.38
01284 - Non -Discharge Application Rate
156
inches
WQ09 - Plant Available Nitrogen
350
Ibslac/yr
I
Campbell Soup Supply Company. LLC
Robeson
34° 47' 47"
-79' 18' 07"
30.0
01284 - Non -Discharge Application Rate
156
inches
WQ09 - Plant Available Nitrogen
350
Ibs/ac/yr
J-1
Campbell Soup Supply Company. IA,C
Robeson
34' 47' 50"
-79' 17' 58"
3.90
01284 -Nan-Discharge Application Rate
0.5
91
inches
WQ09 - Plant Available Nitrogen
220
Ibs/ae/yr
1-2
Campbell Soup Supply Company. LLC
Robeson
34' 47' 48"
-79" 17' 54"
4.81
01284 - Non -Discharge Application Rate
0.5
91
inches
WQ09 -- Plant Available Nitrogen
220
lbs/ac/yr
J-3
Campbell Soup Supply Company, LLC
Robeson
34° 47' 47"
-79" 17' 49"
4.44
01284 - Non -Discharge Application Rate
0.5
91
inches
WQ09 - Plant Available Nitrogen
220
lbs/ac/yr
WQ0003626 Version 3.1 Attachment B Page I of 2
J-4
Campbell Soup Supply Company, LLC
Robeson
34' 47' 48"
-79' 18' 00"
1.85
01284 —Non-Discharge Application Rate
0.5
91
inches
WQ09 — Plant Available Nitrogen
220
lbs/ac/yr
1-5
Campbell Soup Supply Company, LLC
Robeson
34° 47' 41"
-79' IT 57"
6.26
01284 — Non -Discharge Application Rate
0.5
91
inches
WQ09 — Plant Available Nitrogen
220
lbgac/yr
J-6
Campbell Soup Supply Company, LLC
Robeson
34' 47' 28"
-79' MOT'
5.62
01284 — Non -Discharge Application Rate
0.5
91
inches
WQ09 — Plant Available Nitrogen
220
lbs/ac/yr
J-7
Campbell Soup Supply Company, LLC
Robeson
34' 47' 25"
-79' 18' 00"
5.37
01284 — Non -Discharge Application Rate
0.5
91
ittcbes
WQ09 — Plant Available Nitrogen
220
lbs/ac/yr
J-8
Campbell Soup Supply Company, LLC
Robeson
34° 47' 33"
-79' I T 59"
4.79
01284 — Nan -Discharge Application Rate
0.5
51
inches
WQ09 — Plant Available Nitrogen
220
lbs/ac/yr
J-9
Campbell Soup Supply Company, LLC
Robeson
34' 47' 36"
-790 WOO"
5.75
01284 — Non -Discharge Application Rate
0.5
51
inches
WQ09 —Plant Available Nitrogen
220
lbs/ac/yr
J-10
Campbell Soup Supply Company. LLC
Robeson
34° 47' 38"
-79' IT 39"
4.68
0I284 — Non -Discharge Application Rate
0.5
91
inches
WQ09 — Plant Available Nitrogen
220
lbs/ac/yr
J-11
Campbell Soup Supply Company, LLC
Robeson
34" 47' 35"
-79' 17' 43"
3.64
01284 — Non -Discharge Application Rate
0.5
51
inches
WQ09 — Plant Available Nitrogen
220
lbs/ac/yr
TotaE
456.62
WQ0003 Version 3.1 Attachment B 'age 2 of 2
ATTACHMENT C — GROUNDWATER MONITORING AND LIMITATIONS Permit Number: WQ0003626 Version: 3.1
Monitoring wells: MW-1, MW-2, MW-3, MW-4, MW-S, MW-6, MW-8, MW-9, MW-10, MW-11 and MW-12
GROUNDWATER CHARACTERISTICS
GROUNDWATER STANDARDS
MONITORING REQUIREMENTS
Parameter Description - Parameter Code
Daily Maximum
Frequency Measurement
Sample Tyke
Footnotes
Carbon, Tot Organic (TOC) — 00680
mg/I
3 x Year
Grab
1.4
Chloride (as Cl) — 00940
250
Mgt]
3 x Year
Grab
Nitrogen, Ammonia Total (as N) — 00610
mg/1
3 x Year
Grab
l
Nitrogen, Nitrale Total (as N) -- 00620
10
mg/I
3 x Year
Grab
I
pli — 00400
6.5-8.5
s.u.
3 x Year
Grab
1. 2
Phosphorus, Total (as P)--00665
mg/I
3 x Year
Grab
I
Solids, Total Dissolved- 180 Deg C — 70300
500
mg/I
3 x Year
Grab
Water level, distance from measuring point — 82546
ft
3 x Year
Calculated
I, 2. 3
I. 3 x Year monitoring shall be conducted in March, July & November: Annual monitoring shall be conducted every November.
2. "I he measurement of water levels shall be made prior to purging the wells. The depth to water in each well shall be measured from the surveyed point on the top of the casing. The measurement
of p11 shall be made after purging and prior to sampling for the remaining parameters.
3. The measuring prints (top or well casing) of all monitoring wells shall be surveyed to provide the relative elevation of the Measuring point for each monitoring well. The measuring points (top
of casing) of all monitoring wells shall be surveyed relative to a common datum.
4. If TOC concentrations greater than 10 mg/I are detected in tiny downgradient monitoring well_ additional sampling and analysis must be conducted to identify the individual constituents
comprising lhis'lOC concentration. If the'I'OC concentration as measured in the background monitor Ave[] exceeds 10 mg/1, this concentration will be taken to represent the naturally occurring
TOC concentration. Ativ exceedances of this naturally occurring TOC concentration in the doLvngradient wells shall be subject to the additional sampling and analysis as described above.
5. Monitoring wells shall he reported consistent with the nomenclature and location information provided in Figure i and this attachment.
WQ0003626 Version 3.1 Attachment C Page I of
lryn ^/
1 , m �6 +
M, V% -3
l MW-4
MYY-✓ r '+
4
1 I V F - S.?
w
F ; 4
Te. Atlaa��
oc
12
Imagery D@tc Jul 20M lat 34 801268' Ion-79.302698' elev 215 +1=ya act 9677
lrnlcciv Date Jul 2006
9. -79 19 26
'40,29 Te iC, Alias
]at 34 772335' lor. -79 32328 I' elev 191 It
eye aff 6841 it
,. '
Figure 3 — Directional Ma
W 0003626
2120 NC 71 Hwy. North, Maxton, NC 28364-9433
Campbell Soup Supply
Company, LLC
Latitude: 34.805833°
Maxton Plant & Sil
an Can Company WWTP
Longitude: -79.310556°
€ }.
Ole
dq, "�, C w �1ti 71
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1401 Nc Highway 71 NR.
71e
am {e �� y
f ' a
,4
0.5 km—
lsao -ft
9 ZM Rand kA "y M 2007 TANA, Inc eI. O f 12{!47
Figure 4 — Topographic Ma Y
WQ0003626 2120 NC 71 Hwy. North, Maxton, NC 28364-9433F
Campbell Soup Supply Company, LLC
Latitude: 34.8058330
Maxton Plant & Sil an Can Company WWTP
Longitude:-79.310556'
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