WQ0023310_Final Permit_20140129

�LA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P.E.
Governor Director
January 29, 2014
MR. KRAIG WESTERBEEK
ASST. VP ENVIRONMENTAL COMPLIANCE & ENGINEERING
MURPHI'-BROWN LLC
POST OFFICE BOX 856
WARSAW, NORTH CAROLINA 28398
Dear Mr. Westerbeek:
Dee Freeman
Secretary
Subject: Permit No. WQ0023310
Warsaw Sanitation Trailer Wash
Facility
Wastewater Irrigation System
Duplin County
In accordance with your permit renewal and minor modification request received October 14,
2013, we are forwarding herewith Permit No. WQ0023310, to Murphy -Brown LLC for the continued
operation of the subject wastewater treatment and irrigation facilities.
The minor modification to the subject permit is as follows: the WWTF effluent limit is
Attachment A was changed from 20,000 gallons per day to 7,300,000 gallons per year. In addition
changes to this permit were made to make it consistent with other Murphy Brown LLC Truck Wash
Facilities listed below.
Laurinburg Trailer Wash (WQ0030190) Rainbow Trailer Wash (WQ0013921)
Register Trailer Wash (WQ0014247) Tarheel San. Trailer Wash (WQ0011360)
Fox Fire Trailer Wash (WQ0034987) White Oak Trailer Wash (WQ0014091)
This permit shall be effective from January 29, 2014 until August 31, 2019, shall void Permit No.
WQ0023310 issued April 10, 2013, and shall be subject to the conditions and limitations as specified
therein. Please read your permit carefully, as condition have changed since the last permit. Please pay
particular attention to the monitoring requirements listed in Attachments A, B, & C. Failure to establish
an adequate system for collecting and maintaining the required operational information shall result in
future compliance problems.
For your convenience, customized electronic copies of your facility's NDMR, NDMLR, and
NDAR-1 reporting forms are available for download at:
http://portal.ncdenr.org/web/wq/aps/lau/reportin .
AQUIFER PROTECTION SECTION
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Location: 512 N. Salisbury St., Raleigh, North Carolina 27604
Phone: 91M07-6464 I FAX: 91 M07-6496
Internet: www,ncwaterguality.org
An Equal Opportunity % Affirmative Action Employer
NorthCaroiina
Awmrallry

Mr. Kraig Westerbeek
January 29, 2014
Page 2 of 2
If any parts, requirements or limitations contained in this permit are unacceptable, the Permittee
has the right to request an adjudicatory hearing upon written request within 30 days following receipt of
this permit. This request shall be in the form of a written petition, conforming to Chapter 150E 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.
If you need additional information concerning this permit, please contact Jon Risgaard at (919)
807-6458 or jon.risgaard a�?ncdenr.goy.
Sincerely,
Thomas'A. Reeder
cc: Duplin County Health Department
Wilmington Regional Office, Water Quality Regional Operations Section
Kevin Weston — Murphy -Brown LLC
Beth Buffington, Public Water Supply Section Protection and Enforcement Branch
Permit File WQ0023310
Notebook File WQ0023310

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
Murphy -Brown LLC
Dupiin County
FOR THE
continued operation of a 7,300,000 gallon per year wastewater treatment and irrigation facility consisting
of.
a two bay enclosed trailer wash facility, an exterior undercarriage disinfectant bay, an exterior concrete
pre-soak pad, grit removal system including a Sweco mechanical separator, two 70 GPM All Prime
pumps, a 2-hp Elmo Reilschler mixer, and a 1,178-gallon basin for temporary storage, a pump station
with one 425 gpm pump, a 343,978 cubic foot clay lined lagoon, a 32.46-acre spray irrigation area, and
all associated piping, valves, controls, meters and appurtenances to serve the Warsaw Sanitation Trailer
Wash Facility
with no discharge of wastes to the surface waters, pursuant to the application received October 14, 2013,
received by the Division of Water Quality (Division), and in conformity with the project plans,
specifications, and other supporting data subsequently filed and approved by the Department of
Environment and Natural Resources and considered a part of this permit.
This permit shall be effective from January 29, 2014 until August 31, 2019, shall void Permit No.
WQ0023310 issued April 10, 2013, and shall be subject to the following specified conditions and
limitations:
I. SCHEDULES
No later than six months prior to the expiration of this permit, the Permittee shall request renewal of
this permit on official Division forms. Upon receipt of the request, the Division will review the
adequacy of the facilities described therein, and if warranted, will renew the permit for such period of
time and under such conditions and limitations as it may deem appropriate. Please note Rule 15A
NCAC 02T .0105(d) requires an updated site map to be submitted with the permit renewal
application.
WQ0023310 Version 2.0 Shell Version 131016 Page 1 of 8

H. PERFORMANCE STANDARDS
1. The subject non -discharge facilities shall be effectively maintained and operated at all times so there
is no discharge to surface waters, nor any contravention of groundwater or surface water standards.
In the event the facilities fail to perform satisfactorily, including the creation of nuisance conditions
due to improper operation and maintenance, or failure of the irrigation areas to adequately assimilate
the effluent, the Permittee shall take immediate corrective actions including Division required actions,
such as the construction of additional or replacement wastewater treatment or irrigation facilities.
2. This permit shall not relieve the Permittee of their responsibility for damages to groundwater or
surface water resulting from the operation of this facility.
3. All wells constructed for purposes of groundwater monitoring shall be constructed in accordance with
15A NCAC 02C .0108 (Standards of Construction for Wells Other than Water SuppIy), and any other
jurisdictional laws and regulations pertaining to well construction.
4. Effluent limitations shall not exceed those specified in Attachment A. The flow limit shall be based
on a 12-month floating total.
5. Application rates, whether hydraulic, nutrient or other pollutant, shall not exceed those specified in
Attachment B. Application of wastewater is restricted to the months of May through October in
Zones 3, 4 and 5 to the southern portion of the solid set irrigation system.
6. The compliance boundary for the disposal system shall be specified in accordance with 15A NCAC
02L .0107(b). This disposal system 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.( Note that the
Compliance Boundary is within the boundary of the Murphy -Brown, LLC property [at 50 feet from
the property line within the waste disposal area] and that the Mathews Family Properties, LLC
property is considered to be outside the Compliance Boundary, even though wastes are approved for
disposal outside the Compliance Boundary on the Murphy -Brown, LLC property and the Mathews
Family Properties, LLC property.) An exceedance of groundwater standards at or beyond the
compliance boundary is subject to remediation action according to 15A NCAC. 02L .0106(d)(2) as
well as enforcement actions in accordance with North Carolina General Statute 143-215.6A through
143-215.6C_
7. In accordance with 15A NCAC 02L .0108, the review boundary is established midway between the
compliance boundary and the effluent disposal area, except that, within the waste disposal area, the
review boundary coincides with the compliance boundary at 50 feet from the property line within the
Murphy -Brown, LLC property. Any exceedance of groundwater standards at the review boundary
shall require action in accordance with 15A NCAC 02L .0106
8. 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.
9. 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).
WQ0023310 Version 2.0 Shell Version 131016 Page 2 of 8

10. 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
Duplin Register of Deeds an easement running with the land containing the following items:
a. A notice of the permit and number or other description as allowed in 15A NCAC 02L .0107(f)(1);
b. Prohibits construction and operation of water supply wells within the compliance boundary; and
c. Reserves the right of the Permittee or the State to enter the property within the compliance
boundary for purposes related to the permit.
The Director may terminate the easement when its purpose has been fulfilled or is no longer needed.
I I . The facilities permitted herein shall be constructed according to the following setbacks:
a. The setbacks for irrigation sites (all sites permitted. under 15A NCAC 02H .0200) shall be as
follows (all distances in feet):
i. Any habitable residence or place of public assembly under separate ownership: 400
ii. Surface waters: 100
iii. Groundwater lowering ditches: 100
iv. Surface water diversions: 25
v. Any well with exception of monitoring wells: 100
vi. Any property line: 150
vii. Public right of way: 50
b. The setbacks for storage and treatment units(all storage and treatment unitls permitted under 15A
NCAC 02H .0200) shall be as follows (all distances in feet):
i. Any well with exception of monitoring wells: 100
ii. Any property line: 50
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 (WI'CSOCC)
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. Irrigation shall not be performed during inclement weather or when the ground is in a condition that
will cause ponding or runoff.
WQ0023310 Version 2.0 Shell Version 131016 Page 3 of 8

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 Warsaw Trailer Wash shall be irrigated on the sites listed in Attachment B.
8. No automobiles or machinery shall be allowed on the irrigation sites except during equipment
installation or while maintenance is being performed.
9. Public access to the 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_ Freeboard in the lagoon shall not be less than two feet at any time.
13. A gauge to monitor waste levels in the lagoon shall be provided. This gauge shall have readily visible
permanent markings, at inch or tenth of a foot increments, indicating the following elevations:
maximum liquid level at the top of the temporary liquid storage volume; minimum liquid level at the
bottom of the temporary liquid storage volume; and the lowest point on top of the dam.
14. A protective vegetative cover shall be established and maintained on all earthen embankments (i.e.,
outside toe of embankment to maximum allowable temporary storage elevation on the inside of the
embankment), berms, pipe runs, erosion control areas, and surface water diversions. Trees, shrubs,
and other woody vegetation shall not be allowed to grow on the earthen dikes or embankments.
Earthen embankment areas shall be kept mowed or otherwise controlled and accessible.
15. Soil pH on all irrigation fields must be maintained in the optimum range for crop production.
16. Results of The North Carolina Department of Agriculture, Agronomic Division's Waste Analysis
Report shall be used in the monitoring and the proper management of the cover crops of the permitted
application sites. The analysis shall also be used as an indicator to prevent any damage to the soil's
ability to absorb the subject wastewater or nutrients.
17. ThP attached Waste Utilization Plan (WUP) is hereby incorporated by reference into this permit. Any
modifications to the WUP, including changes to the cropping plan, shall require submittal of the
revised WUP to the Wilmington Regional Office and Central Office but may not require permit
modification.
18. Only those cleaning agents and soaps that are EPA approved, will not harm the cover crop, and will
not contravene the groundwater standards listed in 15A NCAC 02L may be utilized in the subject
facility. Instruction labels are to be followed when using cleaning agents and soaps.
19. Engine and engine parts shall not be washed or rinsed in the wastewater system. Oil drained from the
engine crankcases, antifreeze, or degreasing solvent wastes shall not be discharged into the
wastewater system.
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IV. MONITORING AND REPORTING RE UIEREMENTS
1. Any Division required monitoring (including groundwater, plant tissue, soil and surface water
analyses) necessary to ensure groundwater and surface water protection shall be established, and an
acceptable sampling reporting schedule shall be followed.
2. Per 15A NCAC 02H .0800, a Division certified laboratory shall conduct all laboratory analyses for
the required effluent, groundwater or surface water parameters. Results for ammonia and nitrate that
are part of the North Carolina Department of Agriculture, Agronomic Division's Waste Analysis may
also be submitted.
Flow through the treatment facility shall be continuously monitored, and daily average flow values
shall be reported on Form NDMR. Flow may be estimated from water use records, provided the
Permittee's water use is metered. Daily average flow values shall be calculated by dividing the
monthly metered water usage by the number of days in the month.
4. The Permittee shall monitor the effluent from the subject facilities at the frequencies and locations for
the parameters specified in Attachment A.
5. The Pertnittee 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 monthly and year-to-date loadings for all parameters specifically limited in
Attachment B;
f. Weather conditions;
g. Cover crop; and
h. Maintenance of cover crops.
6. Freeboard (i.e., waste level to the lowest embankment elevation) in the 343,978 cubic foot clay lined
lagoon shall be measured to the nearest inch or tenth of a foot, and recorded weekly. Weekly
freeboard records shall be maintained at the facility for a period of no less than five years, and shall
be made available to the Division upon request.
7. Three copies of all monitoring data (as specified in Conditions N_3. and IVA.) on Form NDMR for
each PPI and three copies of all operation and disposal records (as specified in Conditions IV.5. and
1V.6.) on Form NDAR-1, and NDMLR for every site in Attachment B shall be submitted on or before
the last day of the following month. NDMLR data shall include cover crop type and PAN loading for
each month as well as cumulative PAN loading for the year. 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 Resources
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
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8. 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. Visual observations of the plant and plant site; and
b. Record of preventative maintenance (e.g., changing of equipment, adjustments, testing,
inspections and cleanings, etc.).
10. 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 monitoringdata ata shall refer to the permit number and the well nomenclature as provided in
Attachment C.
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 Resources
Water Quality Permitting Section
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
12. A representative soils analysis (i.e., Standard Soil Fertility Analysis) shall be conducted on each
irrigation site listed in Attachment B at a minimum of every three years. 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
WQ0023310 Version 2.0 Shell Version 131016 Page 6 of 8

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. Ponding in or runoff from the irrigation sites.
Any emergency requiring immediate reporting (e.g., discharges to surface waters, imminent failure of
a storage structure, etc.) outside normal business hours shall be reported to the Division's Emergency
Response personnel at telephone number [phone], [phone], or [phone].
Persons reporting such occurrences by telephone shall also file a written report in letter form within
five days following first knowledge of the occurrence. This report shall outline the actions taken or
proposed to be taken to ensure the problem does not recur.
V. INSPECTIONS
1. The Permittee shall provide adequate inspection and maintenance to ensure proper operation of the
wastewater treatment and irrigation facilities.
2. The Permittee or their designee shall inspect the wastewater treatment and irrigation facilities to
prevent malfunctions, facility deterioration and operator errors resulting in discharges, which may
cause the release of wastes to the environment, a threat to human health or a public nuisance. The
Permittee shall maintain an inspection log that includes, at a minimum, the date and time of
inspection,, observations made, and any maintenance, repairs, or corrective actions taken. The
Permittee shall maintain this inspection log for a period of five years from the date of the inspection,
and this log shall be made available to the Division upon request.
3. Any duly authorized Division representative may, upon presentation of credentials, enter and inspect
any property, premises or place on or related to the wastewater treatment and irrigation facilities
permitted herein at any reasonable time for the purpose of determining compliance with this permit;
may inspect or copy any records required to be maintained under the terms and conditions of this
permit, and may collect groundwater, surface water or leachate samples.
VI. GENERAL CONDITIONS
1. Failure to comply with the conditions and limitations contained herein may subject the Permittee to
an enforcement action by the Division in accordance with North Carolina General Statutes 143-
215.6A to 143-215.6C.
2_ This- permit shall .become voidable if the permitted facilities are not constructed in accordance with
the conditions of this permit, the Division approved plans and specifications, and other supporting
documentation.
WQ0023310 Version 2.0 Shell Version 131016 Page 7 of 8

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 NCGO10000; any requirements pertaining to wetlands under
15A NCAC 02B .0200 and 02H .0500; and documentation of compliance with Article 21 Part 6 of
Chapter 143 of the General Statutes.
5. In the event the permitted facilities change ownership or the Permittee changes their name, a formal
permit modification request shall be submitted to the Division. This request shall be made on official
Division forms, and shall include appropriate property ownership documentation and other supporting
documentation as necessary. The Permittee of record shall remain fully responsible for maintaining
and operating the facilities permitted herein until a permit is issued to the new owner.
6. The Permittee shall retain a set of Division approved plans and specifications for the life of the
facilities permitted herein.
7. The Permittee shall maintain this permit until all permitted facilities herein are properly closed or
permitted under another permit issued by the appropriate permitting authority pursuant to 15A NCAC
02T .01050).
$. 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 29`" day of January 2014
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
r
ly,4 �✓ T rna . Reeder, Director
Division of Water Resources
By Authority of the Environmental Management Commission
Permit Number WQ0023310
WQ0023310 Version 2.0 Shell Version 131016 Page 8 of 8

ATTACHMENT A - LIMITATIONS AND MONITOWNG REQUIREMENTS
PPI 001-- WWTF Effluent
Permit Number: WQ0023310 Version: 2.0
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING REQUIREMENTS
PCs
Code
Parameter Description
Units of
Measure
12 Month
Total
Monthly
Average
Monthly
Geometric Mean
Daily
Minimum
Daily
Maximum
Measurement
Frequency
Sample
Type
50050
Flow, in conduit or thru treatment plant
Gallons
7,300,000
Monthly
Estimate
00610
Nitrogen, Ammonia Total (as N)
mg/L
3 x Year'
Grab
00625
Nitrogen, Kjeldahl, Total (as N)
mg/L
3 x Year'
Grab
00620
Nitrogen, Nitrate Total (as N)
mg/L
3 x Year'
Grab
00400
pH
su
3 x Year
Grab
00665
Phosphorus, Total (as P)
mg/L
3 x Year
Grab
North Carolina Department of
Agriculture, Agronomic Division's
Waste Anal is Re ort 3
Various
3 x Year
Grab
I . 3 x Year sampling shall be conducted in March, July and November.
2. Flow shall not exceed 7,300,000 gallons over any consecutive 12 months.
3. North Carolina Department of Agriculture, Agronomic Division's Waste Analysis Report information can be found at: http://www.ncagr.gov/a.pronomi/uyiwaste.htm. Only results for
parameters specifically listed in this attachment need be reported on Form NDMR per condition IV.7.
WQ0023310 Version 2.0 Attachment A Page 1 of 1

THIS PAGE BLANK

ATTAC ,LMENT B _ APPROVED LAND APPLICATION SITES AND LINUTATIONS
Permit Number: WQ002331.0 Version: 2.0
Murphy -Brown LLC — Warsaw Trailer Wash
IRRIGATION AREA INFORMATION
APPLICATION LIMITATIONS
Field
Owner
County
Latitude
Longitude
Net
Acreage
Dominant
Soil Series
Parameter
Hourly
Rate
Yearly
Max
Units
A
Murphy -Brown, LLC
Duplin
34059'40"
7800$'56"
3.53
1 Rains
01284 —Non-Discharge Application Rate
0.4
15
inches
WQ09 - Plant Available Nitrogen'
lb/acre
II
Murphy -Brown, LLC
Duplin
34°59'40"
78°08'56"
3.3$
Rains
01284 — Non -Discharge Application Rate
0.4
15
inches
WQ09 - Plant Available Nitrogenl
lb/acre
C
Mathews Family
Properties, LLC
Sampson
°
34 59 44"
78009' 17"
3.31
Norfolk
01284 — Non -Discharge Application Rate
0.5
50
inches
WQ09 -Plant Available Nitrogen'
lb/acre
D
Mathews Family
Properties, LLC
Sampson
34059'44"
78009'19"
3.48
Lynchburg
01284 — Non -Discharge Application Rate
0.5
30
inches
WQ09 - Plant Available Nitrogen'
lb/acre
F
Mathews Family01284
Properties, LLC
Sampson
34°59'45"
78°09'22"
3.18
Lynchburg
— Non -Discharge Application Rate
0.5
30
inches
WQ09 - Plant Available Nitrogen'
lb/acre
F
Mathews Family01284
Properties, LLC
Sampson
34°59'45"
78°09'26"
2.92
Lynchburg
— Non -Discharge Application Rate
0.5
30
inches
WQ09 Plant Available Nitrogen'
lb/acre
G
Mathews Family
Properties, LLC
Sampson
34°59'46"
78°09'29"
2.93
Norfolk
01284 — Non -Discharge Application Rate
0.5
50
inches
WQ09 - Plant Available Nitrogen'
lb/acre
B
Mathews Family01284
Properties, LLC
Sampson
34°59'40"
78°08'S6"
2.35
Norfolk
— Non -Discharge Application Rate
0.5
50
inches
F
WQ09 - Plant Available Nitrogen
lb/acre
Zone 1
Murphy -Brawn, LLC
Duplin
34059'40"
78008'56"
0.52
Lynchburg
01284 — Non -Discharge Application Rate
0.5
30
inches
WQ09 -Plant Available Nitrogen'
lblacre
Zone 2
Murphy -Brown, LLC
Duplin
34059'40"
78008'56"
2.03
Lynchburg
01284 --- Non -Discharge Application Rate
0.5
30
inches
WQ09 - Plant Available Nitrogen'
lblacre
Zone 3
Murphy -Brown, LLC
Duplin
34059'40"
78008'56"
1.60
Lynchburg
01284 -- Non -Discharge Application Rate
0.5
30'
inches
WQ09 -Plant Available Nitrogen'
lb/acre
WQ0023310 Version 2.0 Attachment B Page 1 of 2

IRRIGATION AREA INFORMATION
APPLICATION LIMITATIONS
Field
Owner
County
Latitude
Longitude
Net
Acrea a
Dominant
Soil Series
Parameter
Hourly
Rate
Yearly
Max
Units
Zone 4
Murphy -Brown, LLC
Duplin
34059'40"
78008'56"
2.39
Lynchburg
01284—Non-Discharge Application Rate
0.5
30'
inches
WQ09 - Plant Available Nitrogen'
lb/acre
Zone 5
Murphy -Brown, LLC
Duplin
34059'40"
78008'56"
0.84
Lynchburg
01284 —Non-Discharge Application Rate
0.5
302
inches
WQ09 - Plant Available Nitrogen'
lb/acre
Totals
32.46
PAN application rates shall be reported lhs/acre applied for the month and application rates shall be in accordance with the approved Waste Utilization Plan per condition 111.17.
Application of wastewater is restricted to the months of May through October in Zones 3, 4 and 5 to the southern portion of the solid set irrigation system
WQ00233 Version 2.0 Att; ent B Page 2 of 2

ATTACrtivIENT C — GROUNDWATER MONITORING AND LIMITA1iONS
Permit Number: WQ0023310 Version: 2.0
Monitoring wells: MW-1A, MW-2A & MW-3
GROUNDWATER CHARACTERISTICS
GROUNDWATER STANDARDS
MONITORING REQUIREMENTS
PCS Code
Parameter Description
Daily Minimum
Daily Maximum
Units
Frequency Measurement
Sample Type
Footnotes
82546
Water level, distance from measuring point
feet
3 X year
Calculated
1, 2, 3, 4
00400
pH
6.50
8.50
su
3 X year
Grab
1, 2, 4
31616
Coliform, Fecal MF, M-FC Broth, 44.5C
4/100ML
3 X year
Grab
1,4
70300
Solids, Total Dissolved — 18 0 Deg, C
500
mg/L
3 X year
Grab
1, 4
00610
Nitrogen, Ammonia Total (as N)
1.5
mg/L
3 X year
Grab
1,4
00620
Nitrogen, Nitrate Total (as N)
10.00
mg/L
3 X year
Grab
114
00940
Chloride (as Cl)
250,00
mg/L
3 X year
Grab
1, 4
I . 3 x Year monitoring shall be conducted in March, July & November.
2. The measurement of water levels shall be made prior to purging the wells. The depth to water in each well shall be measured from the surveyed point on the top of the casing. The measurement
of pH shall be made after purging and prior to sampling for the remaining parameters.
3. The measuring points (top of well easing) 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. Monitoring wells shall be reported consistent with the nomenclature and location information provided in Figure 1 and this Attachment.
WQ0023310 Version 2.0 Attachment C Page 1 of 1

Attachment D — Waste Utilization Plan
WQ0023310 Version 2.0 Attachment C

1 /3/2013
NUTRIENT UTILIZATION PLAN
Owner(s):
Facility Dame:
County:
Facility Type:
Storage Structure:
Storage Period:
Application Method:
Murphy -Brown, LLC
Warsaw Sanitation TW
Duplin
Trailer Wash
Anaerobic Lagoon
76.5
Irrigation
The wastewater from your facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the wastewater should be used to
reduce the amount of commercial fertilizer required for the crops in the fields where the waste
water is to be applied.
This nutrient utilization plan uses nitrogen as the limiting nutrient. Wastewater should be
analyzed before each application cycle. Annual soil tests are strongly encouraged so that
all plant nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your nutrient utilization plan in order to maximize
the fertilizer value of the wastewater and to ensure that it is applied in an environmentally safe
manner. These factors are to be used as guidance.
1. Always apply wastewater based on the needs of the crop to be grown and the
nutrient content of the wastewater. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen
Either of these conditions may result in runoff to surface waters which is not allowed
under DWQ regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1 of 8

This plan is based on the wastewater application method shown above. If you choose to change
methods in the future, you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the wastewater is based on typical nutrient content
for this type of facility. In some cases you may want to have plant analysis made, which could
allow additional wastewater to be applied. Provisions shall be made for the area receiving the
wastewater to be flexible so as to accommodate changing wastewater analysis content and crop
type. lame must be applied to maintain pH in the optimum range for specific crop production.
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (lbs):
Wastewater Produced Nitrogen Analysis Total
gaVyr lbs/ 1000gal lbs/yr
7,300,000 0.441 3219.30
Applying the above amount of wastewater is a big job. You should plan time and have appropriate
equipment to apply the wastewater in a timely manner.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage: 32.46
Total N Required 1st Year: 8509.32
Total N Required 2nd Year: 5380.26
Average Annual Nitrogen Requirement of Crops: 6,944.79
Total Nitrogen Produced by Facility: 3,219.30
Nitrogen Balance for Crops: (3,725.49)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2 of 8

:Reception Area Speolficallons
r&&t Field Irrigafed Wt 1st Crop Time to 1stCrop IstCrop LbSWAc Lbs N Total lbs N
Residu
_._.._�Apply YlLld W&NANt_ _ ....
_w— _ .•
_
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��..71©"�"'•1�L•11;���-
t l
I f
�_---
f /1
1 E I
g1
11
_©�'.
li�7y;1�71i�L'i�:f}!'111Y
'�--
�®�lY7�iii��Ca��y®��-
1 /
�®
: •y�. .
-------------------
-
3(a) Of a

Weception Area Specifications
Tnact Fiald Irrigated soft 1st Crop TIM6-110 --UtCrop Istcrop Ltis-M/Ac Lbs N Total lbs
--
K 97.T.WTr. 19M.T. M I
EMM
:.
-�"��,L�7r1IL7�1L�rikL}��1©RII�iW''���-
1,
•/ 11
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1 11
1 ,1
!!
.1 1f
-��•!IL'��FID-/rL7Y:fJ1�f©�L.iK:4�
11
: • i l
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/ 11
1 ! M
t l
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'y���-
MP14TO Me
-------------------
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-
3(W of 8

This plan does not include commercial fertilizer. The facility should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements
In the future, regulations may require these facilities to have a nutrient management plan that
addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care
should be exercised not to let small grain reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this wilf definitely interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as Is
the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code
Crop
Lbs N utilized / unit yield
A
Barley
1.6 tbs N 1 bushel
$
Grazed Hybrid Bermudagrass
37.5 lbs N / ton
C
Hybrid Bermudagrass Hay
50 lbs N / ton
f]
Corn - Grain
1.25 lbs N / bushel
E
Corn -Silage
12 lbs N / ton
F
Cotton
0.12 lbs N / lbs lint
G
Grazed Fescue
37.5 lbs N / ton
H
Fescue Hay
50 lbs N / ton
I
Oats
1.3 lbs; N 1 bushel
J
Rye
2.4 lbs N 1 bushel
K
Grazed Overseed
50 Ibs N f acre
L
Overseed Hay
50 lbs N / acre
M
Grain Sorghum
2.5 lbs N / cwt
N
Wheat
2.4 lbs N I bushel
O
Soybean
4.0 lbs N / bushel
P
Pine Trees
40 lbs N / acre / yr
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed may, and most likely will be, more than the acres shown in the tables.
See attached map showing the fields to be used for the utilization of this wastewater.
4of8

SLUDGEIGRIT APPLICATION:
The following table describes the Plant Available Nitrogen produced per year in the sludgefgrit
Wastewater Produced Amt Sludge/Grit Sludge/Grit Analysis Total
gal/yr T/1000gal IbsPAN/T IbsPAN/yr
7,300, 000 0.0038 1.7 47.16
The nutrient utilization plan must contain provisions for periodic land application of sludge/grit at
agronomic rates. The sludge/grit will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your wastewater facility will produce
approximately 47.158 pounds of plant available nitrogen per year will in the lagoon
sludge/grit based on the rates of accumulation listed above.
If you remove the sludge/grit every 5 years, you will have approximately 235.79 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 0.785966666666667 acres of land. if you apply this PAN
to corn at a rate of 125 pounds per acre, you will need 1.88632 acres of land. Please note that
these are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge/grit for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific
application fields designated for sludge/grit application at time of removal.
APPLICATION OF WASTE BY IRRIGATION:
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil
structure, soil texture, water droplet size, and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to property
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
;This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for Ouplin of temporary storage and the temporary storage must
be removed on the average of once every 4 months. In no Instance should the volume of the
wastewater stored in your structure be within the 25 year 24 hour storm storage or two feet of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and wastewater applicator to ensure that the application
equipment is operated properly to apply the correct rates to the acres shown in the tables. Failure
to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan
invalid.
Call your technical specialist after you receive the wastewater analysis report for assistance in
determining the amount of wastewater per acre to apply to achieve the proper application amount
prior to applying the wastewater,
5 of 8

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Soil
Application Rate
Application Amount
Tract Hydrant
7 e
Cro
inlhr
f inches
Zone 1
Lynchburg
H
0.65
1 _ ----
Zone 2
Lynchburg
H
0.65
1
Zone 3
Lynchburg
H
0.65
1
Zone 4
Lynchburg
H
0.65
1
Zone 5
Lynchburg
H
0.65
1
A
Rains
D
0.4
1
B
Rains
D
0.4
1
C
Norfolk
D
0.5
1
D
Lynchburg
D
0.65
1
E
Lynchburg
D
0.65
1
F
Lynchburg
D
0.65
1
G
Norfolk
D
0.5
1
H
Norfolk
D
0.5
1
6of8

Additional Comments:
A small grain cover crop may be planted on the row croR fields. The rate is
30 Ibs N/ac and application window is Sept -April. The total N applied to this
cover crop must be deducted from the following crops starting PAN rate.
The grit from the grit separator at this facility may be applied to the sprayfields
at agronomic rates usM2 NCDA Lab analtical results of the grit. These
applications will be recorded on SLUR-2 forms and the Copper and Zinc levels
will be monitored by the NCDA & CS soil test Cu-I and Zn-I. If these index
levels reach 2000, producer should start looking for alternative sites. If these
index levels reach 3000, applications should cease on these sites.
This plan revised 1/3/2013 to account for the recalculation of wetted acres due to the
to the new monitoring wells MW-1 and MW-2 being moved.
7of8

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Facility: Warsaw Sanitation TW
Owner: Murphy -Brown, LLC
Manager:
Owner/Manager Agreement:
I/we understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved wastewater nutrient management
plan for the facility named above. I/we know that any expansion to the existing design capacity
of the wastewater treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a request for permit modification to be submitted to ❑WQ
before any modification of the facility begins.
I/we understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the wastewater described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the wastewater will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the facility office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facility Owner-, Murphy -Brown, LLC
Signature:Zoe Z"46-
Date
Name of Manager (if different from owner);
Signature:
Date
Name of Technical Specialist: M. Kevin Weston
Affiliation: Murphy -Brown, LLC.
Address: 2822 Hwy 24 West, PO Drawer 856
Warsaw, NC 28398
Telephone: [phone]
Signature:
Date

WARSAW SANITATION TRAILER WASH FACILITY
SPRAYFIELDS
SCALE: 1 "=400'
MAQd CARROI.L'S REALTY PARTNERSHIP
24 SYUAE affSLT W SNARE CFFStT�
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ZONE 1
0.52 ACRES
Sfllarmm TC I[
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ZONE Z
1.0
V.1wi3 ACRES
ms TO BE
RDaKo OR CAPPED
ZONE 3
t.e0 ACM
ZONE 4
2.39 ACRES
ZONE S
O.84 ACRES
F
u
3