HISTORICAL BEFORE 2016

AT4111
NCDENR
North Carolina Department of Environment and Natural
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P.E.
Governor Director
January 29, 2014
MR. KRAIG WESTERBEEK
ASST. VP ENVIRONMENTAL COMPLIANCE & ENGINEERING
MURPHY-BROWN LLC
POST OFFICE BOX 856
WARSAw, NORTH CAROLINA 28398
Dear Mr, Westerbeek:
Resources
Dee Freeman
Secretary
Subject: Permit No. WQ0030190
Laurinburg Truck Wash
Wastewater Irrigation System
Scotland County
In accordance with your permit minor modification request received October 14, 2013, we are
forwarding herewith Permit No. WQ0030190 to Murphy -Brown LLC for the continued operation of the
subject wastewater treatment and irrigation facilities.
The minor modification to the subject permit is a& follows: the WWTF effluent limit 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.
Fox Fire Trailer Wash (WQ0034987) Rainbow Trailer Wash (WQ0013921)
Register Trailer Wash (WQ0014247) Tarheel San. Trailer Wash (WQOO11360)
Warsaw Trailer Wash (WQ0023310) White Oak Trailer Wash (WQ0014091)
This permit shall be effective from January 29, 2014 until February 29, 2016, shall void Permit
No. WQ0030190 issued November 4, 2011, and shall be subject to the conditions and limitations as
specified therein. Please read your permit in full, as conditions have changes since your last permit
issuance. 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://12artal.ncdenr.org(web/wc fops/lau/reportinng.
AQUIFER PROTECTION SECTION
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Location: 512 N. Salisbury St,.Raleigh, North Carolina 27604
Phone: 91 M07-64641 FAX: [phone]
Internet: www.n atergualiko
An Equal Opportunity 1 Affrmalive Action Employer
On
e NCarolina
ati( "lllllf

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 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.
If you need additional information concerning this permit, please contact Jon Risgaard at (919)
807-6458 or [e-mail].
Sincerely,
91- Thomas A. Reeder
cc: Bladen County Health Department
Cumberland County Health Department
Fayetteville Regional Office, Water Quality Regional Operations Section
Kevin Weston — Murphy -Brown LLC
Beth Buffington, Public Water Supply Section — Protection and Fnforcement Branch
Permit File WQ0030190
f Notebook File WQ0030190

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER IRRIGATION SYSTEM PERAHT
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
Scotland County
FOR THE
continued operation of a 7,300,000 gallon per year wastewater treatment and facility consisting of:
a 2.4 million gallon (MG) storage pond, a 16.8 acre spray irrigation area, and all associated piping,
valves, controls, meters, and other appurtenances;
to serve the Laurinburg Truck Wash, with no discharge of wastes to surface waters, pursuant to the
application received September 6, 2011, 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 February 29, 2016, shall void Permit No.
WQ0030190 issued November 4, 2011, and shall be subject to the following specified conditions and
limitations:
I. SCHEDULES
1. 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.
II. 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
clue 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.
WQ0030190 Version 1.2 Shell Version 131016 Page 1 of 8

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 .0 10 8 (Standards of Construction for Wells Other than Water Supply), 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.
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. 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. 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).
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
Scotland County 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.
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11. 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. Any well with exception of monitoring wells: 100
iii. Any property line: 150*
iv. Drainage ways or surface water bodies 100
v. Public right of way: 50
* A setback waiver has been recorded to allow irrigation within 50 feet of the WPC Farms property.
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
Hi. 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.
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.
Application of wastewater to soils in Irrigation Zones 3A and 3B, shall be prohibited when the
vertical separation between the ground surface and the water table is less than one (1) foot. The
actual water table depth for these soils shall be verified by soil borings within 24 hours prior to any
wastewater irrigation event. The number of borings advanced shall be sufficient to characterize water
table conditions across the site adequately. Any open borings shall be properly filled with native soil
prior to the wastewater irrigation event, to decrease the chance of any wastewater contaminating the
groundwater.
6. Irrigation shall not be performed during inclement weather or when the ground is in a condition that
will cause ponding or runoff.
7. 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.
8. Only effluent from the Laurinburg Truck Wash shall be irrigated on the sites listed in Attachment B.
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9. No automobiles or machinery shall be allowed on the irrigation sites except during equipment
installation or while maintenance is being performed.
10. Public access to the irrigation sites and wastewater treatment facilities shall be prohibited.
11. 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.
12. Diversion or bypassing of untreated or partially treated wastewater from the treatment facilities is
prohibited.
13. freeboard in the lagoon shall not be less than two feet at any time.
14. 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.
15. 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.
16. Soil pH on all irrigation fields must be maintained in the optimum range for crop production.
17. 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.
18. The 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 Fayetteville Regional Office and Central Office but may not require permit
modification.
19. 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.
20. 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 REQUIREMENTS
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.
I 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.
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 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 2.4 million gallon 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.
Three copies of all monitoring data (as specified in Conditions IV3. and IVA.) on Form NDMR for
each PPI and three copies of all operation and disposal records (as specified in Conditions IV.5. and
IV.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
WQ0030190 Version 1.2 Shell Version 131016 Page 5 of 8

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 mappin& well construction forms, well abandonment
forms and monitoring -data 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
WQ0030190 Version 12 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
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.
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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
I SA 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).
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 29`h day of January 2014
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
01-
�omA. Reeder, Director
vision of Water Resources
By Authority of the Environmental Management Commission
Permit Number WQ0030190
WQ0030190 Version 12 Shell Version 131016 Page 8 of 8

ATTACHMENT A - LIMITATIONS AND MONITORING REQUIREMENTS
PPI 001— WWTF Effluent
Permit Number: WQ0030190 Version: 1.2
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 Analysis Report 3
Various
3 x Year
Grab
1. 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: hUJ/www.ncagr,gov/ayronomi/u rwasteltm. Only results for
parameters specifically listed in this attachment need be reported on Form NDMR per condition IV.7.
WQ0030190 Version 1.2 Attachment A Page I of 1

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ATTAC1iiWENT B - APPROVED LAND APPLICATION SITES AND L1ivIITATIONS
Permit Number; WQ0030190
Version; 1.2
Murphy -Brown LLC — Laurinburg Trailer Wash
IRRIGATION AREA INFORMATION
APPLICATION LIMITATIONS
Field Owner Count Latitude Longitude
y g
Net
Acreage
Dominant
Soil Series
Parameter
Hourly
Rate
Vearl y
Max
Units
01284 — Non -Discharge Application Rate
0.50
57.01
inches
I Murphy -Brown, LLC Scotland 34045'53" 79023'52"
5.57
Norfolk
WQ09 - Plant Available Nitrogen,
lb/acre
01284 — Non -Discharge Application Rate
0.50
57.01
inch
inches
2 Murphy -Brown, LLC Scotland 34045'53" 79023'52"
5.33
Norfolk
WQ09 - Plant Available Nitrogen
0I284 — Non -Discharge Application Rate
0.40
57.01
inches
3A2 Murphy -Brown, LLC
Scotland
34°45'36"
79023'52"
2.95
McColl loam
WQ09 -Plant Available Nitrogen,
lb/ac/year
01284 — Non -Discharge Application Rate
0.40
57.01
inches
3B2 Murphy -Brown, LLC
Scotland
34045'50"
79024'14"
2.95
McColl loam
WQ09 -Plant Available Nitrogen,
Ib/ae/year
Totals
16.8
1. PAN application rates shall be reported lbs/acre applied for the month and application rates shall be in accordance with the approved Waste Utilization Plan per condition 111,17.
2. Per Condition III.S, Application of wastewater to soils in Irrigation Zones 3A and 313, shall be prohibited when the vertical separation between the ground surface and the water table is less than
one (1) foot.
WQ0030190 Version 1.2 Attachment B Page I of 1

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ATTAt-s1MENT C — GROUNDWATER MONITORING AND LIMITAt'IONS
Permit Number: WQ0030190 Version: 1.2
Monitoring wells:
GROUNDWATER CHARACTERISTICS I GROUNDWATER STANDARDS j MONITORING REQUIREMENTS
PCS Code I Parameter Description + Daily Maximum I Frequency Measurement I Sample Type I Footnotes I
There are no groundwater monitoring requirements at this time.
WQ0030190 Version 1.2 Attachment C Page 1 of 1

Attachment D -- Waste Utilization Plan
WQ0030190 Version 1.2 Attachment C

9/2/2011
NUTRIENT UTILIZATION PLAN
Owners):
Murphy -Brown, LLC
Facility Name:
Laurinburg Truck Wash; Fac. No.: 0030190
County:
Scotland
Facility Type:
Truckwash
Storage Structure:
Anaerobic Lagoon
Storage Period:
96
Application Method:
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 ❑WQ 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.
am

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. Lime must be applied to maintain pH in the optimum range for specific crop production.
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
Wastewater Produced Nitrogen Analysis Total
gallyr Ibs/1000gal Ibslyr
7,300,000 0.5086301 3713.00
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: 16.8
Total N Required 1st Year: 5444.5
Total N Required 2nd Year: 4984.3
Average Annual Nitrogen Requirement of Crops: 5,214.40
Total Nitrogen Produced by Facility: 3,713,00
Nitrogen Balance for Crops. (17501.40)
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.
2of8

Reception Area Specifications Year 1 oi a 2 year crop rotation.
3(a) of 8
3(a) of 8

Area Specifications Year 2 of a 2 year crop rotation.
irrigatedReception
Tract Field .. Time to UtGrap
Acreage TIBe Code Apply Yield lbs NIUnit ReSidual /Ac UtIllm
..
OM 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 facil'sties 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 will 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
A Barley
B Hybrid Bermudagrass - Grazed
C Hybrid Bermudagrass - Hay
C Corn - Grain
E Corn - Silage
F Cotton
G Fescue - Grazed
H Fescue - Hay
I Oats
J Rye
K Small Grain - Grazed
L Small Grain - Hay
M Grain Sorghum
N Wheat
O Soybean
P Pine Trees
Lbs N utilized / unit yield
1.6 lbs N / bushel
50 lbs N / ton
50 lbs N / ton
1.25 lbs N / bushel
12 lbs N / ton
0.12 lbs N / lbs lint
50 lbs N / ton
50 lies N 1 ton
1.3 lbs N 1 bushel
2.4 lbs N / bushel
5016s N ! acre
50 lbs N / acre
2.5 lbs N / cwt
2.4 lbs N / bushel
4.0 lbs N / bushel
40 lbs N 1 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

SLUDGE/GRIT APPLICATION:
The following table describes the Plant Available Nitrogen produced per year in the sludge/grit
_Wastewater Produced Am( Sludge/Gift Sludge/Grit Analysis Total
gal/yr T/1000gal IbsPAN/T IbsPAN/yr
0 0 0 0.00
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 0 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 0 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 acres of land. If you apply this PAN
to corn at a rate of 125 pounds per acre, you will need 0 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 avai€able 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 properly
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 ilmitation. The maximum
application amount shown can be applied under optimum soil conditions_
Your facility is designed for Scotland 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.
5of8

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Soil
Application Rate
Application Amount
..Tract
Hydrant
Type
Crop
inlhr
* inches
LBG
1
Norfolk
C
0.5
1
LBG
2
Norfolk
C
0.5
1
LBG
3A
McColl
D
0.65
1
LBG
3B
McColl
D
0.65
1

Additional Comments.
This plan revised due to a new GPS map of the fields and a change of pull 3
to solid sets (now 3A & 3B).
Acres shown are wetted acres based on NCSU acreage determination
guidelines.
This plan also reflects the 50' property line setback agreement as recorded
in 2007 between Murphy -Brown, LLC and WPC Farms.
7 of B

NUTRIENT UTILIZATION PLAN CERTWICATION
Name of Facility:
Owner:
Manager:
Owner/Manager Agreement:
Laurinburg Truck Wash; Fac. No.: 0030190
Murphy -Brown, LLC
/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. Ilwe know that any expansion to the existing design capacity
of the wastewater treatment andfor storage system, or construction of new facilities, will require a
new nutrient management plan and a request for permit modification to be submitted to DWQ
before any modification of the facility begins.
Vwe 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: '
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: low.
8of8

IIIIIIIII III �fll�ll�lllllllll I��IIIIIIII II�II�IIIIIIIII�III(14
DPc ID: 000505840002 7voe: CRP
Recorded: 05/il/2007 at 04:09:17 Phi
Fee AM' $17,00 Pace 1 of 2
Scotland county. SIG
Debra H• Holcor� Register of Deeds
File# 2007-00001739
eK 1121 PA07-108
NORTH CAROLINA
PROPERTY LINE SETBACK AGREEMENT
SCOTLAND COUNTY
WPC Farnns hereby agrees to allow Murphy -Brown, LLC the right to continue to
irrigate there transfer truck wash water and effluent, maintaining a 50 ft, property line
setback buffer.
This property is located in Scotland County on State Road #1369 and being better
known as the Murphy -Brown Laurinburg Trailer Wash Facility.
If for any reason WPC decides not to continue with the 50 ft. setback agreement,
it agrees to give Murphy -Brown, LLC 90 days notice of such termination of this
agreement.
Date: SIII 1-1-17
WPC Farms
By; Bill Carmichael

aaa�
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garber, Jim
From: Mike
Cudd <[e-mail]>
Sent. Monday, November 25, 2013 7:53 AM . 1
To: Barber, Jim
Cc: Kevi j Weston; David Nordin; Brian McGugan
Subject: RE: LB'Truck wash new permit questions
Attachments: Lauri nburg Truck Wash IRR Cert Let.11-14-11.pdf
Jim, here is the certification page from Kevin.
They are in service and we have applied a small amount to the fields. Currently there is no crop and
not being used. The next crop will be corn in the,spring.
We sent email to inform DWQ that it was read ; but do not remember who? May have sent to Joel? .
Y Y
If you need anything else please let me know.
Thanks
Mike Cudd
LNM Specialist
910-217-1836 (cell,
From: Barber, Jim [[e-mail]
Sent: Friday, November 22, 2013 3:001 PM
To: Mike Cudd
Subject: RE: LB Truck wash new permit questions
Mike;
have a question related to.the new irrigation zones at Laurinburg. Has the necessary equipment been installed to
operate zones 3A and 3B. I don't;remember from my last visit if this installation was done at the time or if zones 3A and
36 were ready to put into service.
If the necessary equipment has been installed for zones 3A & 313and zones 3A & 3B are currently receiving wastewater;
please have your design specialist provide a certification that zones 3A & 313 have been installed/constructed in
accordance with the approved design. �If this- had already been done, please forward a copy of the certification for DWR's
file. I don't have or can't find a copy of the certification in, our regional files.'
Thanks
Jim Barber
From: Mike Cudd [mailto:[e-mail]].
Sent: Monday, November 14, 2011 3:28 PM
To: Barber, Jim; Shields, Joel
Cc: Brian McGugan
Subject:, LB Truck wash new permit questions

t
I just got a copy of the new permit, where we added the solid set irrigation and I have a question.
It says that the NDMR report is no longer required. Is this correct?
Does this apply to my other two truck washes? Tarhill & White Oak?
Or will it change as we get new permits for these?
The solid set currently has soybeans as a crop. The next time we will have a crop will be corn in the
spring. This willbe the first time we will be able to run this system and calibrate it: We will contact you
the week before we will operate the solid set system.
'Thanks
Mike Cudd
LNM Specialist
Murphy -Brown LLC
910-217-1836 (cell)
910-276-0648 ex 463 (office)
910-276-2590 (fax)
z

a
Murphy-B,
town, LLC PO`.Diawcri856
yVest
V(Wa'rsaw, NC28398'
Tel: 910=293-3434
Fax:[phone],
NovemberU,=2011
Subject: Irrigation Installation Certification for "
L"aurinburg.TruckWa�sh .
Permit No. WQ003090
:Scotland County
I have'inspected the new'solid set_irrigation system`at the above -mentioned faeility kd- i't,was
observed to Have beem.installed according;to the approved design:
If:you have any, questiions'regardmgfhatter,lahto ontmpedo aact.ine at (910) 293-
5363 or=kevinweston@murphybrownlld:com:
:Sincerely, /
Kevin Weston, cm
Environmental °Compliance

IN
Barber, Jim
From: Barnhardt,
Sent: Wednesday,
Art
November 20, 2013 1:58 PM
To: Henson,
Belinda
Cc: Barber,
Jim ,
Subject: FW: Murphy
Brown Trailer Wash Facilities.
Attachments: Truck
wash Master permit.docx
Fromi Risgaard, Jon
Sent: Wednesday, November 20, 2013 1:48 PM
To: King, Morella s; Barnhardt, Art
Cc: Bushardi, Jim; Barber, Jim; [e-mail]
Subject: Murphy Brown Trailer Wash Facilities.
All,
As I have been getting more familiar w
suggestion to consider and questions t
that they have the same permit languz
we can agree on appropriate language
on this approach suggested language F
I have attached a draft permit for Foxf
of the permits. You will notice that I h
listed by the North Carolina Departme
added sampling requirements to Attac
and I hope are practical and beneficial
was not previously in the Foxfire perm
h the different truck wash permits held by Murphy Brown I have°a few
at I think you can help me with. I am trying to standardize all of the permits so
e/conditions and as similar monitoring/reporting requirements as possible. If
can get these permits issued quickly. I would appreciate any feedback you have
ovided below.
e Trailer Wash facility (WQ0034987) that I would like to use as a template for all
✓e taken out the language that requires monitoring for sampling of parameters
t of Agriculture, Agronomic Division's Waste Analysis Report Form. I have then
ment A that are more consistent with a typical Wastewater irrigation systems,
ampling requirements for trailer wash facility. I have also added language that
but was in a number of other trailer wash permits that included the following:
• Soil pH on all irrigation fields must be maintained in the optimum range for crop production.
• The attached Waste Utilizatior
modifications to the WUP shal
• Only those cleaning agents ani
contravene the groundwater s
labels are to be followed wher
• Engine and engine parts shall i
crankcases, antifreeze, or.degi
PLAT results. Is this a concern at this f
results. I did not see any requirement
minimum time frame for doing an eva
Plan (WUP) is hereby incorporated by reference into this permit. Any
require modification of this permit.
soaps that are EPA approved, will not harm the cover crop, and will not
andards listed in 15A NCAC 02L may be utilized in the subject facility. Instruction
using cleaning agents and soaps.
A be washed or rinsed in the wastewater system. Oil drained from the engine
!asing solvent wastes shall not be discharged into the wastewater system.
oricerFiingPLk results and restriction for application for high and very high
:ility only? Is PLAT being run routinely at other facilities and if so, what are the
in the permit requiring that PLAT be run, so if this stays we need to establish a
%perm n!t '. For the permits that have a specified Nitrogen loading limit; I,am tnot certam:a WUP-is-necessary; however we
may have been relying on it to ensure proper application for those facilities that only have hydraulic loading rates
specified. Please provide me your perspective on whether this requirement is needed or not, considering the other
1,

changes being made to the permit. If we need them, I would like to get a digital copy for the file, and attach a copy to
the permit. Please provide me your perspective on whether this requirement is needed or not.
By using this template; each facility will have matching conditions, except in a few cases described below where
additional requirements may be needed. The setbacks from the previous permit will be carried over for each permit,
and the Attachment A, B and C will reflect individual conditions at each facility. The parameters and sampling
frequencies in Attachment A should all be the same unless you provide me with a reason why a particular facility has
different needs.
Also, I have a few considerations for the individual permits that I think you can help with.
Permit
Do we still need the following req'ui
1. Upon completion of coi
Zones 3A and 313, a c
Irrigation Designer certif
permit and the irrigation
the Division of Water Q
27699-1636.
2. The Fayetteville Regional
hours in advance (excludi
system so that an in -place
regional supervisor shall
excluding State Holidays.
is in the SCHEDULES section
,tion and prior to op
cation shall be subr,
that the new irrigatioi
gn material submittec
y, Aquifer Protection
the new ! solid .
I. irrigation system in
a licensed North Carolina Certified
ib"' installed in accordance with this
mber 6, 2011. Mail the Certification to
1636 Mail Service Center, Raleigh, NC
Office, telephone number [phone], shall be notified at least 48
.g weekends and holidays) of operation of the newly installed irrigation
inspection can be made. Notification to the Aquifer Protection Section's
)e made from 8:00 a.m. until 5:00 p.m. on Monday through Friday,
The following condition is in the existing permit, I intend to keep the permit condition unless I hear is it no longer
needed:
Application of wastewater to soils in Irrigation Zones 3A and 3B , as shown in Figure 1, shall be prohibited when the
vertical separation between the ground surface and the water table is less than one (1) foot. The actual water table depth.
for these soils shall be verified by. soil borings within 24 hours prior to any wastewater irrigation event. The number of
borings advanced shall be sufficient to characterize water table conditions across the site adequately. Any open borings
shall be properly filled with native soil prior to the wastewater irrigation event, to decrease the chance of any wastewater
contaminating the groundwater.
Permit WQ0013921 Rainbow Trailer
Do we still need the followingrequirements in the SCHEDULES section:
1. Within sixty (60) days of permit issuance, the permittee shall submit two original copies of a scaled
site map (scale no greater than 1 "=100'); however, special provisions may be granted upon prior
approval for large properties. The map(s) must include the following information:
a. The location and identI ty of the water supply well adjacent to the trailer wash.
b. The location of major components of the waste disposal system.
c. The location of property boundaries within 500 feet of the disposal area(s).
d. The latitude and longitude of the established horizontal control monument.
e. The location of reviewl and compliance boundaries.
f. The date the map is prepared and/or revised.
Control monuments shall be installed in such a manner and made of such materials that the
monument will not be destroyed due to activities that may take place on the property. The maps

I 1
and any supporting documentation shall be sent to the N.C. Division of Water Quality, Aquifer
Protection Section, 1636 Mail Service Center, Raleigh, N.C..27699-1636. The permittee is
responsible for the geographic accuracy of any map submitted, however produced.
The following condition is in the existing permit, I intend to keep the permit condition unless I hear is it no longer
needed:
i
1. Water supply well (WS-1) shall be labeled stating "CAUTION: NON -POTABLE WATER — DO
NOT DRINK."
Permit WQ0023310 Warsaw Trailer 1A
Do we still need the.following SCHEDU
Q
0

1. No later than 60 days from issuance of this permit, the Permittee shall locate the position (and
elevation of top of casing, See Attachment C footnote 3.) of each existing monitoring well, property
line, and wetted sprayfiel.d edge and produce a revised site plan displaying review and compliance
boundaries, drawn to an appropriate engineering scale, sealed by a Professional Engineer or
Professional Land Surveyor, and submit one copy each of the drawing to the Wilmington Regional
Office and Central Office.
If it is determined that the existing monitoring wells are not located on the review boundary, new
monitoring wells shall be installed per the direction of the Wilmington Regional Office and any
improperly located and/or damaged monitoring wells shall be permanently abandoned in accordance
with 15A NCAC 02C. 0113, (Abandonment of Wells) within 120 days from issuance of this permit.
2. The Wilmington Regional Office, telephone number [phone], shall approve monitoring wells
MW-IA and MW-2A prior to installation, and the monitoring wells shall be installed within 90 days
of the effective date of this permit. The regional office shall be notified at least 48 hours prior to the
construction of any monitoring well, and such 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. The monitoring wells shall be constructed such that the water level in the
monitoring well is never above or below the screened (open) portion of the well at any time during
the year, and in accordance with 15A NCAC 02C .0108. The general location and name for each
monitoring well is marked on Figure 1.
3. The Wilmington Regional
upon the completion of ne
1.) such that an in -place
regional supervisor shall
excluding State Holidays.
4. Within 60 days of comph
of a site map with a scale
granted upon prior approi
information:
a. The location and ident
b. The location of major i
c. The location of proper
d. The latitude and longil
e. The elevation of the tc
f. The depth of water be
g. The location of compli
h. The date the map is pr
Control monuments shall
monument will not be de,
supporting documentation
1636 Mail Service Center,
5. Within 60 days of the of
permanently abandoned. 1
30) listing this permit nu
completed for each well a
Section, 1636 Mail Sery
Contractor shall abandon
Standards (15A NCAC 02
office, telephone number [phone], shall be notified immediately
monitoring well installation (if required in accordance with Condition I.
;pection can be made. Notification to the Aquifer Protection Section's
made from 8:00 a.m. until 5:00 p.m. on Monday through Friday,
n of the monitoring wells, the Permittee shall submit two original copies
greater than 1-inch equals 100 feet; however, special provisions may be
for large properties. At a minimum, the map shall include the following
of each monitoring well.
mponents of the waste disposal system.
boundaries within 500 feet of the disposal areas.
Je of the established horizontal control monument.
of the well casing (i.e., measuring point) relative to a common datum.
)w the measuring point at the time the measuring point is established.
nce and review boundaries.
red and/or revised.
be installed in such a manner and made of such materials that the
royed due to activities taking place on the property. The map and any
hall be sent to the Division of Water Quality, Aquifer Protection Section,
NC 27699-1636.
active date of this permit, monitoring wells MW-1 and MW-2 shall be
ithin 30 days of abandonment, a Well Abandonment Record (Form GW-
ber and the appropriate monitoring well identification number shall be
mdoned and mailed to the Division of Water Quality, Aquifer Protection
Center, Raleigh,' NC 27699-1636. A North. Carolina Certified Well
ie monitoring wells according to the North Carolina Well Construction
.0113) and local county rules.

i
The following conditions are in the ex
needed:
ng permit, I intend to keep the permit condition unless I hear,.they are no longer
PERFORMANCE STANDARDS
1. 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.
2. 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 one 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 Genera I -Statute 143-215.6A through 143-215.6C.
I intend to Update Attachment A TO include new parameters and to combine PP1001 and 002
I intend to make, sure the following cor
1. The 12-month cumulative
inches to allow for the
annually.
Please get back to me as soon as you c
Jon Risgaard,- Supervisor', No
Water Quality Permitting Sect
1636 Mail Service Center 1
Raleigh, NC 27699-i636 j
919-807-6458
http://h2o.enr.state.nc.us/la
-tions have been made to the permit:
,draulic loading rate limit has been changed f om 10.45 inches to 10.79
mplete application of000GP,D averr2%42 nacres of spray fields
k
-Discharge Permitting Unit
on
main. html
5

Pat McCrory
Governor
Katie A Elmer
Murphy -Brown LLC
PO Box 856
Warsaw NC 283980856
NCOENR
North Carolina Department of Environment and Na
Division of Water Resources
Water Quality Programs
Thomas A. Reeder
Director
July 2, 2014
SUBJECT: July 1, 2014 Compliance Evaluation Inspection
Murphy -Brown LLC
Laurinburg Truckwash
Permit No: WQ0030190
Scotland County
Dear Ms. Elmer:
Enclosed please find a copy of the Compliance Evaluation Inspection form from tb
The Compliance Evaluation Inspection was conducted by Tony W. Honeycutt of t]
facility was found to be in Compliance with permit WQ0030190.
Please refer to the enclosed inspection report for additional observations and comr
questions, please call me at [phone].
Sincerely,
cc: Michael L Cudd, ORC
Central Files
;F�,ayefteuille Fii es ,
-�--- = -
Water Quality Program
225 Green St., Ste. 714
Fayetteville, North Carolina 28301-5095
Phone: [phone] FAX: [phone]A Customer Service:1-877-623-6748
Internet: vuvuw.h20.enr.state.nc.us
ral Resources
John Skvarla
Secretary
inspection conducted on July 1, 2014.
�e Fayetteville Regional Office. The
tents.; If you or your staff have, any
i
ist
WQP
An Equal Opportunity 1 Affirmative Action Employer

Compliance Inspection Report
Permit: WQ0030190 Effective: 01/29/14 Expiration: 02/29/16 Owner: MurpFly-Brown LLC
SOC: Effective: Expiration: Facility: Laurinburg Truckwash
County: Scotland 19189 Old Lumberton Rd
Region: Fayetteville i
Laurinburg NC 28352
I
Contact Person: Katie A Elmer Title: Phone: [phone]
Directions to Facility:
System Classifications: SI,.
Primary ORC: Michael L Cudd Certification: 994597
Secondary ORC(s)
On -Site Representative(s):
Related Permits:
Inspection Date: 07/01/2014 Entry Time: 09:30AM
Primary Inspector: Tony W Honeycutt
Secondary Inspector(p):
Reason for Inspection: Routine
Permit Inspectionlype: Wastewater Irrigation
Facility Status: Compliant ❑ Not Compliant
Question Areas:
Miscellaneous Questions Record Keeping
(See attachment summary)
Phone : [phone]
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Exit Time: 10:30AM
Phone: [phone]
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Lion Type: Compliance Evaluation
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® End Use -Irrigation
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Page: 1

61 •1
permit: WQ0030190 Owner - Facility: Murphy -Brown LLC
Inspection Date: 07/01)2014 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Inspection Summary:
The records were in good shape and complete.
The spray irrrigation sites cover crops are in good shape and the grass section is showing improvement.
Please add lime as indicated by soils report.
Overall, the system appears in good shape and well managed.
Page: 2

p6rTnit: WQ0030190 Owner - Facility: Murphy -Brown LLC
Inspection Data:, .07/01/2014 Inspection Type: Compliance Evaluation
Type
Single Family Spray, LR
Infiltration System
Reuse (Quality)
Recycle/Reuse
Activated Sludge Spray, HR
Activated Sludge Drip, LR
Activated Sludge Spray, LR
Single Family Drip
Lagoon Spray, LR
Record Keeping,
Is a Popy,of current permit available?
Are monitoring reports present: NDMR?'
NDAR?
-Are flow rates less than of permitted flow?
Are,flow rates less than of permifted'flow?
Are application.ratEis adhered to?
Is-GW monitoring being conducted, if required (GW-69s submitted)?
Ate all. samples an6ly?:ed for all required parameters?
Are there any '2L_GWqu6Iity violations?
Is GW-59A certification form completed for facility?
Is effluent sampled for same parameters as GW?
Do effluent concentrations exceed GW standards?
Are annual soil reports available?
#Are PAN records required?
# bid last'soil report indicate a need for lime?
If so, has it been applied?
Are operational logs present?
Are lab sheets available for review?
Do lab sheets support data reported on ND'MR?
Do lab sheets support data reported on GW-59s?.
Are, Operational and Maintenance records pres6nt?
Were Operational and Maintenance records complete?
Has permittee been free of public complaints in last 12 months?
Is a copy of the SOC readily available?
Reason for Visit:,... Routine
Yes .No NA NE
Yes No NA. NE
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Page: 3

Permit: WQ0030190 Owner- Facility: Murphy -Brown LLC
Inspection Date: 07/01/2014 Inspection Type : Compliance Evaluation Reason for Visit: Routine
No treatment units bypassed since last inspection? ❑ ❑ ED
Comment: Please add lime as indicated by soils report.
End Use -Irrigation
Are buffers adequate?
Is the cover crop type specified in permit?
Is the crop cover acceptable?
Is the site condition adequate?
Is the site free of runoff / ponding?
Is the acreage specified in the permit being utilized?
Is the application equipment present?
Is the application equipment operational?
Is the disposal field free of limiting slopes?
Is access restricted and/or signs posted during active site use?
Are any supply wells within the CB?
Are any supply wells within 250' of the CB?
How close is the closest water supply well?
Is municipal water available in the area?
# Info only: Does the permit call for monitoring wells?
Are GW monitoring wells located properly w/ respect to RB and CB?
Are GW monitoring wells properly constructed, including screened interval?
Are monitoring wells damaged?
Comment: Public water is not available.
Yes No NA NE
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Page: 4

A4%DENR
NCDENR FEB U. 4 20%
North Carolina Department of Environment and Natural Resources 01
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P.E. Dee. Freeman
Governor Director- Secretary
January 29, 2014
MR. KRAIG WESTERBEEK
ASST. VP ENVIRONMENTAL COMPLIANCE & ENGINEERING.
MURPHY-BRowN LLC
POST OFFICE BOX 856
WARSAW, NORTH CAROLINA 28398
Subject: Permit No. WQ0030190
Laurinburg Truck Wash
Wastewater Irrigation System
Scotland County
Dear Mr. Westerbeek: i
In accordance with your permit minor .modification -request received October 14, 2013, we are
forwarding herewith Permit No. WQ0030190 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 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.
Fox Fire Trailer Wash (WQ0034987) Rainbow Trailer Wash (WQ0013921)
Register Trailer Wash (WQ0014247) Tarheel San. T �ailer Wash (WQ0011360)
Warsaw Trailer Wash WQ0023310 White Oak Trailer Wash (W00014091)
This permit shall be effective from January 29, 2014 until February 29, 2016, shall void Permit
No. WQ0030190 issued November 4, 2011, and shall be subject to the! conditions and limitations as
specified therein. Please read your permit in full, as conditions have changes since your last permit
issuance. 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 fa ility's NDMR, NDMLR, and
NDAR-1 reporting forms' are available for download at:
'.hftl?:-/-/portal.ncdb4.org/web/Wq/aps/I
au/reportiC
:�! =•; ..'.
' -,,-. AQUIFER PROTECTION SECTION
k'".:; ;:
•:. 1636 Mail Service Center,.Raleigh, North Carolina 27699-1636
t
Location: 512 N: Salisb6[ySt, Raleigh, North Carolina 27604
Phone: [phone] FAX- 919-807-6496
One
15
Internet: www.nmatergualiiv om'
NOrthCarohna
..ahrralC
Equal Opportunity 1Affrmalive Action Employer

Mr. Kraig Westerbeek
a
January.29, 2014 .' "• .
Page`2 of2
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 150B of the
North Carolina General Statutes, and filed with the Office of Administrative Hearings at 67-14 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 ion.ris aardna ncdenr gov.
Sincerely,
01
j�w- Thomas A. Reeder
cc: Bladen County Health Department
Cumberland County Health Department
Fayetteville RegonalU;ffice,"ater Quality:Regiorial.Operations_Section
Kevin Weston — Murphy -Brown LLC
Beth Buffington, Public Water Supply Section — Protection and Enforcement Branch
Permit File WQ0030190
Notebook File WQ0030190

NORTH CAROLINA
ENVIltONMENTAL MANAGEMENT
DEPARTMENT OF ENVIRONMENT AND NA
RALEIGH
WASTEWATER IRRIGATION SYSTEM
In accordance with the provisions of Article 21 of Chapter 143, Gem
amended, and. other applicable Laws, Rules and
PERNIISSION IS HEREBY GRANTED
Murphy -Brown LLC
Scotland County
FOR THE
continued operation of a 7,300,060 gallon per year wastewater treatment
a 2.4. million gallon (MG) storage pond, a 16.8 acre .spray irrigation
valves, controls, meters, and other appurtenances;
to servethe 'Laurinburg Truck Wash, with no , discharge of was to
application received September 6, 2011, and in conformity. with the I
other supporting data subsequently filed and approved by the Departm
Resources and considered a part of this permit.
This permit shall be effective from -January'29, 2014 until February
WQ0030190 issued November 4, 2011, and shall be subject to the fol
limitations:
I. SCHEDULES
RESOURCES
Statutes of North Carolina as
facility consisting of.
and all associated piping,
urtace waters, pursuant to the
ject plans, specifications, and
t of Environment and Natural
2016, shall void.Permit-No.
,ing .`specified conditions and
1 No later than six months prior to the expiration of this permit, the Permitted' 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.
H. PERFORMANCE STANDARDS
The subject non -discharge facilities shall be effectively maintained any
is no discharge to surface waters, nor any contravention of groundwa
In the event the facilities fail to perform satisfactorily, including the c
due to improper operation and maintenance, or failure of the irrigation
the effluent, the Permittee shall"take immediate corrective actions inclu,
such as the construction of additional or replacement wastewater treatm
operated at all times so there
;r or surface water standards.
ration of nuisance conditions
ireas to adequately assimilate
hg Division required actions,
at or, irrigation facilities.
WQ0030190 Version 1.2 Shell Version 131016 Page 1 of 8

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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. I
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 Supply), 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.
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. 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. 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). .
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
Scotland County 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.
WQ0030190 Version 1.2 Shell Version 131016 Page 2 of 8

11. The facilities permitted herein shall be constructed according to the, f 6 llowing setbacks:
a. The setbacks for irrigation sites
g (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. Any well with exception of monitoring wells: 100
iii. Any property line: 150*
iv. Drainage ways or surface water bodies 100
v. Public right of way: 50
* A setback waiver has been recorded to allow irrigation within 50 feet of the 'WPC Farms property.
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 propertyline: 50
III. OPERATION AND MAINTENANCE REOUIREMENTS
L 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 responses 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'tlieir 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. Application of wastewater to soils in Irrigation Zones 3A and 3B, shall'.be prohibited when the
vertical separation between the ground surface and the water table is less ,than one (1) foot. The
actual. water table depth for these soils shall be verified by soil borings within 24 hours prior to any
wastewater irrigation event. The number of borings advanced shall be sufficient to characterize water
table conditions across the site adequately. Any open borings shall be properly filled with native soil
prior.to the wastewater irrigation event, to decrease the chance of any astewater contaminating the
groundwater.
6. Irrigation shall not be performed during inclement weather or when the ground is in a condition that
will cause-ponding or.runoff.
7. 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.
8. Only effluent from the Laurinburg Truck Wash shall be irrigated on the sites listed in Attachment B.
WQ0030190 Version 1.2
Shell Version 131016
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9. No automobiles or machinery shall be. allowed on the irrigation sites except during equipment
installation or while maintenance is being performed.
10. Public access to the irrigation sites and wastewater treatment facilities shall be prohibited.
11. 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.
12. Diversion or bypassing of untreated or partially treated wastewater from the treatment facilities is
prohibited.
13. Freeboard in the lagoon shall not be less than two feet at any time.
14. 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.
15. 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.
16. Soil pH on all irrigation fields must be maintained in the optimum range for crop production.
17. 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.
18. The 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 Fayetteville Regional Office and Central Office but may not require permit
modification.
19. 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.
20. 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.
WQ0030190 Version 1.2 Shell Version 131016 Page 4 of 8

4V. - MONITORING AND REPORTING REOUIItEM ENTS
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. f .
I Flow through the treatment facility shall be continuously monitoredl, 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 Pe-inittee shall monitor the effluent from the subject facilities at the frequencies and locations for
the parameters specified in Attachment A.
5. 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;
G. 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.
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6. Freeboard (i.e., waste level to, the lowest embankmentelevation) in the 2.4 million gallon 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.
T. Three copies of all monitoring data (as specified in Conditions 1V.3. and IV.4.) on Form NDMR for
each PPI and three copies'of all operation and disposal records (as specified in Conditions IV.S.' and
IV.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 21699-1617
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WQ0030190 Version 1.2 Shell Version 131016 Page 5 of 8
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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 manning well construction forms well abandonment
forms and monitoring data 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
WQ0030190 Version 1.2 Shell Version 131016 Page 6 of 8

13. Noncompliance Notification:
V.
The Permittee shall report by telephone to the Fayetteville Regional
433-33.00, as soon as possible, but in no case.more than 24 how
following the occurrence or first knowledge of the occurrence of any
a. Any occurrence at the facility resulting in the treatment of signi
abnormal in quantity or characteristic, including the known passa,
b. Any process unit failure (e.g., mechanical electrical, etc.), due
rendering the facility, incapable of adequate wastewater treatment.
c. . Any facility failure resulting in a by-pass directly to receiving sur
d. Any time self -monitoring indicates the facility has gone out
limitations.
e. Ponding in'or runoff from the irrigation sites.
Any emergency requiring immediate reporting (e.g., discharges to su
a storage structure., -etc.) .outside normal business hours shall be repor
Response personnel at telephone -number (800)' 662-7956, (800)
Persons reporting such occurrences by telephone shall also file a wr
five days following first knowledge of the occurrence. This report
proposed to be taken to ensure the problem does not recur.
INSPECTIONS
1. The Permittee shall provide adequate inspection and maintenance to
wastewater treatment and irrigation facilities.
2. _ The Permittee or their designee shall inspect the wastewater treatn
prevent malfunctions, facility deterioration and, operator errors resul
cause the release of wastes to the environment,; a threat to human he
Permittee shall maintain- an inspection log that 4includes, at a mi
inspection, observations in and any maintenance, repairs, or c
Permittee shall maintain this inspection log for a period of five years
and this log shall be made available to the Division upon request.
3. Any duly authorized Division representative may, upon presentation
any property, premises or place on or related to the wastewater tr
permitted herein at any reasonable time for the purpose of determini
may inspect or copy any records required to be maintained under 1
permit, and may collect groundwater, surface water or leachate sampl
VI. GENERAL CONDITIONS
1. Failure to comply with the conditions and limitations contained hei
an enforcement action by the Division in accordance with North
215.6A to 143-215.6C.
Z. This permit shall become voidable if the permitted facilities are not
the conditions of this permit, the Division approved plans and speci
documentation.
ffice, telephone number (910)
or `on the next working day
the' following:
ant amounts of wastes that is
of a hazardous substance.
known' or unknown reasons,
e waters.
compliance with its permit
e waters, imminent failure of
to the Division's Emergency
3-0368, or (90) 733-3300..
i report in letter form within
l outline the actions taken or
ensure proper operation of the
nt and irrigation facilities to
ag in discharges, which may
th or a public nuisance. The
mum, the date and time of
rrective actions taken: The
)m the date of the inspection,
credentials, enter and inspect
ment and irrigation facilities
compliance with this permit;
terms and conditions of this
{
may subject the Permittee to
-olina General Statutes 143-
d.in accordance with
and other supporting
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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).
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 2V' day of January 2014
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
m A. Reeder, Director
ro
ision of Water Resources
By Authority of the Environmental Management Commission
Permit Number WQ0030190
WQ0030190 Version 1.2 Shell Version 131016 Page 8 of 8

ATTACHMENT A -LIMITATIONS AND MONITORING REQUIREMENTS
Permit Number:, WQ Q030190
Version: 1.2
PPI 001— WWTF Effluent
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING RNEstimate
PCs
Code
Parameter.Description
Units of-
Measure
12 Month
Total
Monthly
Y
MonthlyDaily
Daily
Measurement
Average
Geometric Mean
Minimum
Maximum
Frequency
50050
Flow, in conduit or thru treatment plant,
Gallon sZ
7,300,000
Monthly
00610
Nitrogen, Ammonia Total (as N)
mg/L3
x Year'00625
Nitrogen, Kjeldahl, Total (as N)
mg/L
3 x Year'00620
Nitrogen, Nitrate Total (as N) .
mg/L
3 x Year'Grab
00400
pH
s.0
3 x Year
Grab
00665-
Phosphorus, Total (as P.)
mg/L;
3 x Year'
Grab
North Carolina Department of
Agriculture, Agronomic.Division's
s
Various
3 Year'
Waste Analysis Re ort
x
Grab
1. 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: htty://www.ncagr ov/agronomi/uyrwaste
htm. Only results for
parameters specifically listed in this attachment need be reported on Form NDMR per condition IV.7.
WQ0030190 Version 1.2 Attachment A Page 1 of 1

TINS PAGE BLANK

ATTACHMENT B - APPROVED LAND APPLICATION SITES AND LIMITATIONS Permit Number: WQ0030190 Version: 1.2
Murphy -Brown LLC — Laurinburg Trailer Wash
IRRIGATION AREA INFORMATION
APPLICATION LIMITATIONS
Field
Owner
County
Latitude
Longitude
Net
Acreage
Dominant
Soil Series
parameter
Hourly
Rate
Yearly
Max
Units
1
Murphy -Brown, LLC
Scotland
34045'53"
79023152"
-
5.57
Norfolk
01284 — Non -Discharge Application Rate
0.50
57.01
inches
WQ09 - Plant Available Nitrogen'
lb/acre
2
Murphy -Brown, LLC.
Scotland
34045'53"
79023'52"
5.33
Norfolk
01284 —Non-Discharge Application Rate
0.50
57.01
inches
WQ09 - Plant Available Nitrogen'
lb/ac/year
3AZ
Murphy -Brown, LLC
Scotland
34045'36"
79023'52"
-
2.95
McColl loam
01284 — Non -Discharge Application Rate
0.40
57.01
inches
WQ09 - Plant Available Nitrogen'
Flbar
3B2
Murphy -Brown, LLC
Scotland
34045'50"
79024'14"
2.95
McColl loam
01284 — Non -Discharge Application Rate
0.40
57.01
inches
WQ09 - Plant Available Nitrogen'
lb/ac/year
Totals
16.8.
1. PAN application rates shall be reported lbs/acre applied for the month and application rates shall be in accordance with the approved Waste Utilization Plan per condition I1I.17.
_2._P-er-C.ondition_III.5,_Application-of_wastewater-to-soils_in.Irrigation.Zones3A-and-3B,_shall-be-prohibited-when-the vertical -separation -between -the -ground -surface -and -the -water -table -is -less -than
one (1) foot.
WQ0030190 Version 1.2
Attachment B
Page 1 of 1

THIS PAGE BLANK

ATTACHMENT C — GROUNDWATER MONITORING AND LIMITATIONS Monitoring wells: Permit Number: WQ0030190 Version: 1.2
- -
GROUNDWATER CHARACTERISTICS GROUNDWATER STANDARDS
MONITORING REQUIREMENTS
PC! Code Parameter Description Daily Maximum Frequency Measurement Sam le. T e
P yp Footnotes
4
There are no groundwater monitoring requirements at this time.
WQ0030190 Version 1.2 Attachment C
Page 1 of 1

Attachment D - Waste Utilization Plan
WQ0030190 Version 1.2 Attachment C

9/2/2011
NUTRIENT UTILIZATION
LAN
Owner(s): Murphy Brown, LLC
Facility Name: Laurinburg Truck Wash, Fac. •No.: 0030190
County:. Scotland .
Facility Type: Truckwash'
Storage Structure; Anaerobic Lagoon
Storage Period: gg
_Application Method: Irrigation
Thewastewater from your facility must be land applied'at a specified rate to prevent pollution
of surface.waterand/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 whera. the waste
water is -to be applied.
Thisnutrient utilization plan uses nitrogen as the. limiting nutrient Wastewater should be
analyzed before each .application cycle. Annual soil`tests are_strongly encoulaged{so"that "
all plant. nutrients can be balanced for realistic yields of the crop to be.grown1
Several factors are important in implementing: your nutrient utilization' plan in iorder #o 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 theyhave;different infiltration rates
cation, exchange. capacities, and available water- holiiing capaci.te
3. Normally waste shaill be applied to land eroding at less than 5
Year. Waste `may be applied to land eroding at 5 or more tons pe
less than 10 tons per acre per year providing,t.h t adequate filter';
44. Do not apply waste :on saturated soils, when it is raining, or wh
Either of these.conditions may result in runoff to surface waters w
under DWQ regulations.
5. Wind conditions should'also be considered to avoid drift and d
problems:
6. To maximize the value of the nutrients for crop production and
for pollution, the waste should be applied to a growing crop or apt
30 days prior to planting a crop or forages breaking dormancy. In
disking will conserve nutrients and reduce odor. problems'.
1 of 8
leaching potentials.,
)ns per acre per
acre'annually;.but
rips are;established:
!n the,; surface is frozen.
rich is not allowed
nwind odor
reduce the potential
1 not more than
ting' the waste or

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. Lime must be applied to maintain pH in the optimum range for specific crop production.
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
I` lush uuugat . Ibs/yr
7,300,000 0 5086301
3718.00
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'desodbes 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: 16.8
Total, N Required 1st Year: 5444.5
Total N Required 2nd Year: - 4984.3
Average Annual Nitrogen Requirement of Crops:' 5,214.46
Total Nitrogen Produced by Facility: 3,713.00
Nitrogen Balance for Crops: , (1,501.40)
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
facility. rotation schedule for this
2of8

Reception Area Specifications Year• 2:of a 2 war crop rotation..
.• ..-
-
•r.r T.
av� 49Nq•3
3(b) df 8:
_ r

This plan does not include commercial fertilizer. The facility should produce
available nitrogen to satisfy the requirements of the .crops listed above.
to plant
The applicatoriscautioned 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 will 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'heighf of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code Crop Lbs N utilized ! unit yield
A Barley 1.6 Ibs N / bushel
B Hybrid Bermudagrass - Grazed 50 Ibs N / ton
C Hybrid Bermudagrass - Hay 50 Ibs N / ton
D Corn - Grain 1.25 Ibs N / bushel
E Corn- Silage 12 Ibs NJ ton •
F Cotton 0.12 Ibs N / Ibs lint
G Fescue - Grazed 50 Ibs N / ton
H Fescue - Hay 50 Ibs N / ton
l Oats 1.3 lbs N I bushel
J Rye 2.4 Ibs N / bushel
K Small Grain -Grazed 50 Ibs N / acre
L Small Grain - Hay 50 Ibs N /acre
M Grain Sorghum 2.5 Ibs N / cwt
N Wheat 2.4 lb N / bushel
O Soybean 4.0 Ibs N / bushel
P Pine Trees 40 Ibs 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 du11
e 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

SLUDGElGRIT APPLICATION:
The following table describes the Plant Available Nitrogen produced per year in the sludge/grit
Wastewater Produced
Amt Stud a/Grit
Slud a/Grit Anal sis
Total
gal/yr
T/1000ga1
IbsPAN/T
IbsPAN/yr
0
0
0
0.00
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 0 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 0 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 acres of land. If you apply this PAN
to corn at a rate of 125 pounds per acre, you will need 0 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 properly
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 Scotland 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. .
5of8

Application Rate Guide
The following is provided as a guide for establishing application rates
Soil Application -Rate
_ Tract Hydrant Type _ Crop in/hr
LBG i Norfolk C 0.5
and'amounts.
Application Amount
* inches
1
LBG 2 Norfolk
C
0.5
1
LBG 3A McColl
D
0.65
1
LBG 3B McColl
D •
0.65 ..
1
.•U
t

Additional Comments:
This plan revised due to a new GPS map of the fields and a chan a of pull 3
to solid sets (now 3A & 3B).
Acres shown are wetted acres based on NCSU acreage determination
guidelines.
This plan also reflects the 50' property line setback agreement as recorded
in 2007 between Murphy -Brown, LLC and WPC Farms.
7of8

a
4
i P
NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Facility: Laurinburg Truck Wash; ac. No.: 0030190`
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 newk facilities,.will require a
new nutrient management plan and -a request for permit modification to be submitted to DWQ
before any modification of the facility'begins. r
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 loc I Soiland Water
Conservation -District and will be available for review by.NCDWQ upon request.
Name of Facility Owner: Murphy=Brown, LLC
Signature:
„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 t
Telephone: (910):293" 3434 r,
Signature:,`
Date

Ilf 111111111111�111�1101[IIIIf�ll��llllllllllllalli�ll�llllllflflill
Doc 10: 000505840002 Tvae: CRP
Recorded: 05/i1/2007 at 04:09.17 PM
Fee Amt: $17.00 Page 1 of 2
Sootland county, bIG
Debra H. Holcornti Register of Deeds
File# 2007-00001739
8K1121 PG107408
NORTH CAROLINA
PROPERTY LINE SETBACK AGREEMENT
SCOTLAND COUNTY
WPC Farms hereby agrees to allow Murphy -Brown, LLC the right to continue to
irrigate there transfer truck wash water and effluent, maintaining a 50 ft. property line
setback buffer.
This property is located in Scotland County on State Road #1369 and being better
known as the Murphy -Brown Laurinburg Trailer Wash Facility.
If for any reason WPC 'decides not to continue with the 50 ft. setback agreement,
it agrees to give Murphy -Brown, LLC 90 days notice of such termination of this
agreement.
Date:
WPC Farms
By: Bill Carmichael

laudklb Truck- Wash
Soft T iw ..
007,
t� �yacx cP�.► a�
. —1 A�, s ��rn�atron9:
Fj.S ! a u Nalton w/1.00" noun
O GOPSI' 300' WU ♦k 182 GPM
220' lono Spaetn2
S01IQ Salt Neieon 100 w/0.6" Toper nozzle
O 60 PSI•' 24W t1D &tit GPM
140'd40'�SpocMg
' 2
5.�3 AG. '
17e into fdeltnq
- main Itne near hie
4 - •
WWI
1GW
TB offsets
O 1 Tfl
O
2�h15
� 9s q 3e
e
cy
TB To
cy
AV
AV
��• AY
\\ TB
Ta
TB TArust 910a
AV Air Vent
tt Erlstlny Hydrant
f
I NeHydrant
iCatwe Valve
else New r dais 200 PVC
— Now 4 dais 2G0 PVC
-00
�. Pity floe Setback

r
` I
_
Murphy' Bro W 11 LLC PO Drawer 856
2822 Hwy. 24 West
" RECEIVEDIDEN�1D Warsaw, NC 28398
G ±`� Teh 910-293-3434
OCT 14 2:013
Fax:910-293-G957
Aquifer ProtedW SOON
October 9, 2013
NCDENR
Jon Risgaard I
Supervisor, Land Application Unit, Aquifer Protection Section
1636 Mail Service Center
Raleigh, NC 27699-1636
Dear Mr. Risgaard,
In response to. messages exchanged with you and representatives of the Fayetteville
Regional Office back in March of this year, I am writing to request that all Trailer Wash permits
held by Murphy -Brown LLC be changed to reflecta yearly averaging of water usage versus the
current monthly averaging used for compliance monitoring. As discussed, these facilities are
bound to certain soil hydraulic loading rates that are site specific, and storage structure freeboard
requirements. Nitrogen loading rates, as specified by the permit and nutrient management .plan,.
are monitored to insure against over application of nutrients. In addition, these facilities are
designed to. accommodate several months of normal usage in their storage structures. The yearly
'
averaging would allow increased flexibility, but will be significantly back -stopped by the other
permit requirements mentioned above.,
Specifically, I would request that the following yearly averages by incorporated into the
following permits, or that a blanket letter from the Division be provided for the files to codify
such a change:
Permit No. Facility Name % Current Perm. Capacity Requested Annual Avg.
Ftto
WQ0034987 Fox Fire Trailer Wash 9,800 gal./day 3,477,000 gal./year
'Wash
V
WQ0030190 LaurinburgTrailer 20,000 gal./day 7,300,000 gal./year
w:
WQ0013921 , Rainbow Trailer Wash 3,436 gal./day 1,254,140 gal./year
wC
WQ0014247 Register Trailer Wash 24,000 •gal./day 8,760,000 gal./year
WQ0011360 Tarheel San. Trailer Wash 34,000 gal./day 12,410,000 gal./year
�.t
WQ0023310 Warsaw Trailer Wash 20,000 gal./day 7,300,000 gal./year
Fk'
WQ0014091 White, Oak Trailer Wash 18,000 gal./day 6,570,000 gal./year
I
Once again, the permitted gallons per day would remain the same, as that -is set based off
of the available land and associated hydraulic and nutrient capacity of the land application
system. This request is to clarify that the compliance threshold would be based on an annual
average water usage amount versus a monthly one.
I
C &fs x IS`i = °1l 11,'r

w �
i
I
wg0034987 Fox Fire
Field #
acres
in/yr
gallons/yr.
1
3.23
1 21.3
27,254
1,875,048
2
2.29
1 21.3
27,254
1,329,368
3
3.21
1 21.3
27,254
1,863,438
subl
4.56
21.3
27,254
2,6,47,127
Total
7,714,981
WQ0030190 Laurinburg
Field #
acres
in/yr
gallons/yr
1
5.57
57.01
27,254
_8,654,391,
2
5.33
57.01
27,254
8,281,490
3A
2.95
57.01
27,254
4,583,564
3B
2.95
57.01
27,254
4,583,564
Total
26,103,009
WQ0013921 Rainbow
Field #
acres
in/yr
gallons/yr
01A
4.1
12.9
27,254
1,441,464
0113
4.1
12.9
27,254
1,4411464
Total
2,882,928
i
WQ0014247 Register
3
8
WQ0011360 'Tarheel San.,
Field #
acres
in/yr
gallons/yr
1
6.71
22
27,254
4,023,235
2
7;.06
22
27,254
4,233,091
3
9:13
22.
27,254
5,474,238
4
5:26
22
27,254
3,153,833
Total
16,884,398
WQ0023310 Warsaw
Field #
acres
I in/yr
I
Igallons/yr
A
3.531
15
1 ' 27,254
1,443,099
B
3.45
11 15
1 27,254
1,410,395
0

C
3.31 {
50
27,254
4,510,537
D
3.53
30
27,254
2,886,199
E
3.2
30
27,254`
2,616,384
F
2.92
30
27,254
2,387,450
G
2.93
50
27,254
3,992,711
H
2.35 {
50
27,254
3,202,345
1
0.52 {
30
27,254
425,162
2
2.03
30
27,254
1,659,769
3
1.6
30
27,254
1,308,192
4
2.39
30
27,254
1,954,112
5
0.84 {
30
27,254
686,801
Total
28,483,155
WQ0014091 White Oak
Field #
acres
in/yr
gallons/yr
1
2-.22
10.45
27,254
632,,266
2
3.56
10.45
27,254
1,013,903
3
3.81 {
10.45
27,254
1,085,104
4
3.94 ,
10.45
27,254
1,122,129
5
3.3
10.45 -
27,254
939,854
6
5-.59
10.45
27,254
1,592,056
{
Total
6,385,312

Katie A Elmer
Murphy -Brown LLC
PO Box 856
Warsaw NC 28398-0856
SUBJECT: April 15, 2013
Murphy -Brown 1
Laurinburg Truc:
Permit No: WQI
Scotland County
0190
April 18, 2013
Evaluation Inspection
Pat McCrory, Governor
John Skvarla, Secretary
North Carolina Department of Environment and Natural Resources
Charles Wakild P.E., Director
Division of Water Quality
Dear Ms. Elmer:
Enclosed please find a copy of the Compliance Evaluation Inspection form from the inspection conducted on April
15, 2013. The Compliance Evaluation Inspection was conducted by Tony W. Honeycutt of the Fayetteville
Regional Office. The facility was found to be in Compliance with permit WQ0030190.
Please refer to the enclosed inspection report for additional observations and comments. If you or your staff have
any questions, please call me at (9' 10) 433-3339.
Sincerely,
Tony W. Ho utt
Environmen al Specialist
FRO/AP
cc: Michael L Cudd, ORC
Central Files
°Fayetttville�F�les ;
NofthCarohna
Naturally
North Carolina DWQ/Aquifer Protection Section 225 Green St./ Suite 714 Fayetteville, NC 28301-5095 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

Compliance Inspection Report
Permit: WQ0030190 Effective: 11/04/11 Expiration: 02/29/16 Owner:.Murphy-Brown LLC
SOC: Effective: Expiration: Facility: Laurinburg Truckwash
County: Scotland 19189 Old Lumberton Rd
Region: Fayetteville I
Laurinburg NC 28352
Contact Person: Katie A Elmer Title: Phone: [phone]
Directions to Facility:
System Classifications: SI,
Primary ORC: Michael L Cudd Certification: 994597 Phone: [phone]
Secondary ORC(s):
O.n-Site Representative(s):
Related Permits:
Inspection Date: 04115/2013 Entry Time: 01:00 PM Exit Time: 02:30 PM
Primary Inspector: Tony W Honeycutt Phone: [phone]
Secondary Inspector(s):
Reason for Inspection: Routine) Inspection Type: Compliance Evaluation
Permit Inspection Type: Wastewater Irrigation
Facility Status: ■ Compliant ❑ Not Compliant
Question Areas:
Miscellaneous Questions Record .Keeping Treatment Lagoons End Use -Irrigation
i
(See attachment summary)
i
Page: 1

Permit: WQ0030190 Owner - Facility: Murphy -Brown LLC
Inspection Date: 04/15/2013 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Inspection Summary:
Lagoon freeboard was 36 inches.
The solid set field had a good vegatative crop, while the traveling gun crop was acceptable but in need of weed control
measures.
Lime recommendartion for the solid set field was less than one half ton. The facility was asked to keep an'eye on the soil
ph and add lime as required.
Overall the facikity is well maintained and operated.
Page: 2

I
Permit: W60030190 ' Owner - Facility: Murphy -Brown LLC
• i
Inspection Date: '04/15/2013 InspeIction Type: Compliance Evaluation
Type
Reuse (Quality)
Lagoon Spray, LR
Infiltration System
I
Activated Sludge Spray, LR I
Single Family Spray, LR
Activated Sludge Drip, LR
Activated Sludge Spray, HR
;
Recycle/Reuse
Single Family Drip
Record Keeping
Is a copy of current permit available?
Are monitoring reports present: NDMR?
NDAR?
Are•flow rates less than of permitted flow?
Are flow rates less than of permitted flow?
Are application rates adhered to?
Is GW monitoring being conducted, if required (GW-59s submitted)?
Are all samples analyzed for all required (parameters?
Are there any 2L GW quality violations?
Is GW-59A certification form completed for facility?
Is effluent sampled for same parameters as GW?
Do effluent concentrations exceed; GW standards?
Are annual soil reports available?
# Are PAN records required?
# Did last soil report indicate a need for lime?
If so, has it been applied?
Are operational logs present?
Are lab sheets available for review,?
f
Do lab sheets support data reported on NDMR?
- % I
I
i
i
I '
Reason for Visit: Routine
.Yes No
NA
NE
,
n
n.
n
n
- n
n�
n
■nnn
■n.nn
■nn❑
-
■nnn
■'nnn
MCI
Do,
■nnn
nnn■
.nnn■
nnn■
nnn■
■nnn
■
n
n
n
n■nn
nn■n
■
n
n
n
■
n
n
n
■nnn
Page: 3

Permit: WQ0030190 Owner - Facility: Murphy -Brown LLC
Inspection Date: 04115/2013 Inspection Type: Compliance Evaluation
Reason for Visit:
Routine
Do lab sheets support data reported on GW-59s?
00
n
■
Are Operational and Maintenance records present?
■
n
n
n
Were Operational and Maintenance records complete?
■
n
00
Has permittee been free of public complaints in last 12 months?
■
n
n
n
Is a copy of the SOC readily available?
n
n
■
n
No treatment units bypassed since last inspection?
■
n
o
o
Comment: Addition of lime was not done due to the recommendation being less than
a half ton.
End Use -Irrigation
Yes
No
NA
NE
Are buffers adequate?
■
n
n
n
Is the cover crop type specified in permit?
■
n
n
n
Is the crop cover acceptable?
■
n
n
n
Is the site condition adequate?
■
n
n
n
Is the site free of runoff / ponding?
■
n
n
n
Is the acreage specified in the permit being utilized?
■
n
n
n
Is the application equipment present?
■
Is the application equipment operational?
■
n
n
n
Is the disposal field free of limiting slopes?
■
n
n
n
Is access restricted and/or signs posted during active site use?
■
n
n
n
Are any supply wells within the CB?
n
n
n
■
Are any supply wells within 250' of the CB?
n
n
n
■
How close is the closest water supply well?
n
n
n
■
Is municipal water available in the area?
n
■
n '
n
# Info only: Does the permit call for monitoring wells?
■
n
n
n
Are GW monitoring wells located properly w/ respect to RB and CB?
■
n
n
n
Are GW monitoring wells properly constructed, including screened interval?
n
n
n
■
Are monitoring wells damaged?
n
n
n
■
Comment: Public water is not available.
Page: 4

—WI
NCDENR
North Carolina Department of Environment and Natural Resources
Division o; Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
November 4. 2011
Kevin Weston — Environmental Compliance
Murphy -Brown, LLC
P.O. Box 856
Warsaw, North Carolina 28398
Subject: Permit No. WQ0030190
Laurinburg Truck Wash
Dee Freeman
Secretary
Wastewater Irrigation System
Scotland County
Dear Mr. Weston:
In accordance with your permit minor modification request received September 6, 2011, we are
forwarding herewith Permit No. WQ0030190 dated November 4, 2011, to Murphy -Brown, LLC for the
continued operation of the subject wastewater treatment and wastewater irrigation facilities.
The permit has been modified as follows
➢ The permit format has been revised to be consistent with the most current template for
wastewater irrigation systems and to update language in accordance with 15A NCAC 02T.
➢ The permit (Attachment B) has been revised to reflect recent recalculations of wetted areas
for Zones 1 and 2 and a change from a pull to a solid set irrigation system for previous
Zone 3, now labeled Zones 3A and 3B.
➢ The permit has been revised (Condition H.9.) to reflect the property line setback wavier (to
50 ft) on the northern property boundary.
Please note that on August 5, 2009, Session Law 2009-406, entitled "An Act to Extend Certain
Government Approvals Affecting the Development of Real Property Within the State," was enacted by
the General Assembly and signed into law. The Act, known as the Permit Extension Act of 2009, extends
the expiration date of certain government approvals and permits. In addition, Session Law 2010-177
extended the Act by another year. Permit No. WQ0030190 falls within the scope of this Act and is
therefore being extended until February 29, 2016. A renewal application must still be submitted six
months in advance of the extended expiration date.
This permit shall be effective from the date of issuance until February 29, 2016, shall void Permit
No. WQ0030190 issued March 23, 2007, and shall be subject to the conditions and limitations as
specified therein. Please pay particular attention to the monitoring requirements listed in Attachment B,
because they may differ from the previous permit issuance. Failure to establish an adequate system for
AQUIFER PROTECTION SECTION
1636 Mail Service Center, Ralegh, North Carolina 2769c-1036
Location: 2728 Capital Boulevard, Raleigh, North Carolina 27604 On-,
Phone: [phone] l FAX 1: 919-715-0588; FAX 2: 919-715.6048 i Customer Service: 1-S77-623-5746 hna
Internee www.nnwaterguali,o�
An �Guai Ooocnarrit§' I Atiirmalive Acuorr, Emaloyei l aro
N �f

Mr. Kevin Weston
November 4, 2011
Page 2 of 2
collecting and maintaining the required operational information shall result in future compliance
problems.
For your convenience, a customized electronic copy of your facility's NDAR-1 reporting forth is
available for download at: http://portal.ncdcnr.arg/web/wg/aps/I@u�reporting.
Please note the following permit conditions are new since the last permit issuance:
➢ Condition I.I. - Requires that a Certified Irrigation Designer submit a certification that the
new solid set irrigation system was installed in accordance with the approved design package
prior to operation of the system.
➢ Condition I.2. - Requires that the Fayetteville Regional Office be notified at least 48 hours
prior to of operation of the new solid set irrigation system so that an in place inspection can
be made.
➢ Condition I1110. - Required freeboard has been changed to two (2) feet in accordance with
15A NCAC 02T .0505(d), and in order to maintain consistency with other Murphy -Brown,
LLC truck wash permits.
➢ Condition IV.6. - Please note that reporting form NDMR is no longer required to be submitted.
All monitoring report information shall be submitted on forms NDAR-1 and IRR-2.
➢ Condition IV.7. - Requires the Permittee to maintain a record of all residuals removed from
the facility.
➢ Application limits (both hydraulic and nutrient) are now specified in Attachment B.
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 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.
If you need additional information concerning this permit, please contact Lori Montgomery at
[phone] or [e-mail].
Sincerely,
gr Cole en H�Sul
cc: Fayetteville Regional Office, Aquifer Protection Section
Permit File WQ0030190
Notebook File WQ0030190

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
Scotland County
continued operation of a 20,000 gallon per day (GPD) wastewater treatment and facility consisting of:
a 2.4 million gallon (MG) storage pond, a 16.8 acre spray irrigation area, and all associated piping,
valves, controls, meters, and other appurtenances;
to serve the Laurinburg Truck Wash, with no discharge of wastes to surface waters, pursuant to the
application received September 6, 2011, 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 the date of issuance until February 29, 2016, shall void Permit No.
WQ0030190 issued March 23, 2007, and shall be subject to the following specified conditions and
limitations:
WQ0030190 Version I.I Shell Version 110920 Page 1 of 7

I. SCHEDULES
1. Upon completion of construction and prior to operation of the new solid set irrigation system in
Zones 3A and 3B, a certification shall be submitted from a licensed North Carolina Certified
Irrigation Designer certifying that the new irrigation system has been installed in accordance with this
permit and the irrigation design material submitted on September 6, 2011. 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 [phone], shall be notified at least 48
hours in advance (excluding weekends and holidays) of operation of the newly installed irrigation
system so 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. 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.
H. PERFORMANCE STANDARDS
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 wastewater, the Permittee shall take immediate corrective actions including Division required
actions, such as the construction of additional or replacement wastewater treatment or disposal
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. Application rates, whether hydraulic, nutrient or other pollutant, shall not exceed those specified in
Attachment B.
4. 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. 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.
5. In accordance with 15A NCAC 02L A 108, 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.
6. The Permittee shah apply for a permit modification to establish a new compliance boundary prior to
any sale or transfer of property affecting a compliance boundary.
7. 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).
WQ0030190 Version 1.1 Shell Version 110920 _ Page 2 of 7

8. 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
Scotland County 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
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.
9. 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. Any well with exception of monitoring wells: 100
iii. Any property line: 150*
iv. Drainage ways or surface water bodies 100
v. Public right of way: 50
* A setback waiver has been recorded to allow irrigation within 50 feet of the WPC Farms properm
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
M. 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.
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
Permittec 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. Adequate measures shall be taken to prevent effluent ponding in or runoff from the irrigation sites
listed in Attachment B.
4. Irrigation shall not be performed during inclement weather or when the ground is in a condition that
will cause ponding or runoff.
5. Only effluent from the Laurinburg Truck Wash shall be irrigated on the sites listed in Attachment B.
6. No traffic or equipment shall be allowed on the irrigation sites except during equipment installation or
while maintenance is being performed.
7. Public access to the irrigation sites shall be controlled during active site use. Such controls may
include the posting of signs showing the activities being conducted at each site. Public access to the
wastewater treatment facilities shall be prohibited.
WQ0030190 Version 1.1 Shell Version 110920 Page 3 of

8. The residuals generated from the wastewater treatment facilities shall be disposed or utilized in
accordance with 15A NCAC 02T .1100. A residuals management plan shall be maintained in
accordance with 15A NCAC 02T .0508. The plan shall address removal and disposal of solids
accumulating in the storage pond.
9. Diversion or bypassing of untreated or partially treated wastewater from the treatment facilities is
prohibited.
10. Freeboard in the wastewater storage pond shall not be less than two (2) feet at any time.
11. A gauge to monitor waste levels in the wastewater storage pond shall be provided. This gauge shall
have readily visible permanent markings 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.
12. 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.
13. Soil pH on all irrigation fields must be maintained in the optimum range for crop production.
14. The attached Waste Utilization Plan (WUP) is hereby incorporated by reference into this permit. Any
modifications to the WUP shall require modification of this permit.
15. 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.
16. Results from the soils analysis required in Condition IV.8. shall be utilized to determine the
appropriate amount of lime and/or gypsum to be incorporated into the irrigation fields to neutralize
potential salt buildup from the cleaning agents and disinfectants. Salt accumulation shall not be
allowed to build up to a point that inhibits the soil's ability to absorb the irrigated wastewater.
17. 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.
18. Application of wastewater to soils in Irrigation Zones 3A and 3B , as shown in Figure 1, shall be
prohibited when the vertical separation between the ground surface and the water table is less than
one (1) foot. The actual water table depth for these soils shall be verified by soil borings within 24
hours prior to any wastewater irrigation event. The number of borings advanced shall be sufficient to
characterize water table conditions across the site adequately. Any open borings shall be properly
filled with native soil prior to the wastewater irrigation event, to decrease the chance of any
wastewater contaminating the groundwater.
IV. MONITORING AND REPORTING RE UIREMENTS
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.
WQ0030190 Version 1.1 Shell Version 1109.20 Page 4 of 7

3. The Permittee shall maintain adequate records tracking the amount of effluent irrigated. At a
minimum, these records shall include the following information for each irigation site listed in
Attachment B:
a. Date of irrigation;
b. Volume of effluent irrigated;
c. Field irrigated;
d. Length of time field is irrigated;
e. Continuous weekly, monthly, and year-to-date hydraulic (inches/acre) loadings for each field;
£ Continuous monthly and year-to-date PAN (pounds/acre) loadings for each field;
g. Nitrogen balance for each field after an application event;
h. Weather conditions; and
i. Maintenance of cover crops,
4. Freeboard (i.e., waste level to the lowest embankment elevation) in the wastewater storage pond shall
be 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.
The effluent from the subject facilities shall be monitored by the Permittee at the point prior to
irrigation within 60 days of irrigation for the parameters listed by the North Carolina Department of
Agriculture, Agronomic Division's Waste Analysis Report Form. This analysis shall be used in the
monitoring and proper management of the cover crops on the permitted irrigation sites. The analysis
shall also be used as an indicator to prevent any damage to the soil's ability to absorb the applied
wastewater and nutrients.
Three copies of all freeboard and hydraulic/nutrient loading records (as specified in Conditions IV.3.
and IV.4.) shall be submitted on Form NDAR-1, and three copies of all nutrient monitoring data (as
specified in Condition IV.5.) shall be submitted on Form M-2 for every site listed in Attachment B.
Reporting forms 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. 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.
WQ0030190 Version 1.1 . Shell Version 110920 Page 5 of 7

8. 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
9. 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 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.
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 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.
WQ0030190 Version 1.1 Shell Version 110920 Page 6 of 7

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.
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.
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.
The Perminee 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).
7. 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 A 110.
8. 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).
9. 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 4"' day of November, 2011
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
-;f 0oie T5YJ. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0030190
W Q0030190 Version 1.1 Shell Version 110920 Page 7 of 7

THIS PAGE BLANK

ATTACHMENT B - APPROVED LAND APPLICATION SITES AND LIMITATIONS Permit Number: WQ0030190 Version: 1.1
Murphy -Brown, LLC — Laurinburg Truck Wash
IRRIGATION AREA INFORMATION
APPLICATION LIMITATIONS
Field
Owner
County
Latitude
Longitude
Net
Acreage
Dominant
Soil Series
Parameter
Hourly
Rate
Yearly
Max
Units
1
Murphy -Brown, LLC
Scottand
34°45'53"
79°23'52"
5.57
Norfolk
01284 - Non -Discharge Application Elate
0.50
57.01
inches
2
Murphy -Brown, LLC
Scotland
34°45'53"
79°23,52"
5.33
Norfolk
01284 - Non -Discharge Application Rate
0.50
57.01
inches
3A
Murphy -Brown, LLC
Scotland
34045'36"
79023'52"
2.95
McColl loam
01284 - Non -Discharge Application Rate
0.40
57.01
inches
3 B
Murphy -Brown, LLC
Scotland
34°45'50"
79°24' 14"
2.95
McColl loatn
01284 - Non. -Discharge Application Rate
0.40
57.01
inches
Totals
16.8
WQ0030 E 90 Version I.1 Attachment B Page I of I

9/2/2011
NUTRIENT UTILIZATION PLAN
Owner(s):
Murphy -Brown, LLC
Facility Name:
Laurinburg Truck Wash; Fac. No.: 0030190
County:
Scotland
Facility Type:
Truckwash
Storage Structure:
Anaerobic Lagoon
Storage Period:
96
Application Method:
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.
RECEIVED / DENR I DWG#
Aquifer Protection Sectjor,
SEP 06 2oll

T his 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. Lime 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
gal/yr Ibs/1000gal Ibs!yr
7.300,000 0.5086301 3713.00
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 utltizabon 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: 16.8
Total N Required 1st Year: 5444.5
Total N Required 2nd Year: 4984.3
Average Annual Nitrogen Requirement of Crops: 5,214.40
Total Nitrogen Produced by Facility: 3,713.00
Nitrogen Balance for Crops: (1,501.40)
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.
2of8

Reception
Tract Field Irrigated Soil let Crop Timeto IstCrop IstCrop LbsWAc Lbs N Tatel lbs N
AcmMe r Utilized
EK.0
mum
3(a) of 0

Reception Area Specifications YeaT 2 of a 2 year crop rotation.
31b) of 8
31b) 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 will 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
A Barley
B hybrid Bermudagrass - Grazed
C Hybrid Bermudagrass - Hay
D Corn - Grain
E Corn - Silage
F Cotton
G Fescue - Grazed
H Fescue- Hay
I Oats
J Rye
K Small Grain - Grazed
L Small Grain - Hay
M Grain Sorghum
N Wheat
O Soybean
P Pine Trees
Lbs N utilized / unit yield
1.6 lbs N 1 bushel
50 lbs N / ton
50 lbs N / ton
1.25 lbs N / bushel
12 lbs N / ton
0.12 lbs N / lbs lint
50 lbs N / ton
50 lbs N / ton
1.3 lbs N / bushel
2.4 lbs N / bushel
50 lbs N / acre
50 lbs N / acre
2.5 lbs N I cwt
2.4 lbs N / bushel
4.0 lbs N / bushel
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.
4 of 6

SLUDGEIGRIT APPLICATION:
The following table describes the Plant Available Nitrogen produced per year in the sludge/grit
Wastewater Produced
Amt Sludge/Grit
Sludge/Grtt Analysis
Total
gal/yr
T/1000gal
IbsPAN/T
lbsPAN/yr
0
0
0
0.00
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 0 pounds of plant available nitrogen per year will in the lagoon
sludgelgrit based on the rates of accumulation listed above.
If you remove the sludge/grit every 5 years, you will have approximately 0 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 acres of land, If you apply this PAN
to corn at a rate of 125 pounds per acre, you will need 0 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.
APPUCAMON 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 properly
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 Scotland 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.
Cali 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.
5of8

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Soil
Application Rate
Application Amount
Tract
Hydrant
Type
Crop
in/hr
" inches
LBG
1
Norfolk
C
0.5
1
LBG
2
Norfolk
C
0.5
1
LBG
3A
McColl
D
0.65
1
LBG
3B
McColl
D
0.65
1

Additional Comments:
This plan revised due to a new GPS map of the fields and a change of pull_3
to solid sets (now 3A & 3B).
Acres shown are wetted acres based on NCSU acreage determination
guidelines.
This plan also reflects the 50' property line setback agreement as recorded
in 2007 between Murphy -Brown, LLC and WPC Farms.
7of8

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Facility:
Owner:
Manager:
Owner/Manager Agreement:
Laurinburg Truck Wash; Fac. No.: 0030190
Murphy -Brown, LLC
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 DWQ
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:
Signature:
Murphy -Brown, LLC
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: �l.�l.J..� 9� �Z'�/
Date
8of8

Laurink,irg Truck Wash i
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idle: tlem 7 w/f.01 nm21e
O 80 PA; 300' MO e: 1B2 GPM
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A 60 PSI; 240' w0 At BI GPM
140'w14G' SpatMg
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Q 2002 DeLam.. 3-D TopoQuads y. Data copyright of content o�,ner.

North Caro
Beverly Eaves Perdue
Governor
Kevin Weston — CID i
Murphy -Brown
PO Drawer 856
Warsaw, NC 28398
Dear Mr. Weston:
The Aquifer Protecti
documentation received on S
listed above, and the primary
Central and Fayettei
application, and may eonta
'efficiency in processing per
providing a timely and comp]
Please note that proc
after receipt of ' 'a ; com
,Lori Montgomery at (919) 71
I
A==
HCDEW
Department of Environment and Natural Resources
Division of Water Quality
Coleen H. Sullins Dee Freeman
:Director Secretary
September 9, 2011 RECEIVED
SEP 14 2011
d` ,`J FAyETTEVILLE REGIONAL, QFRCi -
Subject: Acknowledgement of.
Application No. WQ0030190
Laurinburg Truckwash .
-- i — — - - - -Surface irrigation-System-
ScotlandCounty
n Section aelmowledges receipt of your permit application and. supporting
ptember 6, . ,011. Your application package has been assigned the number
eviewer is Lori Montgomery.
Ile Regional Office staff will perform a detailed review of the provided
t you with a- request for additional, information. To ensure maximum
it applications, the Aquifer Protection .Section requests. your assistance in
le response to any additional information requests.
3sing standard review permit applications may take as long as 60 to 90 days
lete ,application. If you have any questions, please', contact.
-.6187 or [e-mail].
Sincerely,
for Jon Risgaard
Land Application -Unit Supervisor
cc: FaXette He_Keg ` n 1-Office—A-quifer-Protection Section
Permit File WQ00 0 90
AQUIFER PROTECTION SECTION
1636 Nail Service Center, Raleigh, North Carolina 27699.1636
Location: 2728 Capital Boulevard, Raleigh, North Carolina27604
Phone: [phone] FAX`1: 919-715-0588; FAX 2: 919-715-60481 Customer service: 1-877-623-6748
'Internet: vAvw.ncwateroualitV.om I
An Equal Opportunity 1 Affirmative Action Employee
One 1.
N o-i flI'rarolil
I

AQUIFER PR
ON SECTION REGIONAL STAFF REPORT
Date: 09/22/11 . - I County: Scotland
To: Aquifer Protection Section Central Office Permittee: Murphy -Brown, LLC
Central Office Reviewer: Lori Montgomery Project Name: MB Laurinburg Truckwash
Regional Login No: ?? Application No.: W00030190
L GENERAL INFORMATION
1. This application is (check all that aPpiy, : ❑ New ❑ Renewal
1 ® Minor Modification ❑ Major Modification
® Surface Irrigation ❑ Reuse ❑ Recycle ❑ High Rate Infiltration ❑ Evaporation/Infiltration Lagoon
❑ Land Application of Residuals ❑ Attachment B included ❑ 503 regulated ❑ 503 exempt
❑ Distribution of Residuals ❑ Surface Disposal
❑ Closed -loop Groundwater Remediation ❑ Other Injection Wells (including in situ remediation) ,
Was a site visit conducted in order to prepare this report? ❑ Yes or M No.
a. Date of site visit: N/A
b. Person contacted and contact information: Kraig Westerbeek
c. Site .visit conducted by: N/A
d. Inspection Report Attached: 0 Yes or M No.
2. Is the following information entered into the BIMS record for this application correct?
1
® Yes or ❑ No: If no, please complete the following or indicate that it is correct on the current application.
For Treatment Facilities:
a. Location: 19189 Old Lumberton Road, Laurinburg NC 28352
b. Driving Directions: From Lauringburg take Hwy 74, Bypass east to Hwy- 74 business and exit. Take
truckwash.
c. USGS Quadrangle Map r
d. Latitude: 34.765152 N I
e. Regulated Activities
a. Location(s)`: same as above
b. Driving Directions: same a:
c. USGS Quadrangle Map nan
d, Latitude: 34.765573 N Lot
e.
that leads to the
and number: Laurinburg (H21SW)
tude: 79.401051 W(approx. center of lagoon)
of Wastes (e.g.,. subdivision, food processing, municipal wastewater):
information annlies to, cot) and haste a
itional naees for each site
and number: Laurinburg (1421SW)
tude:-79.404358 W(center of spray irrigation field for Pull 1 & 2)
tude:-79.402638 W (center of snrav irriaation field for Zone 3A &
ki
FORM: APSARRMBtruckwashWQ301
Ii
l Ldoc 1

AQUIFER PROTEC
ON SECTION REGIONAL STAFF REPORT
modifications, skip to next section)
1. Please attach completed rating
2. Are the new treatment facilities
❑ Yes ❑ No ❑ N/A. If no, p
not n
Facility Classification:
for the type of waste and disposal system?
explain:
3. Are the new site conditions (soils, topography, depth to water table, etc) consistent with what was reported by
the soil scientist and/or Prof essio 'al Engineer? ❑ Yes ❑ No,❑ N/A. If no, please explain:
4. Does the application (maps,, plans, etc.) represent the actual site (property lines, wells, surface drainage)? ❑
Yes ❑ No ❑ N/A. If no, please explain:
5. Is the proposed residuals manag
N/A. If no, please explain:
6. Are the proposed application rat,
❑ Yes ❑ No ❑ N/A. If no, p!
7. Are the new treatment facilities
❑ Yes ❑ No ❑ N/A. If yes,
and recommend any mitigative r
8. Are there any buffer conflicts (n
attach a map showing conflict
incorporated into the permit: _
9. Is proposed and/or existing gr(
monitoring parameters, etc.) ad
network if applicable. Indicate
changes to the groundwater mon
10. For residuals, will seasonal or of
with restrictions (Certification B
systems)
plan adequate and/or acceptable to the Division. ❑ Yes ❑ No ❑
for. new sites (hydraulic or nutrient) acceptable?
Se explain:
any new disposal sites located in a 100-year floodplain?
lease attach a map showing areas of 100-year floodplain and please explain
asures/special conditions in Part IV:
treatment facilities or new disposal sites)? ❑ Yes or ❑ No. If yes, please
;as or attach any new maps you have received from the applicant to be
idwater monitoring program (number of .wells, frequency of monitoring,
uate? ❑ Yes ❑ No ❑ N/A. Attach map of existing monitoring well
to review and compliance boundaries. If No, explain and recommend any
ng program:
restrictions be required? ❑ Yes ❑ No ❑ N/A If yes, attach list of sites
1. Are there appropriately certified ORCs for the facilities? ® Yes or ❑ No.
Operator in Charge: Eric Ferrell Certificate #:SI-989291
Backup- Operator in Charge: Mike Cudd Certificate #:SI-994597
FORM: APSARRMBtruckwashWQ30190Sept2011.doc 2

AQUIFER PROTE
ON SECTION REGIONAL STAFF REPORT
2. Is the design; maintenance and
storage, etc) of the treatment fac
If no, please explain: Facultative
3. Are the site conditions (soils, to
assimilating the waste? ® Yes
)peration (e.g. adequate aeration, sludge wasting, sludge storage, effluent
ities adequate for the type of waste and disposal system? 'N Yes or ❑ No.
graphy, depth to water table, etc) maintained appropriately and adequately
❑ No. If no, please explain: Pulls 1 & 2 are located on a bermuda grass
inaged. All hav is removed during each cutting and no animal grazing takes
place. Zone 3A & 3B is a row crop field that is utilized for a corn, soybean, wheat rotation typical of eastern
North Carolina farming practices. Zone 3 is a drained caroling bay, but has a SHWT of at least two to three feet
based on past hand auger borings installed during the initial permitting_ phase for this trailer wash. Drainage is
4. Has the site changed in any wa
boundary, new development, etc.;
5. Is the residuals management plan
® Yes or ❑ No. If no, please
that may affect permit (drainage added, new wells inside the compliance
If yes, please explain: No.
)r the facility adequate and/or acceptable to the Division?
cplain: The lagoon at the facility is very large for the volume/day of water
out acti
to
with
6. Are the existing application rates (hydraulic or nutrient) still acceptable? ® Yes or ❑ No. If no, please
explain:
7. Is the existing groundwater monitoring program (number of wells, frequency of monitoring, monitoring
parameters, etc.) adequate? ❑ Yes ❑ No ® N/A. Attach map of existing monitoring well . network if
applicable. Indicate the review and compliance boundaries. If No, explain and recommend any changes to -the,
groundwater monitoring program This facility doesn't have a monitoring system and one was not proposed in
renewal .in
8. Will seasonal or other restriction 1 be required for added sites? ❑ Yes ® No ❑ N/A If yes, attach list of sites
with restrictions (Certification B?)
-9. Are there any buffer conflicts (treatment facilities or disposal sites)? ❑ Yes or ® No. If yes, please attach a
map showing conflict areas or attach any, new maps you have received. from the applicant to be incorporated
into the permit: M-B received and recorded a buffer waiver to the adjacent farm to the north owned by WPC
Farms (Carmichael Farms).
FORM: APSARRMBtruckwashWQ30190Sept2011.doc 1 3

AQUIFER PROTECTION SECTION REGIONAL STAFF REPORT
10. Is the description of the facilities, type and/or volume of waste(s) as written in the existing permit correct?
Yes or ❑ No. If no, please'expl lin:
11. Were .monitoring wells properly (constructed and located? ❑ Yes or. ❑ No ® N/A. If no, please explain:
See comment #7.
12. Has a review of all self-monitori n g data been conducted (GW, NDMR, and NDAR as applicable)? Yes or
mm ❑ No ❑ N/A.- Please suariz� any'findings-resulting from this review: The site is considered- a 'clean
--A l_._.Y TL`. T .... _:... L....._ TTT7 L...l
.flow violations this east vec
located in Bladen County (Eoxfire Trailer Wash).
13. Check all that apply: ®No compliance issues; ❑ Notice(s) of violation within the last permit cycle; ❑
Current enforcement action(s) ❑ Currently under SOC; ❑ Currently. under JOC; ❑ Currently under
moratorium: If any items checked, please explain and attach any documents that may help clarify
answer/comments (such as NOV, NOD etc):
14.. Have all compliance dates/conditions in the existing permit; (SOC, JOC, etc.) been complied with? ❑ Yes
❑ No ❑ Not Determined, ® N/A.. If no, please explain:
15. Are there any issues related to compliance/enforcement that should be resolved before issuing this permit?. ❑
Yes or ® No ❑ N/A. If yes, please explain:
FORM: APSARRMBtruckwashWQ301
1.doc
4

AQUIFER_ PROTECTION SECTION REGIONAL STAFF -REPORT
IV. INJECTION WELL PERMIT APPLICATIONS (Complete these two sections for all systems that use injection
wells, including closed -loop groundwater remediation effluent injection wells, in situ remediation injection wells, and heat `
pump injection wells.)
TUPorintinn Of Wpllfq) Ant] FaPilitiPQ — NPw_ RPnPwal_ And Mndifiratinn
1. Type of injection system: I
❑ Heating/cooling water return flow (5A7)
❑ Closed -loop heat pump syste (5QM/5QW)
❑ In situ remediation (51)
❑ Closed -loop groundwater remediation effluent injection (5L/"Non-Discharge")
❑ Other (Specify:
.2. Does system use same well for water source and injection? ❑ Yes ❑ No
3. Are there any potential pollution sources that may affect injection? ❑ Yes ❑ No
What is/are the pollution source(s�? What is the distance of the injection well(s) from the pollution
source(s)? ft.
4. What is the minimum distance of proposed injection wells from the property boundary? ft.
5. Quality of drainage at site: ❑ Good ❑ Adequate ❑ Poor
6. Flooding potential of site: El Lo w ❑Moderate ❑High
7: For groundwater remediation systems, is the proposed and/or existing groundwater.monitoring program
(number of wells, frequency of in nitoring, monitoring parameters, etc.) adequate? ❑ Yes ❑ No. Attach
map of existing. monitoring,well I etwork if applicable. If No, explain and recommend any changes to the
groundwater monitoring program:
8. Does the map presented represent the actual site (property lines; wells, surface drainage)? ❑ Yes or ❑ No. If
no or no map, please attach.a sketch of the site. Show property boundaries, buildings, wells, potential pollution
sources, roads, approximate scale, and north arrow.
1. For heat pump systems, are-there{any abnormalities in heat pump or injection well operation (e.g. turbid water,
failure to assimilate injected fluid,,, poor heating/cooling)?
❑ Yes ❑ No. If yes, explain:
2. For closed -loop heat pump syst dms, has system lost pressure or required make-up fluid since permit issuance
or last inspection? ❑ Yes ❑ No. If yes, plain:
3. - For renewal or modification of
the contamination incident? ❑ Yes ❑ No. If explain:
4. Drilling contractor: Name:
FORM: APSARRMBtruckwashWQ30190Sept20ll.doc 5

i
AQUIFER PROTECTION SECTION REGIONAL STAFF REPORT
Address:
Certification number:
5. Complete and attach Well Construction Data Sheet.
FORM: APSARRMBtruckwashWQ30190Sept2011.doc 6

i
AQUIFER PROTECTION SECTION REGIONAL STAFF REPORT
V. EVAL
1. Provide any additional narrative regarding your review of the application.:
2. Attach Well Construction Data Sleet - if needed information is available
3. Do you foresee any problems with issuance/renewal of this permit? 0 Yes ® No. If yes, please explain
briefly.
4. List any items that you.would like APS Central Office to obtain through an additional information request.
Make sure that you provide'a reaso n for each item:
Item' j Reason -
5. List specific Permit conditions that you recommend to be removed from the permit when issued. Make sure
that you provide a reason for each condition:
Condition
Reason
Operation and
Non
-Discharge permits for trailer washes permitted in the.
Maintenance
Fayetteville
regional office has 24" freeboards, as do all other non -
Requirements II (13)
discharge
permits. Duane Leith was notified of this error, along with
needs to be corrected from
offers,
in the original permit issued on 23 March 2007. A corrected
12" to 24" freeboard
page
2 was issued on 21 June 2007 (copy provided), but the freeboard
issue
was not addressed. Several emails went to Duane Leith
concerning
this issue, but no action taken.
6. List specific special conditions or! compliance schedules that you recommend to be included in the permit when
issued. Make sure that you provide a reason for each special condition:
Condition
Reason
Certification that the new 'solid set
system proposed for Zone3 is installed
accordance with the design proposed
permit modification application
wetted acreage is accurate'.
i
irrigation
in
in the
and that the
Verification by the designer that the proposed
system was installed in accordance with the
modification presented.
FORM: APSARRMBtruckwashWQ30190Sept2011.doc 7

AQUIFER PROTECTION SECTION REGIONAL STAFF REPORT
7. Recommendation: ❑ Hold, penJding receipt and review of additional information -by regional office; ElHold,
pending review of draft.permit byI regional office; ❑ Issue upon receipt of needed additional information;
Issue; ❑ Deny. If deny, please state reasons:
8. Signature of report preparer(s):
Signature -of APS regional supery sor: � ))60L ITT �� l��tl l��
Date: 11
FORM: APSARRMBtruckwashWQ30190Sept2011.doc 8

�0F W A TFRQ
\� 7
o -c
Mr. Jeff Turner
Murphy -Brown, LLC
PO Box 856
Warsaw, North Carolina 28
Dear Mr. Turner:
>8
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
June 21, 2007
Subject: Permit No. WQ0030190 Correction
Laurinburg Truckwash
Wastewater Spray Irrigation
Scotland County
In accordance with an email jquest received on April 10, 2007, we are forwarding herewith the
corrected page 2 of Permit N, . WQ0030190, issued March 23, 2007, for the subject -facility.
The following corrections have been_made to the permit:
Permit Condition H.8I has been revised to clarify that the term "instantaneous application rate"
refers to an hourly average rate of wastewater irrigation.
Permit Condition II.9 1has been corrected to show the cumulative annual PAN loading rate per
acre for each field instead of a cumulative loading for the total of all fields which was.-
erroneously'specified as a loading rate per acre.
Please replace Page 2 with the corrected Page 2 in Permit No. WQ0030190, issued March 23, 2007.
If you have any questions regarding this request, please do not hesitate to contact Mr. Duane Leith by
email at [e-mail] or by phone at [phone]. Thank you for your cooperation.
.ri
cc:
Kraig Westerbeek
APS Central Files
APS. Files
Sincerely
for Coleen H. Sullins
Office, Aquifer Protection�Section ;, F
NoorthCarolina
Naturally
Aquifer Protection Section 163'6 Mail Service Center Raleigh, NC 27699-1636 Telephone: [phone]
Internet: www.ncwaterquality.org Location: 2728 Capital Boulevard Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
An Equal Opportunity/Affirmative Action E Iployer— 50% Recycled/l0% Post Consumer Paper Customer Service: [phone]

H.
c) 100 feet between wetted-area'and wells,
d) 100 feet between wetted area and drainageways or surface water bodies,
e) 50 feet between wetted area and public right of ways,
f) 100 feet between wastewater treatment units and wells, and
g) 50 feet between wastewater treatment units and property lines.
These buffers are not intended to prohibit or prevent modifications, which are required by the
Division, to improve performance of the existing treatment.facility. These buffers do, however, apply
to modifications. of the treatment and disposal facilities which are for the purpose of increasing the
flow that is tributary to the facility. These buffers do apply to any expansion or modification of the
spray irrigation ,areas and apply in instances in which the sale of property would cause any of the
buffers now complied with, for the treatment and disposal facilities, to be violated. The applicant is.
advised that any, modifications to the existing facilities will require a permit modification.
The facilities shall be
2. Upon classification
Control System Op(
employ a certified o
be back-up ORC(s)
the facilities in accc
with all other condi
4.
R1
7.
maintained and operated at all times.
the wastewater treatment and spray irrigation facilities by the Water Pollution
tors Certification Commission (WPCSOCC), the Permittee shall designate and
-ator to be in responsible charge (ORC) and one or more certified operator(s) to
the facilities in accordance with 15A NCAC 8G .0201. The ORC shall visit
3nce with 15A NCAC 8G .0204 or as specified in this permit and shall comply
is specified in these rules.
Irrigation shall not bd performed during inclement weather or when the ground is in a condition that
will cause runoff. I -
Adequate measures shall be taken to prevent wastewater runoff from the spray field.
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.
Soil pH on all land application fields must be maintained in the optimum range for crop production.
The attached Waste Utilization Plan (WUP) is hereby incorporated by reference into this Permit. Any
modifications to the *UP shall require modification of this permit.
The application rate I shall not. exceed a cumulative loading of 57.01 inches over any twelve (12)
month period'at an `jinstantandous" (hourly average) application rate not to exceed 0.50 inches per
hour on fields I and 2 (pulls 1 and 2) and not to exceed 0.40 inches per hour on field (pull) 3.
9. The application of plant available nitrogen (PAN) shall not exceed a cumulative loading of 375 lbs
per acre per year on fields 1 and 2. The application of plant available nitrogen (PAN) shall not
exceed a cumulative loading of 245 lbs per acre per year on field 3.
10. No .type of wastewater other than that from the Laurinburg Truckwash shall be sprayed onto the
irrigation area.
11. No traffic or equipment shall be allowed on the disposal area except while installation occurs or while
normal maintenance is being performed.
12. Public access to the land application sites shall be controlled during active site use. Such controls
may include the posting of signs showing the activities being conducted at each site.
13. Freeboard in the storage pond shall not be less than 12 inches at any time.
Revised June 21, 2007 1 - 2

i
provided regardless of how data is used or decisions made or action taken by user in reliance upon
here. The user knowingly releases all entities comprising the City of Laurinburg / Scotland County GI
Bndor that may arise from the mapping data.
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I
AQUIFER PROTECTION SECTION
APPLICATION REVIEW REQUEST FOF
Date: July 1, 2011
®ENR FRO
SEP 12 2011
To: ❑ Landon Davidson,JARO-AP.S
❑ David May, WaRO-APS
® Art Barnhardt, FRO-APS
❑ Charlie Stehman, WiRO-APS
❑ Andrew Pitner, MRO-APS
❑ Sherri Knight, WSRO-APS
❑ Jay Zimmerman, R� RO-Al
From: Lori Montgomery, Land Application Unit
Telephone: [phone]
Fax: [phone]
E Mail. [e-mail]
A. Permit Number:
B. Owner:
C. Facility/Operation::
0
D. Application:
1. Permit Type: ❑
❑ ]
1
For Residuals:
2. Project Type. ❑ Ni
E. Comments/Other Inforn
Attached, you will find all in
review, comment, and/or acti,
® Return a Completed,
❑ Attach Well Constru(
❑ Attach Attachment B
❑ Issue an Attachment
* Remember that you
information requests
certification. Refer ti
When you receive this regt
of this sheet, and return it
listed above.
RO-APS Reviewer:
tcx w asn
® Existing ® Facility ❑ Operation
ial ® Surface Irrigation ❑ Reuse ❑ H-R Infiltration
'cle ❑ I/E Lagoon ❑ GW Remediation (ND)
= (5A7) open loop geothermal
Land App. ❑ D&M ❑ Surface Disposal
503 ❑ `503 Exempt ❑ Animal
❑ Major Mod. ® Minor Mod. ❑ Renewal ❑ Renewal w/ Mod.
❑ I would like to accompany you on a site visit.
)rmation submitted in support of the above -referenced application for your
a. Within calendar days, please take the following actions:
PSARR Form.
ion Data Sheet.
'or Certification by the LAPCU.
Certification from the RO.*
vill be responsible for coordinating site visits and reviews, as well as additional
iith other RO-APS representatives in order to prepare a complete Attachment B for
the RPP SOP for additional detail.
form, please write your name and dates in the spaces below, make a copy
the appropriate Central Office -Aquifer Protection Section contact person
Date: Xt
FORM: APSARR 07/06 Page 1 of 1

Mumhy�Bj
February 16, 2011
NCDENR, DWQ
Aquifer Protection Section
Land Application Unit
1636.Mail Service Center
Raleigh, NC 27699-1636
Subject: Permit Modification Request for
Laurinburg Truck Wash Facility
Permit No. WQd03Ol91'0
Scotland County.
LLC
PO Drawer 856
2822 Hwy. 24 West
Warsaw, NC 28398
Tel: [phone]
Fax: [phone]
This is a request for a permit modification for the above -mentioned facility. This request is being made due
to a new GPS map being made of the facility fields and a change in the irrigation system.
Enclosed please find a copy of the revised Irrigation System Design Parameters and Nutrient Utilization
Plan for the above -mentioned faIcility. The revisions made to the irrigation system were a.recaiculatien-of:
ther"swette&acrdr"-�jMIK;A&2+nd a change from a pull to solid sets for pull 3, now being shown as Zone
3A and Zone 3B. The Nutrient Utilization Plan was revised to reflect the revisions in the Irrigation System
Design Parameters. All other parameters remained the same.
Please make the necessary
Thank you for your consid
which reflects the above-rr
If you have any questions
5363.
CC. Murphy -Brown, I
to the COC and permit.
of this request. I look forward to receiving a modified COC and permit
.d changes/updates.
this matter, please do not hesitate to call me at [phone] ext.
Files
Sincerely, )�
/,4"-
Kevin Weston, CID
Environmental Compliance
RECEIVED / DEIVR � / p
Aquifer Protection SQ
1 SEP 0 6 zo�r

Sheets
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/,Operator Name: Murphy -Brown, LLC - Laurinburg'.Truck Wash County: Scotland
Address: P.O. Box 856
Warsaw, NC 28398 Date: 9/13/2010-
Telephone: [phone] Revised: 9/2/2011
Table 1 - Field Specifications
Approximate-- ---- -_ - -- — --- --------_- =-- --_ -- --Maximum - --- —_-- _ - ;-- --
Maximum Maximum Application
Useable -Size Application —per -Irrigation
Field of Field Rate•Cycle
®
--Bermuda/Small
Solid Sets
Solid Sets
RECEIVED ! DENR / DWQ '
Aquifer Protection Section
SEP 06 2011

Sheet2
TABLE 2 - Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: 3" traveler w/Nelson 150
Field No.
and
Hydrant No.
Travel
Speed
(ft/rriin)
Application
Rate
(in/hr.)
-TRAVEL LANE
Effective Effective-
Width(ft.) Len th(ft)
Wetted
Diameter
(feet)
Nozzle
Diameter
(inches).
'Operating
Pressure
at Gun(psi)
Operating
Pressure
at-reel(psi)
Arc
Pattern Comments -Acres per pull
- -
- -1- -
-3.62-
0.33
260
705-
- - 300
1.08
60
- - 90 - -
--
--
2
3.62
0.33
260
666
300
1.08
60
90
330
5.33

Sheet3
TABLE 3 - Solid Set Irrigation Gun Settings
Make, Model and Type of Equipment Nelson 100
,,Operating. Parameters
Field No WettedHydrant Spacing(ft) Application Nozzle Operating Operating
and Number of Diameter Along Between Rate . Diameter Pressure Time
Line No. Hydrants (feet) Pipelines . Pipelines in/hr (inches) at Gun(psi)'at H drant(hr.) Comments -Acres per zone
_ _3A _
6
240
140
140'
0.4
.0.6
60
1
2.95
3B
6
240
140
140
0.4
0.6
60
1
2.95
12

Sheet4.
• G�
TABLE 4 - Irrigation System Specifications
Traveling
Solid Set
Irrigation Gun
Irrigation
Flow Rate of Sprinkler m)
182
81
Operating Pressure at Pump (psi)
102.0
75.0
Design Precipitation Rate in/hr)
0.31
0.40
Hose Length feet
1000
XXXXXXXX
T- a of `S- eed-Corn ensation— --
Mechanical
- XXXXXXXX
Pump Type PTO, Engine, Electric)
Engine
Engine
Pump -Power -Requirement -(hp)
—19.1 -
35.5
TABLE 5 - Thrust Block Specifications
6"
4"
2"
THRUST BLOCK
THRUST BLOCK
THRUST BLOCK
LOCATION
AREA (s .'ft.)
AREA (sq. ft.
AREA (sq. ft.)
90 degree -bend
8.8
4.3
1.1
Dead End
6.2
3.0
0.8
Tee
4.4
2.1
0.5
Gate Valve
6.2
3.0
0.8
45 degree bend
4.7 _
2.3
0.6

Sheets
IRRIGATION SYSTEM DESIGNER
Name: Micah Kevin Weston, CID
Company: Murphy -Brown, LLC
Address: 2822 Hwy 24 West, P.O. Box 856 Warsaw, NC 28398
Phone: [phone]
Required Documentation.
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed irrigation system which Includes hydrant locations, pipelines, thrust block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust -blocks and illustrations of all thrust block configurations required in the system
6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE.
a. The information required by this form are the minimum requirements. It is the responsibility of the designer to. consider all relevant factors at a particular site and
address them as appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
NOTE:. A buffer strip of 25' or wider must be maintained between the limits of the irrigation system and all -
perennial streams and surface waters per NC Statutes.

Sheet6
Narrative of Irrigation System Operation
This design is for a change from pull to solid set for one pull, and a "wetted acreage" determination for the
remainig pulls at an existing facility. The acres were calculated based on the equipment specified and the
charts created by NCSU for calculating Area Allowances for Stationary Sprinkler Systems and Area
Allowances for Hard Hose Traveler Systems.
This irrigation system is designed with four, and six inch, Class 200 PVC and schedule 80 fittings. The system
is designed to -accommodate the flow velocities, flow rates and pressure_ requirements associated with a 3"
traveler with a Nelson 150 sprinkler and a solid set system with Nelson 100 sprinklers. Air vents and thrust
blocks are to be installed as indicated on the drawings. Air vents will consist of using a 4'W" saddle with a 2"
galvanized threaded pipe and an AV 150. The thrust block areas have been calculated and are listed in Table
4 of this design. The design of the traveler system requires the use of a 1.08" ring nozzle in. the gun. Each pull
has a specific arc setting and travel speed which must be used to achieve the desired application. This.
information is given in Table 2 of this design. A detail of the hydrant layout is also included. The design of the
solid set system requires the use of a 0.6" taper bore nozzle in each sprinkler. This information is given in
Table 3 of this design. All pipe shall be installed with a minimum of-30" of cover and shall be backfilled in no
less than three passes, leaving enough soil material above original grade to allow for settling. The suction
assembly for the pump to be used should be a minimum of 6" aluminum. A pressure gauge should be installed
on the discharge side of the pump where it can be seen during start up of the system.
Refer to owner's manual and irrigation dealer for information on maintenance, winterization, and operation of
system.
This revision made to reflect the property line setback agreement of Was recorded in 2007 between Murphy -
Brown, LLC and WPC Farms.

Sheet?
CALCULATIONS
Sprinkler Specifications
Sprinkler Type:- Nelson 150
Nozzle Size:
1.08 inches
Sprinkler Pressure:
60 psi.
Flowrate(GPM):
182
9pm ;
Wetted Diameter:
300 feet
Lane Spacings " ..
Desired Spacing .(%):
70 00
Design Spacing(feet):
210 *PVC irrigation pipe normally comes in 20' pieces,.
so round _to the nearest multiple of 20.
Actual Spacing (feet):
220 feet
Actual Spacing (%):
73
.Application Rate
Application Rate`= (96.3xFlo 'rate)/(3.1415x(.9xradius)squared)
Design App. Rate =
0.31 in/hr
300 degree arc =
9
0.37 i I
/hr 330 de ree arc = .
� g 0 33 m/hr
220 degree, arc =
0.50 in,
/hr
180 degree arc =
0.61 in
• Traveller Speed"
Travel speed =1.605 x Flowrate / Desired
application amount x Lane Spacing
Desired app. (in.) _.
r'0.4 inches
360 degree arc = 3.32 ft/min
300 degree arc.=
3.98 ft/min 330 degree arc = 3.62 ft/min
220 degree arc =
&31 f6in. .,
• 180 degree arc =
6.64 ft/min
Mainline Velocity
Velocity = A08 x'Flowrate / pipe diameter
squared feet/sec.**
**For buried pipelines, velocity
shodild
be below 5 feet per second
Pipe,size:
6 inches
Velocity=
2.06 I
sec.
Page 1

l
Sheet?
Maximum Mainline Friction Loss
Most distant hydrant: 1
Total distance: 510 feet
Friction Loss is figured using Hazen/William's Equation
Friction Loss= 24 feet/100 feet
Max. Mainline Loss = �,:1.2 feet or 0.5psi
Total Dynamic Head
Sprinkler Pressure: 60 psi
Loss through traveller: 30 psi
.Elevation head: 4.3 psi
Mainline loss: 0.5 psi
Suction head and lift: 2.3.'psi
5% fitting loss: 4.9 psi
TOTAL(TDH) = 102.0 psi or 235.6 feet -
Horsepower Required
Horsepower = Flowrate x TDH(feet) / 3960. / Pump effeciency
Pump Description: Berkeley B3
Pump Efficiency: ; 55
Horsepower Required: 1'9.7 Hp
Thrust Blocking
Thrust Block Area = Thrust-/ Soil Bearing Strength
Thrust: 7460 feet
Soil Bearing, Strength: 1200 feet
End Cap: 6.2 ft2
90 degree elbow: 8.8 ft'2
Tee: 4.4 ft2
45 degree elbow: - ' 4.7 ft2
Pipe Pressure Rating Check
Pressure Rating of Pipe to be Used: 200 psi
Max. Pressure on system whe t running: .1,02.0 psi _
70% of Pressure Rating: 140 psi
If Max. Pressure on system is less than 70%of Pressure Rating; OK
Page 2

Sheet?
Net Positive Suction Head Check
NPSHA: 21'
NPSHR: 6' "from pump c
If NPSHA>NPSHR OK
urve

Sheet? (2)
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson 100
Nozzle Size:
60T inches
Sprinkler Pressure:
60 psi
Flowrate(GPM):
81 gpm
Wetted Diameter:
240 feet
. "Reflects.a 10% reduction from chart
Sprinkler Spacings
Desired Spacing (%):
60 96
Design Spacing(feet):
444 "PVC irrigation pipe normally comes in 20' pieces ,
so round to.the'nearest-multiple of 20.
Actual Spacing (feet):
:140 feet
Actual Spacing (%):
58
Application Rate
Application Rate.= (96.3xFlowrate)/sprinkles
spacing squared
Design App. Rate = :.
0.40 in,
/hr
Run Time pet Set
Run time per set = Desired
application
/ Design application rate .= hours
Desired app. (in.) =
0.4 inches
Run time per set =
1.01 hours
.
Mainline Velocity
. Velocity = .408 x Flowrate /
pipe diEmeter
squared feet/sec."*
"For buried pipelines, velocity should
be below 5 feet per second
Pipe size:
6 inches
.-
# Sprinklers Oper.:
6
Velocity=
5.51 ft/sec.
Maximum Lateral Line Entrance Velocity
Pipe size:
4 inches
2 inches
# Sprinklers Oper.:
3 I
0
Velocity =
6.20 ft/sec.
0.00 ft/sec.
Page '1

Sheet7 (2)
Maximum Mainline Friction Loss
Zone Used: 3A.
Total distance: 350 feet
Friction Loss is figured using Ha z en/William's Equation
Friction Loss= 1.50 feet/100_ feet
Max. Mainline Loss = 5.2 feet or 2.3 psi "
Maximum Lateral Line Loss.
Lateral line friction loss is determined using the assumption that 3/4 of the Friction.Loss
occurs in the first 1/3 of the lateral line
Total Lateral Length: 450 feet 5 feet .
# sprinklers on Lat.: 3 0
Frict. Loss at 1 /3 lat. 4.48 feet 0.00
Max. Lateral Loss: 5.97 feet or 2.59 psi 0.00 psi
Total Dynamic Head
Sprinkler Pressure: 60 psi
Lateral Line Loss: 2.59 psi
Elevation head: 4.3 psi
Mainline loss: 2.3 psi.
Suction head and lift: 2.3 psi
5% fitting loss: 3.6 psi
TOTAL(TDH) = 75.0 psi- or 173.3 feet
Horsepower Required
Horsepower = Flowrate x TDH(feet) / 3960 / Pump effeciency
Pump Description: Berkeley B3J
Pump Efficiency: 60 %
Horsepower Req'd: 35, Hp
Page 2

Sheet7 (2)
Thrust Blocking
Thrust Block Area = Thrust / Soil Bearing Strength
11
6I
4 1�
211
Thrust: 7460 feet
3630 feet
910 feet
Soil Bearing Strength: 1200 feet
1200 feet
1200 feet
End Cap: 6.2 1 t2
3.0 ft2
0.8 ft2
90 degree elbow: 8.8 ft2
4.3 ft2
1.1 ft2
Tee: 4.4 ft2
2.1 ft2
0.5 ft2
45 degree elbow: 4.7 ft2
2.3 ft2
0.6,ft2
Pipe Pressure Rating Check
Pressure Rating of Pipe to
a Used:
200 psi
Max. Pressure on system when
running:
75.0 psi
70% of Pressure
Rating;
140 psi
If Max.`Pressure on system
is less than 70% of Pressure Rating, OK
Net Positive Suction Head Check
NPSHA: 21'
NPSHR: 6' *from pump
If NPSHA>NPSHR, OK
Page 3

Sheet8
MM
I iiIMEM
I I
0=0 I
Of
���-����■o�s��Total
Acres
Page 1

Sheet8 (2)
Laurinburg Truck Wash
---
--
. . Acre
��®®
(midsection)
(midsectio
.e
e•
a eee
a eee
a eoe
a eee
eee
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a eee
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a eee
a eee
a eee
a eee
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a eee
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a eee
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---Total
Acres•
i
Page 1

Laurinbur Truck Wash
SOOW 1
yetpoci< (p°T�{°�
prop° 1�a°
5 57 AC • o eo P '�1ww �1.W c me
' . 220' Lana SpaeMg -
• - - _ Solid Sete: Ndeaa 100 w/0.8' Taper PM
nozzle
O 60 PSI: 240' WO h Bt GPM
140'xl40' Spacing
- — 5-33-P r -
: Tie Into existing'
main line, now here
v Welle
w/f00'
TB offset°
a TB
TB
AV TB
AV .
100.O AV. �
_ ?
4
,ram 9 / e A
-IC
'Q
TB <ye
TB -
TB Thrust 911aek `
AV AIr Vent ask • IR Exlsting Hydrant$°Lb
s New Hydrant
Gote Yolvie .
New S* game 200 PVC
New C pose 200 PVC
�I. Q Mai
FSIG14
RINK���
ropertY up°

Mh 'Lrown
LLC PO Drawer 856
2822 Hwy. 24 West
Warsaw, NC 28398
Tel: [phone]
Fax: [phone]
September 2, 2011
NCDENR, DWQ
Aquifer Protection Section
Land Application Unit
1636 Mail Service Center
Raleigh, NC 27699-1636
Subject: Pecnut Modification
Request for
Laurinburg Truck Wash
Facility
Permit No. WQ0030
90
Scotland County i
This isa request for a permit modification for the above -mentioned facility. The first request was submitted
on February 16, 2011 and we have received nothing as to the status of this request. A copy of -this first
request letter is enclosed.
This request is.being made due to not receiving anything from your office from the first request and to
show a corrected properity line setback which was shown as a 150' setback along the. northern property line
that should be a 50' setback. A copy of the recorded agreement, (recorded in 2007), with the adjoining
landowner is enclosed. Please replace the previously submitted Irrigation System Design Parameters and
Nutrient Utilization Plan with the enclosed revised copies.
The revisions made to the in
change from. a pull to solid s
Utilization Plan was revised
parameters remained the sat
Please make the necessary c
Thank you for your
which reflects the a
If you have any questions
5363.
ition system were a recalculation of the wetted acres for pulls. 1 &'2 and a
for pull,3, now being shown as Zone 3'A and Zone 3B. The Nutrient
reflect the revisions in the Irrigation System Design Parameters. All other
to the COC and permit.
of this request. I look forward to receiving a modified COC and permit
:d changes/updates.
►g this matter, please do not hesitate to call me at [phone] ext.
CC. Murphy -Brown, LLC Files
Sincerely,
Kevin Weston, CID
Environmental Compliance
RECENEDIDENRIDWQ
1 Aquifer Protection Section
SEP 0 6 2011

9/2/2011
NUTRIENT UTILIZATION PLAN.
Owner(s):
Facility Name:-
County:
Facility Type:
Storage Structure:
Storage Period:
Application Method:
The wastewater from your, facilil
of surface water and/or groundv
reduce the amount of commerc
water is to be applied.
This nutrient utilization plan
analyzed before each applii
all plant nutrients can be bE
Murphy -Brown, .LLCi
Laurinburg Truck Wash; Fac. No.: 0030190,
Scotland
Truckwash
Anaerobic Lagoon
96-
Irrigation
must be land applied at a specified rate to prevent pollution
ater. The plant nutrients in the wastewater.should be used to
iI fertilizer required for the crops in the fields where the waste
nitrogen as the limiting nutrient. Wastewater should be
cycle. Annual soil tests are strongly encouraged so that
d for realistic yields of the crop to be grown. _
Several factors are important in implementing your nutrient utilization plan iri 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 im
cation exchange ca
3. Normally waste
year. Waste may b
less than 10 tons pe
4. Do not apply was
Either of these'conc
under DWQ regulat
5. Wind conditions
problems.
6'. To maximize the
for pollution, the wa;
30days prior to plar
disking will conserv(
as they have different infiltration rates, leaching potentials,
, and available water. holding capacities.
all be'applied to land eroding at less than 5 tons -per acre per
applied to land eroding.at 5 or more tons per acre annually, but
acre per year providing that adequate filter strips.are established.
on saturated soils, when it is raining, or when the surface isfrozen.
ins may result in runoff to surface waters which is not allowed "
also be considered to avoid drift and downwind odor
ialue.of the nutrients for crop production and to reduce the potential
to should be applied to.a growing crop or applied not more than
ing a crop or forages, breaking dormancy. Injecting the waste or
nutrients and reduce odor problems.
RECEIVED / DENR I p
Aquifer Protection Seclion . .
1 of 8 SEP 06 2011

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 forthe area receiving the
wastewater to be flexible so as to accommodate changing wastewater analysis content and crop
type. Lime 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
gal/yr
7300,OQ0
Ibs/1000gal
0.5086301
Ibs/yr
3713.00
Applying the above amout of wastewater is a big job. You should plan time and have appropriate
equipment to apply the wastewater in a timely manner.
LAND UTILIZATION SUMMARYi
The following table describes th 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: 16.8 ,
Total N Required list Year: 5444.5
Total N Required 2nd Year: 4984.3
Average Annual Nitrogen Requirement of Crops: 5,214.40
Total Nitrogen Produced by Facility: 3,713.00
Nitrogen Balance for Crops: (1,501.40)
The following table describes the1l 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.
n
2of8

rotation.Reception Area Specifications Year 1 of a 2 year crop
rFFI
e®0a®©�meeeo®oo�000
3(a) of 8

Reception Area Specifications Year 2 of a 2 year crop rotation.
ROOM imm(*9F,(rHlllllllllllllllFl-,�1jfll
3(b) of 8

This plan does not include c
available nitrogen to satisfy
nercial fertilizer. The facility should produce adequate plant
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 i i ches. 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 will 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 drillinq for best results.
CROP CODE LEGEND
Crop Code Crop Lbs N utilized / unit yield
A
Barley
1.6 Ibs N / bushel
B
Hybrid Bermudagrass - Grazed
50 Ibs N / ton
C
Hybrid Bermudagrass - Hay
50 Ibs N / ton
D
Corn - Grain
1.25 Ibs N / bushel
E
Corn - Silage
12 Ibs N / ton
F
Cotton
0.12 Ibs N / Ibs lint
G
Fescue- Grazed
50 Ibs N / ton
H
Fescue- Hay
50 Ibs N / ton
I
Oats
1.3 lbs N / bushel
J
Rye
2.4 Ibs N / bushel
K
Small Grain - Grazed
50 Ibs N / acre
L
Small Grain -Hay
50 Ibs N / acre
M
Grain Sorghum
' 2.5 Ibs N / cwt
N
Wheat '
2.4 Ibs N / bushel
O
Soybean
4.0 Ibs N / bushel
P
Pine Trees
40-lb's N / acre / yr
Acres shown in the preceding itable 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 APPLICA
The following table
1 0'
The nutrient utilization plan mi
agronomic rates. The sludge/c
prevent over application of nu -
approximately 0 pounds of pla
sludge/grit based on the rates
Plant Available Nitrogen produced per year. in 'the sludge/grit
W Amt Sludge/Grit . -Sludge/Grit Anaivsis Toi
IbsPAN/T
0
1 1�
contain provisions for periodic land application of sludge/grit•at
will be nutrient rich and. will require precautionary measures to
Os or other elements. Your wastewater facility will produce
available nitrogen per year will in the lagoon
accumulation listed above..
If you remove the sludge/grit every 5 years, you will have, approximately 0 pounds of plant
available'nitrogen to utilize. Ass l ming you apply this PAN to hybrid -bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 0 acres of land. If you apply this PAN
to com at a rate of 125 pounds per acre, you will need 0 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 sam�ling 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 designerilto ensure that an irrigation system is installed to properly
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 Scotlland of temporary storage and the temporary storage. must -
be removed on the average of o~1ce 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.
5of8
1

6 of 8

UTRIENT UTILIZATION PLAN CERTIFICATION
Name iof Facility: Laurinburg Truck Wash; Fac. No.: 0030190..
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 nd/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 DWQ
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 It 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:
Date
Name of Manager (if different from owner):
Signature:
Date
Name of Technical Specialist: M. Kevin Weston
Affiliation: Murphy -Brown, LLC.
Signature:
Address: 2822 Hwy 24 West, PO Drawer 856'
Warsaw, NC 28398
' Telephone: [phone]
Date
8of8

Laurinawe bur Truck Wash. ; f
ak lPorit.y
c.
O 00 P51p 300' WD & 11B82 GPMe
220',Lana Spacing
Solid Sete: Nelsen IGO w/0.0' Taper ao:xie
O 00 PSI; 24W WD do B1 GPM
14Wx140' Spacing
5:33 AC' -
Tie Into existing
moin fine near here
Wells
w/t00'
� TBTo
' o to
1
J
' e -
�. '9S�3g
e
AV TB
AV
TO
AV ;
s all
TB Thrust Block
AV Air Vent \— ack ► e R �►� I11 Existing Hydrant Ditch 5etb
s New Hydrant
Gate Valve
1�� T som New 0' Class 200 PVC
' A — New 4' pose 200 PVC
Z ne Setba
s
®002919 ` � �t5o Proper►y u
FSIGN
INK���
roPerty ne.

i
- IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ' .
Doc ID: 000505840002 Tvpe: CRP
Recorded: 05/11/2007 at 04:09:1I7 PM
Fee Amt: $17.00 Page 1 of;2
Scotland Countv, MG
Debra H. Holcomb Register{of Deeds
Filie# 2007--0000i1739 7 1 Q
SK 1 12 1' PG'1 O 1 -1 O V
NORTH CAROLINA
PROPERTY LINE SETBACK AGREEMENT
SCOTLAND_.COUNTY
WPC Farms hereby agrees to allow Murphy -Brown, LLC the right to continue to
irrigate there transfer truck wash water and effluent, maintaining a 50 ft. property line
setback buffer.
This property is located in Scotland -County on State, Road #1369 and being better
known as the Murphy -Brown Laurinburg Trailer Wash Facility.
If for any reason WPC decides not to continue with the 50 ft. setback agreement,
it agrees to give Murphy -Brown, LLC 90 days notice of such termination of this
agreement.
Date: S11/ _2
WPC Farms
By: Bill Carmichael
1

HCDEHR
A 1
Cvortr Carolina Department
of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
oi�ernor Director . - Secretary
January 6, 201.1
RECEIVED
201
Kraig Westerbeek, Asst. VP Environmental, Health, and Safety Compliance - u
Murphy -Brown LLC
PO Box -856 QENI-FAYETTEVILLE REGIONAL OFFICE
Warsaw NC 28398
Subject: Signature Authority Changes
Murphy Brown, LLC
Warsaw WQ0023310
White Oak WQ0014091
Rainbow WQ0013921
✓ Tarheel WQ0011360
�%�I�aunnburg QO(i3- &@
Register- WQ0014247
✓Foxfire WQ0034987
:Dear Mr. Wester-beek:
(This is in response to the letter. dated October 1, 2010 from Mr. M. Terry Coffey and subsequent emails
from you and your staff requesting signature authority additions as designated by 15A NCAC 2T .0106. ,
The signature authorities listed in your letter have been added to the appropriate permit above. Please
note that the IUP#007 permit was not changed as it is riot a part of our program.
If you have an further uesti ns lease contact me at telephone [phone].
Y Y q �P p
Sincerely,
Alice M. Wessner
Environmental Engineer.
Land Application Unit
Wilmington Regional Office
Fayetteville Regional Office
Permit Files WQ0023-10, WQ0014091 WQ0013921, WQ0011360,.WQ0030190
WQ0014247, WQ0034987
QOUI=ER PROTECTION SECTION -
1636 Mail Service Center, Raleiah, North -Caroline 27699-1636
.Location' 2725 Capital Boulevard, Raleig6, No ti Carolina 27604
Phone: [phone] ;FAX 1: 919-716-056S; FA 7 -- 4 2, �)lla
2: 9iS-.1n 60 0 t. Customer Sewice:'i-S77-6�" 6746 l " h C s=
T� O� L���.au-��E.F��...
Internet: vmk,.ncvvaterdualitv.oro a i �t 4
/ :/♦ /fa'
M-
F.n Egu'• Jppci unity' .Afii rmativs q tion Elnmove:'. . 4

From: Barber, Jim
Sent: Tuesday, November 23, 2010 2:31 PM
To: 'Kraig Westerbeek'
Cc: Barnhardt, Art; Shields, Joel; Guyton, Steve
Subject: RE: Laurinburg Truckwash
Kraig;
I just left a voice message for you concerning this'issue. As I stated in the message left, I just spoke with the central office permit
engineer and she stated that she would draift the permit for the Foxfire Trailer wash next week. She has also spoken with Katie
Elmer recently, so it appears that M-B' is bird-dogging this permit adequately.
As we discussed last week when you sent me the October NDMR and partial November NDMR, your explanation of the slight
overage in October is more than manageable and will be corrected asap once the Foxfire trailer wash permit is issue (given some
leeway in early December with respect to start-up operations at Foxfire and unforeseen issues with equipment, -staff, logistics,
etc.). As long as the slight overages at'Laurinburg don't continue into the foreseeable future (first quarter of 2011), then the,
Division is satisfied with your explanation on the October and soon to be submitted November NDMR.
While we'are on Foxfire, I presume that sometime early next year M-B intends to modify the current residuals permit to add
Foxfire as a source with the other trailer wash facilities (Tar Heel, White Oak and Laurinburg)?
On a side note, has anything been done concerning the stormwater basins at the feed mills you and I discussed in the past and
more recently I discussed with Katie Elmer during my visit to the Foxfire facility in early October? Have you had any discussions
with John Risgaard concerning the contents of the basin(s) and how they can be managed under a land application permit from
DWQ or is/does the situation best suite itself within the Division of Waste Management (Mike Scott) framework?
Steve Guyton wanted me to'inquire about an issue brought to his attention recently. Steve wishes to know if there has been
changes to bio-securitySOP's at farms relating to direction of traffic flow in and around farms. He was wondering if new
procedures have been put in place to re -direct vehicles -'on farms so as to not impede travel between different farms (i.e. visiting
two or more farms in a day and needing to address bio-security issues between said farms?). If I'm not making any sense with
this inquiry, please give Steve Guyton a calliat 910-433-3330.
if you have any questions, don't hesitate tolcall me at 910-433-3340.
Thanks
Jim Barber
From: Kraig Westerbeek rmailto:KraigWes
Sent: Monday, November 22, 2010 11:03
To:.Barber, Jim
Subject: Laurinburg Truckwash
Jim, per our phone conversation this morni
1. October NDMR report
2. November to date wash sheets
I have attached the following:
A couple of things, November's average will come more in line over the Thanksgiving time period due to some down time. _
Second, as discussed, our wash volume is l p due to more'clean' animals in our system, and Laurinburg's designation as the
'clean' trailer wash facility for this area. From a business standpoint, having more 'clean' animals is a good thing for us, however,
it does tax our permit at this facility. In anticipation of this issue, we submitted a permit application for the Foxfire Trailer wash
some time ago to the permitting unit in Raleigh. I don't know if it is staffing or what, but that process has taken much -longer than
in the past. Once received, this new facility1will take all of the excess pressure off of the Laurinburg facility. I am asking for some

r. Jim
From:
Kraig Westerbe
-Sent:
Monday, Nover
To:
Barber, Jim
`Subject:
Laurinburg Truc
Attachments:.
Complete ,Lauri
Jim, per our phone conversation this rnornir
1. October NDMR report
2. November to date wash sheets
[[e-mail]]
r 22, 2010 11:03 AM
rg Package W0030190 October 2010.x1s; donnies wash sheet nov-2010.x1s
, I have attached the following:
A couple of things, Novembe�'s average will come more in line over the Thanksgiving time period due to some down time.
Second, as discussed, our wash volume is up due to more 'clean' animals in our system, and Laurinburg's designation as the
'clean' trailer wash facility for this area. From a business standpoint, having more 'clean' animals is a good thing for us; however,
'it does tax our permit at this facility. In, anticipation of this issue, we submitted a permit application for the Foxfire Trailer wash
some time ago to the permitting unit in Raleigh. I don't know if it is staffing or what, but that process has taken much longer than
in the past. Once received, this new facility ill take all of the excess pressure off of the Laurinburg facility. I am asking for some
direction here.as it would not be a good thing for us to have to divert'clean' trailers to one of our'dirty' facilities. Thanks for your
consideration.of our issue. If you need further clarification, please let me know.
i

NON DISCHARGE WASTEWATER MONITORING REPORT
Page - of
PERMIT NUMBER: WQ0030190 MONTH: October YEAR: 2010
FACILITY NAME: Laurinburg Truckwash COUNTY: Scotland
Flow Monitoring Point: Effluent:. ❑) _ Influent: 0....................................................................
Parameter Monitoring Point: Effluent: ❑ Influent: 0 Surface_Water (SW): ❑
SW Code/Name:
Was There Effluent Flow For This Month Generated At This Facility: _ Yes:_ No: Lj
50050
00460
50060
00310
00610
00530
31616
D
A
T
E _
Operator
Arrival
Time
2400
Clock
operator
Time on
Site
ORC
on
Site?
Daily Rate
(Flow) into
Treatment
System
pH
Residual
Chlorine
BOD-5
20°C ,
NH3-N
TSS
Fecal
colifonn
(Geo-metric
Mean*) -
HRS
Y/N
GALLONS
UNITS
UG/L
MG/L
MG/L
MG/L
/100ML
1
16:00
2.5
Y
22210
F I
2
3560
!;A I
3
5370
Sub
4
-13:00
8.2
N
.27330 -
1%
5-
8:00-
13
Y
28530
-TV
6
..
30530 .
v
7
10:00
8.5.
- Y
31580 :
T141
8
7:00
11.5
N
29280,
F I
9
_6:30
8
N
11590
5r.1
_
10
6800
So]
11
29410
(" 1
12
26990
?
13
30110
W
14
29680
-Ml
15
17:30
1 1.5
Y
22590
F-1
16
0
Pi
17
2985
5,0
18
26275
rh
19
32430
?�
20
32760
W 1
21
29720,
'fN1
22
16:15
1 -2.3
Y
1 26780
F I
23
_
0
A. -
24
5120 ;
50✓
25
15:30
1 1.5 ..
N
' 28810
F_
. .
26
17:00
1 1
Y
28270
vI
_
27
13:00
' 4.5
Y
29570
W I
_
28
17:30
1.5
N
27540
TNl
29
16:15
1
Y
27140
F 1
30
2745 '
0
31
6825
Sj;
Average
20726.77
::::
i :::
#####
#
#####
##
#NUMI
Daily Maximum
32760
1 0
0
0_
0
0
0
Daily Minimum.
0
1 _0
0
0,
- 0
0
0
Monthly Limit(s)
620,000
{
Composite (C) / Grab (G)
Operator in Responsible Charge
Check Box if ORC Has Ct
Eric Ferfell Grade: SI Phone: [phone]
❑ ORC Certification Number: SI 989291
Certified Laboratories (1): I NCDA-& CS (2):
Person(s) Collecting Samples:
Mail ORIGINAL and TWO COPIES to:
ATTN: Non -Discharge Compliance Uni
DENR
Division of Water Quality
1617 Mail Service Center
RALEIGH, NC 27699-1617
20
ON U?D
%-f
(SIGNATURE OF OPERATOR IN RESPONSIBLE CHARGE)
BY THIS SIGNATURE, I CERTIFY THAT THIS REPORT IS ACCURATE
AND COMPLETE TO THE BEST OF MY KNOWLEDGE.
DENR FORM NDMR-1 (5/2003)

Page of
r
NON DISC
Facility Status:
Please answer the followil
1. Does all monitoring dat
3E WASTEWATER MONITORING REPORT
g question:
Compliant (Y,N)
and sampling frequenciesmeet permit requirements?
If the facility is non -compliant, please explain in the space below the reason(s) the facility was not in compliance
with its permit: Provide in your explanation the date(s) of the non_compliance and describe the corrective action(s)
taken. Attach additional sheets if necessarv.
This truck wash is permited 20,000Igal per day and for October 2010 this equates to 620,000 gal. This month the water
usage is 642,530 gal used and equates to 20,727'gal per day. The'truck wash at Laurinburg has been designated
"CLEAN" and as more farms ,are designated clean farms, the trucks from these farms have to be washed at this facility
only. This is part of Murphy Brown's commitment to the health of the animals. We have applied for another truck wash
permit at the Foxfire site that will also be designated "CLEAN''. When this site is available the extra trucks will be
"I certify, under penalty of law, that this document and all attachments were prepared under my direction or
supervision in accordance with a system designed to assure that all qualified personnel properly gathered and
evaluated the information submittetl. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the best of my
knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting
false information, including the possibility of fines and imprisonment for knowing violations."
(Signature of Permittee)* Date
I
Murphy -Brown LLC
(Permittee-Please print or type) I
PO Box 856
Warsaw, NC
(Permittee Address)
Parameter Codes:
John Pate
(Name of Signing Official -Please print or type)
Multiplication Transportation Manager
(Position or Title)
910=217-4307 2/28/2012
(Phone Number) (Permit Exp. Date)
01002 Arsenic _
31504
Coliform, Total
00600 Nitrogen, Total
00929 Sodium
01022 Boron
Op094
Conductivity
00630 NO2&NO3 _ _
00931 SAR
00310 BOD5
d1042 Copper,
00620 NO3
00745 Sulfide
01027 Cadmium
1,0300 Dissolved Oxygen _..
00556 Oil -Grease
70295 TDS
00916 Calcium
31616 Fecal Colifonn
WQ09 PAN (Plant Available)
00010 Temperature
00940 Chloride
o,1051 Lead
00400 pH
00625 TKN
50060 Chlorine, Total
Residual
d0927 Magnesium
32730 Phenols
00680 TOC
7i19D0 Mercury
00665 Phosphorus, Total
00530 TSslrSR
01034 Chromium
d0610 NH3asN
00937 Potassium
00076 Turbidity
00340 COD
d1067
Nickel
00545 Settleable Mailer
01092 Zinc
Parameter Code assistance
The monthly average for Fecal Cc
facility's permit for reporting data.
* If signed by other than the permittee,
be obtained by calling the Water Quality Compliance/Enforcement Unit at [phone] ext. 529.
is to be reported as a GEOMETRIC mean. Use only the units designated in the reporting
of signatory authority must be on file with the state per 15A NCAC 2B.0506 (b)(2)(D).
DENR FORM NDMR-1 (6/2003)

Month Nov-1 0 LB Sanitation,
I-N,
Day
Wash
Re wash
Avg Wash
Avg wash
w/rewash
Gallons per
day
Comments
1
42
3
716.19
.::,.668.44
30,080 tj
2
42
3
--�,-,689.76 ,,-,
28,970
'L&M pumping
3
40
2
742.75
:70T8
29,710
7/10" rainfall
4
45
4
580.22
532.8.6
26,110 Tj+
5/10" rainfall
-5
41
0
J3'59JQ-;
27,050 F
2/10" rainfall
6
19
0
' 652.89,
652.89
12,405 5A
2/10" rainfall
7
9
0
--6-45-.GG--
7-64 S-.-GO—..
—5-,8.0"5-5j-
8
46
3
599.18-
562.45.
27,560
L&M pumping
9
36
4
735.83,1
715.95-
26,490
L&M pumping:
10
33
1
986.86
#REF!
32,550
11
40
1
896.25
-874.39
35,850
12
41
1
444.1,5
57
18,21:0 F
13
26
0
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; 691 87 666.73
458-,71�0

Beverly Eaves Perdue
Governor
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Coleen H. Sullins
Director
March 10, 2010
Mr. Kraig Westerbeek, Vice President EHS - Compliance
Murphy -Brown, LLC
P,O. Box 856
Warsaw, North Carolina 28398
Dear Mr. Westerbeek:
Dee Freeman
Secretary
RECEIVED / DENR / DWQ
Aquifer Protection Serlion
MAR 16 2010
Subject: Permit Extension
Permit No. WQ0030190
Laurinburg Truck Wash
Wastewater Irrigation System
Scotland County
On August 5, 2009, Session Law 2009-406, entitled "An Act to Extend Certain Government
Approvals Affecting the Development of Real Property Within the State," was enacted by the General
Assembly and signed into law. The Act, known as the Permit Extension Act of 2009, extends the
expiration date of certain government approvals and permits. For additional information, the following
website ( http:/portal.ncdenr.org/web/wq/aps/lau#extension ) can be viewed to address this statute and
affected DWQ permits.
Non -discharge permit, WQ0030190, issued by the Division of Water Quality falls within the
scope of this Act and is therefore being extended until 28 February 2015. Please note per your permit, a
renewal application must still be submitted six months in advance of the extended expiration date. If
Murphy -Brown, LLC needs to modify, upgrade, retrofit infrastructure at this facility which would require
modification of the permit; a permit application can be submitted for review and the necessary modified
permit issued.
If you have any questions regarding this letter, please contact Division staff in the Fayetteville
Regional Office at [phone] or Central Office at [phone]. Thank you in advance for your
cooperation.
Sincerely,,
o-1 Awafl__
Jim Barber
Aquifer Protection Section
cc: Fayetteville Regional Office, Aquifer Protection Section
WQ0030190 Permit File
WQ0030190 Notebook File
Scotland County Health Department
Technical Assistance and Certification Unit
AQUIFER PROTECTION SECTION
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Location: 2728 Capital Boulevard, Raleigh, North Carolina 27604 One
Phone: [phone] FAX 1: 919-715-0588; FAX 2: 919-715-60481 Customer Service: 1-877-623-6748 Noftb Carolina
Internet: www.ncwaterquality.M a iJj/
�ahtral/_ J
An Equal Opportunity 1 Affirmative Action Employer J �/ i `

0
Barber, Jim
From: Barbee, Jima
Sent: Tuesday, November 24, 2,0®9 , PM
To: 'Kraig Wes erbeel
Subject: Laurinburg I W mtg
Attachments: MVC-220S.JPG; MVC-221S.JPG
Kraig;.
Meet with Dave Nordeen (sp??) concerning the removal of the vegetative mat from the lagoon at th"e Laurinburg truck
wash ("LTW) on Monday morning, 'along with the site operator and contractor. After looking at the situation and
discussions with the contractor that will perform the work, the following was considered:
1. Remove vegetation and place on the north berm for dewatering and drying;
2. Once material has dried, place in manure type spreader to be land applied to row, crop field located -at entrance
to the site
3. Use the "N" value of the current residuals stockpiled at the site to be land applied for the vegetative material
4. Calculate "the "N" value based upon the volume of dried vegetativematter to be land applied"
5. Incorporate into the soil to further chop/shred/pulverize the vegetative matter for nutrient management
6. Once material has dried and is land applied, reseeded lagoon berm to original condition
The contractor wanted to cut some small ditches on top of the lagoon berm for dewatering. I wasn't in favor of this since
any alteration of the berm would constitute modification and.therefore require some sort of permit mod. An alternative
to this would be to use on -site hay bale rolls to form a berm to which the vegetative material could be stored and place
wood shavings at the base of the hay bales to minimize liquid migration outside of the lagoon and promote liquid -flow
back to the lagoon. Once contractor haI completed vegetation removal from the lagoon, repair any soil disturbance in
the lagoon slope (from equipment tracks) by raking in bentonite and allowing to hydrate from soil moisture and lagoon
liquid.
I will be in the office on Monday 30 November and Tuesday 1 December for most of the day. Once you have had the
opportunity to speak with "Dave and digest this email, give me a call (9.10-433-3340) at your convenience to discuss.
Jim Barber

i
J C O / C,—IA/f_J
GAVP-1-02V 2-6-77.tJ
;- Barber, Jim
From: Kraig Westerbeek [KraigWesterbeek@ urphybrownllc.com]
Sent: 3uesday S�ptember 08^217n9i` 1'� PM
To: Barber, J'im, Shields; Joel; Honeycutt, Tony; Barnhardt, Art
Subject: RE: Truck Wash Lagoon Residuals
W &07) 301?
Jim, as an update, I have contracted with Graham Environmental Consulting to complete the soils work necessary to
complete the residuals land application package requested. He has completed a preliminary review of several sites and is
preparing his final soils report now. I will advise when this permit application has been completed and is sent in. Thanks.
Kraig Westerbeek
Murphy Brown LLC
Assistant Vice President
Environmental, Health,
and Safety Compliance
910-293-5330 phone
910-293-3138 fax
From: Barber, Jim [mailto:[e-mail]]
Sent: Monday, August 17, 2009 5:01 PM
To: Kraig Westerbeek; Shields, Joel; Honeycutt, Tony; Barnhardt, Art
Subject: Truck -Wash Lagoon Residuals
Kraig;
Following up on our recent emails and phone calls concerning the removal of residuals from M-B truck wash lagoons in
Bladen County and Scotland County. Attached are past and recent emails concerning the management of residuals from
truck Wash lagoon clean -outs. Recently AP staff visited the Laurinburg TW and found the same activity recently
encountered at the Tar Heel TW; lagooln residuals being removed, dewatered, belt/screw pressed and stockpiled
adjacent to the facility spray irrigation field(s).
Based upon past email correspondenc
application permit for the managemer
M-B truck wash facilities (i.e. White Oi
Section, Land Application Unit? I.f a pe
the necessary permit documents to M
truck wash lagoons. As discussed'with
under the Attachment "A") can be ind
truck wash facility can be in multiple c
lieu of having to have individual permi
to land application on defined fields. li
storm water basins at other M-B/.Smit
has Smithfield prepared and submitted an application package to receive a land
t of the current dewatered residuals and future residuals generated by the three
k, Tar Heel and Laurinburg in the Fayetteville region) to DWQ Aquifer Protection
mit application package has not been submitted to date; Smithfield should submit
IQ-APS-LAU by 1 October 2009 to address the management of residuals from the
/ou and more recently with Katie Elmer, all of the truck wash lagoons (sources
ided in one land application permit. The application fields identified for each
writies and identified in the Attachment "B" part of the land application permit in
s for each truck wash. Residuals from each source will need to be sampled prior
other sources of materials need to be land applied (i.e. grit/solids/corn etc. from
field facilities, as discussed with Katie Elmer); then these other sources can be
identified for land application under the residuals permit.
Alternatively, the dewatered residuals
such as McGill or a compost facility pe
disposed of in the respective county o
permitted regional landfill such as San
(that has a expanded service area or p
can be managed by a properly permitted compost facility (permitted by DWQ
rmitted by the Division of Waste Management). Also, the residuals could be
rgeneration (transfer stations in Bladen and Scotland County) or direct hauled to a
pson County Disposal in Roseboro, NC or Uwharrie Environmental in Troy, NC
pssibly Robeson County if it has a service area that includes Bladen and Scotland).

-� If you have any questions concerning thhis issue, please contact me by email or phone [phone]). If it would be
beneficial to meet here in Fayetteville to discuss your permit application prior to submittal (if one hasn't been submitted
recently), please let me know a date and time that would work for you.
Thanks for your attention to this matter.
Jim Barber
i
2

i
AUA_
NC®ENR
North Carolina Department of Environment and -Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins' Dee Freeman
Governor Director Secretary
August 3, 2009
Katie A. Elmer
Murphy -Brown, LLC
PO Box-759
Rose Hill NC 281458
SUBJECT: July 29, 2009/Field Audit Inspection Inspection
Murphy -Brown, LLIIC
Laurinburg Truckwash
Permit No: WQ003�0190
Scotland County
Dear Ms. Elmer:
Enclosed please find a copy of, the Flield Audit Inspection Inspection forrn from the inspection conducted on July
29, 2009. The Field Audit Inspection Inspection was conducted by Joel S. Shields of the Fayetteville Regional
Office. The facility was found to be in Compliance with permit WQ0030190.
Please refer to the enclosed inspection report for additional observations and comments. If you or your staff have
any questions, please call me at (910) 433=3332.
Sincerely, '
Joel S. Shields
cc: Michael Richard Ammons, ORC
Central Files
Fayetteville Files
NorthCarolina
Xaturally
N h C 1' DW /A 'f P t le 225 G St / S 't 714 F tt "11 NC 28301 Ph (91 AN 433 3300
ort aro ma Q qua er ro ecuon ection reen . ui a aye evi e, one
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 -

Compliance Inspection Report
Permit: W60030190 Effective: 03/23/07 Expiration: 02/27/12 Owner: Murphy -Brown, LLC
SOC: Effective: Expiration: Facility: Laurinburg Truckwash
County: Scotland 19189 Old Lumberton Rd
I �
Region: Fayetteville
Laurinburg NC 28352
Contact Person: Katie A Elmer Title: Phone: [phone]
Directions to Facility:
System Classifications:
Primary ORC: Michael Richard Ammons Certification: 988713 Phone: [phone]
Secondary ORC(s):
On -Site Representative(s):
i
Related Permits:
Inspection Date: 07/29/2009 Entry Time: 10:00 AM Exit Time: 11:30 AM
Primary Inspector: Joel Shields Phone:
- I
Secondary Inspector(s):
Reason for Inspection: Routine
Permit Inspection Type: Surface Irrigation
Facility Status: Q Compliant �■ Not Compliant
Question Areas:
Miscellaneous Questions End Use -Irrigation
i
(See attachment summary)
- Inspection Type: Field Audit Inspection
Page: 1

Permit: WQ0030190 Ownei- Facility:. Murphy -Brown, LLC
Inspection Date: 07/29/2009 Inspection Type: Field Audit Inspection Reason for Visit: Routine
Inspection Summary:
Arrived on site and found lagoon;was being cleaned out by T&S Farms. Sludge was being belt pressed and hauled to
spray irrigation field for storage. �,NC DWQ has spoken with Craig Westerbeek since last year corresponding through
email, letters, and phone calls informing Mr. Westerbeek that he needs to apply for a land application permit, take the
material to a landfill, or to McGill. The'contractor stated he had had been working on site for approximately 2 weeks and
had about 1 week to go to finish the project. I instructed the contractor to make sure the sludge being stockpiling was
covered with plastic or a tarp so that run off does not occur.
Mr. Westerbeek needs to apply for a land application permit, haul the sludge from Tar Hill Truck Wash and Laurinburg
Trcuk Wash to a landfill, or McGill. This material CANNOT be spread on the spray irriagation fields.
i

Permit: WQ0030190
Inspection Date: 07/29/2009
- Facility: Murphy -Brown, LLC
ion Type: Field Audit Inspection
Type
Infiltration System
Reuse (Quality)
Single Family Spray, LR
Activated Sludge Spray, HR
Activated Sludge Spray, LR
Recycle/Reuse
Activated Sludge Drip, LR
Single Family Drip
Lagoon Spray, LR
End Use -Irrigation
Are buffers adequate?
Is the cover crop type specified in permit?
Is the crop cover acceptable?
Is the site condition adequate?
Is the site free of runoff / ponding?
Is the acreage specified in the permit being utilized?
Is the application equipment present?
Is the application equipment operational?I
Is the disposal field free of limiting slopes,?
Is access restricted and/or signs posted during active site use?
Are any supply wells within the CB?
Are any supply wells within 250' of the CB?
How close is the closest water supply well?
Is municipal water available in the,area?
# Info only: Does the permit call for moni oring wells?
Are GW monitoring wells located properly w/ respect to RB and CB?
Are GW monitoring wells properly-constrl cted, including screened interval?
Are monitoring wells damaged? ,
Comment:. See summary.,
Reason for Visit! Routine
Yes
No
NA
NE
nEj
n
n
n
-
❑
Yes
No-.
NA
NE
■
❑
❑
❑
■❑nri
■
❑
❑
❑
■
El
❑
❑
■❑❑n
■0Cln
■O.nn
�O❑❑
■
❑
❑
❑
❑❑❑■
■nnn
❑❑❑■
h
❑
O
■
O-
❑
❑
■
❑
q❑■❑
Page: 3

4 . . r - .
Beverly Eaves Perdue
Governor .
J
i
North Carolina
i
i
NC®ENR
Department of Environment and Natural Resources
Division of Water Quality .
Coleen H. Sullins
Director
August 3, 2009
Dee Freeman
Secretary
-Mark T. Cacciatore
Campbell Soup Supply Company L.L.C.
2120 NC 71 Hwy_N
Maxton NC 28364
SUBJECT: July 29, 2009/Field Audit Inspection Inspection
Campbell Soup Supply Company L.L.C.
Maxton Plant and Silgan Can Company WWTP
Permit No: WQ0003626
Robeson County
Dear Cacciatore:
Enclosed please find a copy of the Field Audit Inspection Inspection form from the inspection conducted on Luly
29, 2009. The Field Audit Inspection Inspection was conducted by Joel S. Shields of the Fayetteville Regional
Office: The facility was found to b i in Compliance with permit WQ0003626.
Please refer to the enclosed inspecti
any questions, please call the at (91
I
1
cc: Hope Atkinson Walters, ORC
Central.Files
Fayetteville Files
- I
North Carolina DWQ/Aquifer Protection Sectioi
FAX [phone]
An Equal Opportur
- I I
on report for additional observations and comments. If you or your staff have .
D) 433-3332. ,
Sincerely,
Joel S.Shields
NorthCarolina
Natumily
225 Green St./ Suite 714 Fayetteville, NC 28301 Phone [phone] ,
Internet: h2o.enr.state.nc.us Customer Service 1-877-623-6748
,ffirmative Action Employer— 50% Recycled/10% Post Consumer Paper

Re: [Fwd: Re: Laurinburg truck wash/Murphy-
Subject: Re: [Fwd: Re: Laurir
From: Kim Colson <Kim.Col
Date: Tue, 26 Jun 2007 16:31
To: Art Barnhardt <Art.Barnh
Art - actually Duane works in
SFR now that OW lost her EE
other permit, this is, my issue -
Art Barnhardt wrote:
I
Details aside ... Jim has not 1
you know that from my`vie
not working with RO staff.
only heard one side of the s
On another issue, WQ0009
are getting some frustrated
that and move it along if of
Duane review I think.
Thanks
Art13.
urg truck wash/Murphy-Brown]
[e-mail]>
1 -0400
animal unit -(now under Todd) but he helps out around (doing many
position during'the last reorg),. Iywill investigate with Todd. On the
ust need to pick it. back up:
and back from Duane Leith to discuss these' issues. I wanted to let
point, there may be a performance issue -brewing here with Duane
don't want to judge too quickly since he is your employee and I have
rv. •
permit issuance has been in limbo for quite a long while now. We
edback from the permittee (Grady). Can you evaluate'the.status of
•opriate or�get us some feedback on how to move it. This is also a
Subject:
Re: Laurinburg truck ash/Murphy-Brown
From: Jim Barber <Jim.Barber(a,ncmail.net>
Date: Tue, 26 Jun-2007 10:53:00 -0400
CC: Duane Leith <duane.leith(a)ncmail.net>, Joel Shields <Joel.Shields(-,ncmail.net>, Ed
Hardee <Ed.Hardee(a,ncmail.net>, Art Barnhardt <Art.'Barnhardt(a,ncmail.net>
Duane;
The FRO received a corrected page two for permit WQ0030190 on Monday. 25 June 2007. A
couple of questions arose aftl r reading the corrected page two;
1. In the corrected page; two,
condition II.9,address the P.,
respectively. The permit isst
fall/winter cover crop of 50A
fall/winter crop. Is the typic�
application rate for the year,
2. As indicated below in my
allowed for al 2" free board
free board, "is this correct or
)erniit condition II.8 was clarified for application rate and permit,
N loading rate correction from 3'713#/ac to 375# and 2454
;d on 23 March 2007 didn't indicate a P.A.N loading rate for a
ac nor does the current corrected page two indicate a loading rate for
fall/winter crop nutrient of 50#/ac included with the 375# and 245#
.1 earlier, the free board level in the 23 March' 2007 permit
nit condition If 13). The corrected page two still indicates a 12"
this need to be' revised to reflect the normal 24" freeboard
C
1 of 3 6/26/2007 5:33 PM

Re: [Fwd: Re: Laurinburg truck
allowed for lagoons at non-
3. Permit WQ0030190 issu,
90 days of permit issuance i
A. Permit condition II.19 -
B. Permit condition II.19 -
C. Permit condition II.20 -
solids in the storage lagoon
facilities?
on 23 March 2007 has three requirements that need to be met within
21 June 2007);
wide a revised buffer map
vide a revised irrigation map
vide a residuals management plan for the "removal and disposal of
Have you received any or all 1 f the required information from Murphy -Brown to address permit
conditions II.19 and I1.20? If not please respond as soon as possible so the appropriate action can
be taken by the FRO concerning permit condition violations.
4. Permit condition II.14 reg
within 60 days (by 22 May
M-B/Laurinburg truck wash
installed. The FRO will,addi
items in inquiry #3 above if
5. During the brief site visit
2 contain a established berm
245#/ac of P.A:N. for field I
the time frame that the perm
for a McColl soil (with corn
is108#/ac (if R.Y.E is utiliz(
permit states 375#/ac with tl
rates when reviewing the an
;s that a wastewater level gauge be installed in the storage lagoon
7). On 22 June 2007, Joel. Shields and I were in the. vicinity of the
d.briefly visited the site. No apparent lagoon marker has been `
this with the appropriate NOV, but would like to include the
items requested haven't been submitted.
122 June, it was noted that Field #3 was planted in corn. Fields 1 &
is pasture. Question, relating to the application rate specified of
is this permit issued under the umbrella of the old 2H rules due to
application was.received (6 April2006) since the nutrient loading
assumed to be grain variety) under the Realistic Yield Expectancy
under 2T)? Also for fields 1 & 2 that contain the bermuda pasture,
R.Y.E value at 173#/ac? Just want to make sure of the application
ial report in 2008.
6. In reviewing the truck wash permits for M-B in Bladen County, i:e. WQ0011360 and
WQ0014091, both facilities have groundwater monitoring wells placed at the spray irrigation
fields. Will, the Laurinburg facility have monitoring wells? and has a site plan with hydro
evaluation been or will be submitted in the future -for monitoring purposes?
Thanks.for your time in revi
soon as possible concerning
been received we can includ
Laurinburg truck wash.'
Jim Barber
Jim Barber wrote on 19 A
Duane;
The Fayetteville Regionz
truck. wash. In reviewing
1. Page 2 under Section
wing this information. If you would email Joel shields or myself as
ie status of the required items in inquiry #3 above, so if they haven't
them in a action letter to be written to M-B for deficiencies at the
2007:
Office (FRO) recently received the permit for the M=B Laurinburg
us permit a couple of questions arose:
(9) - A P.A.N loading rate for Nitrogen is listed at 3713
2 of 3 I 6/26/2.007 5:33 PM

Re: [Fwd: Re: Laurinburg truck
I
lbs/acre. Is -this a error?
different loading rates in
2T rules require specific
2. Page 2 under Section
freeboard verses 12" as
3. Nutrient Utilization I
page having a storage p
than 180 days; which'p,
page 7 of 11, it would a
version of page 1 of 11.
is a P.A.N loading rate needed in the conditions. since there are
per parts of the document for different crops to be grown, since the
ding rates due to Realistic Yield Expectation (R.Y.E)??
ondition (13) - Should this condition not read 24" of lagoon
d?
(N.U.P) section - There are two pages for "page 1 of 11" with one
,d listed as 96 days and the other with a storage period of greater
is correct. Based upon statements made in the N.U.P, specifically
ar that the 96 day storage capacity of the lagoon is the correct
4. N.U.P pages 3(a) and 3(b). Which page is the correct�one to utilize for crops to be grown
and for "N" application rates? Also, on page 3(a) the second crop information for "pull 3"
indicates a wheat crop with a second crop application rate of 120 lbs/acre for "N". Is this
correct or .should this, be d anged to 50 lbs/acre of "N" for the second crop since second crop
applications rates for permitted non -discharge facilities have traditionally been limited to 50
lbs/acre no matter what the crop to- be applied to or on??
Finally, since this facility
other truck wash facilities
Thanks for the help. If yoi
Jim Barber
Kim Colson <kim.col
Land Application Unit
Aquifer Protection Section,
a animal waste type facility; will this type of permit be typical for
n the FRO region, i.e. Tarheel and White.0ak?
have any questions please give me a call at 910-433-3340.
'D,ncmail.net>
ision of Water Quality
3 of 3 1 6/26/2007 5:33 PM

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I
Re: Laurinburg truck wash/Murphy-Brown
Subject: Re: Laurinburg buck
From: Jim Barber <Jim:Barbe:
Date: Tue, 26 Jun 2007 10:53:
CC: Duane Leith <duane.ieithi
<[e-mail]>,' Art
i
Duane;
tsh/Murphy-Brown
ncmail.net>
-0400
.net>, Joel Shields <[e-mail]>, Ed Hardee
It <[e-mail]>
The FRO received a corrected page two for permit WQ0030190 on Monday 25 June 2-007.
A'couple of questions arose after reading the corrected,page two:.
i
1. In the corrected page two, permit condition II..8 was clarified for application
rate and permit condition 11.9 address the P.A.N loading rate correction from
3713#/ac to 375# and 245# respectively. The permit issued on 23 March 2007 didn't
indicate a P.A.N loading Fate for a fall/winter cover crop of 50##/ac-nor does the
current corrected page two indicate'a loading rate for fall/winter crop. Is the
typical fall/winter crop nutrient,of 50#/ac included with the 375# and 245#
application.rate -for the year?
2. As indicated below'in
permit allowed ;for a 12"
two still indicates a;12"
revised to reflect the no
facilities?
3: Permit WQ0030190 issue
met within 90 days of.,per
A. Permit condition II.19
B. Permit condition II.19
C. Permit condition II.20
disposal of solids in',the
Have you received any;or
address permit conditions
possible so'the appropria
condition violations.!
4. Permit condition II.14
the storage lagoon within
and I were in the'vic nit
the site. No apparent lag
with the appropriate NOV,
the items requested haven
S. During the brief site
corn. Fields 1 &'2'contai
application rate specifie
under the umbrella of;the
application was received
(with corn _ assumed to b
is108#/ac (if R.Y.E is ut
bermuda pasture, permit s
make sure of the applicat
y email earlier, the free board level in the 23 March 2007
red board (permit condition 'II.13). The corrected page
free board, is this correct or does this need to be
mal 24" free board allowed for lagoons at non -discharge
on 23''March 2007 has three requirements that need to be
it issuance (by 21 June 2007);
- provide a revised buffer,map
- provide' a revised irrigation map
- provide a residuals management plan for the removal and
storage lagoon
11 of, the required information from,Murphy.Brown to
II.19'and II.20? If not please respond as soon as
e action can be taken by the FRO concerning permit
requires that a; wastewater level'gauge be installed 'in
60 days (by,-22 May 2007). On 22 June 2007, Joel Shields
of -the M-B/Laurinburg truck wash and briefly visited
on marker has been installed.. The FRO will address this
but would like to include .the items in inquiry #3 above if
t been submitted.
isit on 22 June, it.was noted that Field #3 was planted in
a established bermuda pasture. Question relating to the
of 245#/ac of P.A.N. for'field'#3; is this permit issued
old 2H rules due.to the time frame that the permit
6 April 2006) since the, nutrient loading fora McColl soil
grain variety) under the Realistic Yield Expectancy -
lized under 2T)? Also for fields 1 & 2 that contain the
ates 375#/ac with'the R.Y.E value at i73.#/ac? Just,want to
on rates when reviewing the annual report in 2008.
6. In reviewing the truck wash permits for M-B in Bladen County, i.e. WQ0011360 and
WQ0014091, both facilities have groundwater monitoring wells placed at the spray
irrigation fields. Will the Laurinburg facility have monitoring wells? and has a
site plan with hydro evaluation been or will be submitted,in the future for
monitoring purposes? j
Thanks for your time in reviewing this information. If you would email joel shields
or myself as soon as possible concerning the status,of the required items in inquiry
#3 above, so if they haven't been received we can include them in a action letter to
be written to'M-B for; deficiencies at the Laurinburg truck wash.
1 of 21 6/26/2007 10:53 AM `

Re: Laurinburg truck wash/Murphy-Brown
Jim Barber
(
Jim Barber wrote on 19',April 2007:
Duane; I
.The Fayetteville Regional Office (FRO) recently received the permit for the M-B
Laurinburg truck wash. In reviewing this permit a couple of questions'arose:
1. Page 2 under Section II/Condition (9) A P.A.N loading rate for Nitrogen is
listed at 3713 lbs/.acre.lIs this a error? and is a P.A.N loading "rate needed in
the conditions since,there are different loading rates in'other parts of the
document for different crops to be grown, since the 2T rules require specific
loading rates due to,Realistic Yield Expectation (R.Y.E)??
2. Page 2 under Section II/Condition (13) - Should this condition not read 24'1 of
lagoon freeboard verses i2" as listed?
3. Nutrient Utilization Plan (N.U.P) section 7 There are two pages for "page 1 of
11" with one page having a storage period listed as 96 days and the other with a
storage period of greater than 180 days; which page is correct. Based upon
statements made in the N.U.P, specifically page 7 of 11, it would appear that
the 96 day storage capacity of the lagoon is the correct. version' of page 1 of
4. N.U.P pages 3(a) and 3(b). Which page is the correct one -to utilize for crops
to be grown and ford"N" application rates? Also, on page 3(a) the second crop
information for "pull 3" indicates a wheat crop witha second crop"application
rate of 120•lbs/acre for "N". Is this correct or should this be changed to 50
lbs/acre of "N" for -the second. crop since second crop applications rates for
permitted non -discharge facilities have traditionally been limited to 50
lbs/acre no matter what the crop to be applied to or on??
Finally, since this'facility is a animal waste type facility; -will this type of
permit be typical for other truck wash facilities in the FRO region, i.e. Tarheel
and White Oak? i
Thanks for the help If
910-433-3340.
Jim Barber
have any questions please give me a call at
2 of 2 ! 6/26/2007 10:53 AM

Laurinburg truck wasb/Murphy-Brown
Subject: Laurinburg truck w�
From: Jim Barber <Jim.Bart
Date: Tliu, 19 Apr 2007 09:2
To: Duane Leith <duane,'leitl
<[e-mail]>
Duane;
The Fayetteville Regiona
Laurinburg truck wash. I
51 -0400
-Brown
Joel Shields <Joel:[e-mail]>, Ed Hardee.
Office (FRO)- recently received the permit for the M-B
reviewing this permit a couple of ',questions arose:
1. Page 2 under Section iI%Condition (9) - A P.A.N loading rate for Nitrogen is,
listed at 3713 lbs/acre.�Is this a error? and is a P.A.N loading rate needed in the
conditions,since there are different loading rates in other parts of the document
for different crops to be grown, since the 2T rules require specific loading rates
due to Realistic Yield Expectation (R.Y.E)??'
2. Page 2 under.Section I1I/Condition.(13) - Should this condition not read 24" of
lagoon freeboard verses 12" as listed?...
3. Nutrient Utilization (Plan (N..U.P) section.- There are two,.pages for."page 1 of
11" with one page having Ia storage period'listed'as 96 days and the other with a
storage period of'gre'ater than 180 days; which page is correct. Based 'upon
statements made in the NIU.P, specifically page-7 of.11, it would appear that the
96 day storage capacity of the lagoon is the correct version of page 1 of 11.
4. N.U.P pages 3(a) and 3(b). Which -page is the correct one to.util:ze for -crops -to
be grown and for "N"'application rates? Also, on;page 3(a) the second crop
information for "pull 3" indicates a wheat'crop with a second crop application rate
of 120 lbs/acre for "N". Is this correct or should this be changed to 50-1bs/acre
of "N" for the second crop since second crop. applications rates for permitted
non-dis"charge facilitiesihave traditionally been limited to 50 lbs/acre'no matter
what the crop to be .applied to or.on??
Finally, since this facility is a animal waste type -facility; will this type of
permit be typical. for other truck wash facilities in the FRO region,'i.e. Tarheel
and White Oak?
Thanks for the help. If
910-433-3340.
i
Jim Barber
have any questions please give me a call at
4
5/16/2007 4:00 PM

N
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
June 21, 2007
Mr. Jeff Turner I JUN 2 5 20O C
Murphy -Brown, LLC
PO Box 856 DEER FA'rt�ii'--�.1LLCRECiCf'it i.C�FlGE II
Warsaw, North Carolina 28398
Subject: Permit No. WQ0030190 Correction
Latrinburg Truckwash
Wastewater Spray Irrigation
Scotland County
Dear Mn Turner:
In accordance -,with an email >jequest received on April 10, 2007, we are forwarding herewith the
corrected page 2 of Permit No. WQ0030190, issued March 23, 2007, for the subject facility.
i
The following corrections have been made to the permit:
Permit Condition H.8 has been revised to clarify that the term "instantaneous application rate"
refers to an hourly average rate of wastewater irrigation.
Permit Condition II.9i has been corrected to show the cumulative annual PAN loading rate per '
acre for each field instead of a cumulative loading for the total of all fields which was.; -
erroneously specified as a loading rate per acre.
Please replace Page 2 with the corrected Page 2 in Permit No. WQ0030190, issued March 23, 2007.
If you have any questions regarding; this request, please do not hesitate to contact Mr. Duane Leith by
email at duane.leith@ncmail net or 'by phone at [phone]: Thank you for your cooperation.
Sincerely
or Coleen H. Sullins
PC:
Kraig Westerbeek
APS Central Files
APS Files
NoorthCarolina
Nahmally
Aquifer Protecti=Section 1636 Mail Service Center Raleigh, NC 27699-1636 Telephone: [phone]
Internet: www.ncwaterguality.org Location: 2728 Capital Boulevard Raleigh, NC 27604 Fax•1: [phone]
Fax 2: [phone]
An Equal Opportunity/Affirmative Action E 1 ployer— 50% Recycled/10% Post Consumer Paper Customer Service: [phone]

c) , 100 feet between wetted area and wells,
d) 100 feet between wetted area and drainageways or surface water bodies,
e) ' 50 feet between wetted area and public right of ways,
f) 100 feet between wastewater treatment units and wells, and
g) 50 feet between wastewater treatment units and property lines. -
i•
These buffers are not intended to prohibit or prevent • modifications, which are , required by the
Division, to improve performance of the existing treatment'facility. These buffers do, however, apply .
to modifications of the treatment. and disposal facilities which are for the purpose of increasing the
flow that is tributary to the facility. These buffers do apply to any expansion or modification of the
spray irrigation: areas and apply in instances in which the sale of property would cause any of the
buffers now complied with, for -the treatment and disposal facilities, to be violated. The applicant is_
advised that any, modifications to the existing facilities will require a permit modification.
II. OPERATION AND MAINTENANCE REQUIREMENTS
1. The.facilities shall be properly maintained and operated at all times.
2. Upon classification o' the wastewater treatment and spray 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. Irrigation shall not be performed during inclement weather or when the ground is in a, condition, that
will'cause runoff.
4. Adequate measures shall betaken to prevent wastewater runoff from the spray field.
5.. 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.
6. Soil pH on all land application fields must be maintained in the optimum range for crop production.
7. The attached Waste Utilization Plan (WUP) is hereby incorporated by reference into .this Permit. Any
modifications to the WUP shall require modification of this permit.
8. ; The application rate shall not exceed a cumulative loading of 57.0.1 inches over any twelve (12)
month period at an ``instantaneous" (hourly. average) application rate not to exceed 0.50 inches per
hour on fields 1 and 2 (pulls 1 and. 2) and not to exceed 0.40, inches per hour on field (pull) 3.
9. The application of plant available nitrogen (PAN) shall not exceed a cumulative loading of 375 lbs
per acre per year on fields 1 and 2. The application of plant available nitrogen (PAN) shall not
exceed a cumulative loading.of 245 lbs per acre per year on field 3.
10. No type of wastewater other than that from the Laurinburg Truckwash shall be sprayed onto the
irrigation area.'
11. No traffic or equipment shall be allowed on the disposal area except while installation occurs or while
normal maintenance is, being performed.
II Public access to the land application sites shall be controlled during active site use. Such controls
may include the posting of signs showing the activities being conducted at each site.
13. Freeboard in the storage pond shall not be less than 12 inches at any time.
Revised June 21, 2007 I 2 J

�OF W A TF90 !
r
> �.
April 5, 2007
CERTIFIED MAIL,
Michael F. Easley, Governor
William G. Ross Jr., Secretary .
North Carolina Department of Environment and Natural Resources
Paul E. Rawls, Chairman
Water Pollution Control System Operators Certification, Commission
APR .1' 3 2007 - j
Mr. Jeff Turner DENR-fAYETiFutiEREGIgOM Art7r
Murphy=Brown, LLC-
PO Box.:856
Warsaw, NC 28398
Subject: Classification of Water Pollution Control System
Facility: Laurinburg Truckwash,
Permit #: WQ00301910
County: Scotland „
Dear Mr.'Turner:
In accordance with North Carolina General Statute. 90A-37, the Water Pollution Control
System Operators -Certification Commission -is required`to'classify all water pollution control,•
systems.' The ' Commission hereby classifies • the subject facility as a Surface Irrigation
System effective today. In accordance with 15A NCAC 8G :D20.1 and, your permit, you must
designate one • Operator in Responsible Charge. (ORC) and one or, more, back-up `operators
.who possess active Surface (Spray) Irrigation System Operator certifications. ;
You must, complete', and return the enclosed designation form tothis .office'`by,
August 6;. 2007. •The form must be signed by• the ORC, ,the backup ORC(s), and you or'..,
your designee. You, may designate yourself and/or employees .to be the ORC and back-up
operator(s), or you' may engage'a, contract operations firm .to perform these services. All
operators, designatedi as ORC or back-up operators must`, possess' active Surface (Spray)
Irrigation System Operator certificates.
If construction of your system is incomplete or has not yet begun, you must .notify this
office, /n writing, of an anticipated, startup date and your plans for obtaining and' designating
the required certified operators. Please note that failure., to designate a properly •certified
ORC and ,backup operator,' 60 days prior to the introduction of waste into' the system is a
violation of Rule 15A NCAC 8G .0201(3)(6).
A Spray Irrigation System Operators Training School is being offered May 7-10, 2007, at
the .McK!mmon 'Center lin Raleigh.. School registration information,- an examination
application, and a list of contract- operators are enclosed: ' t
Technical Assistance & Certification Unit
1618'Mail Service Center, Raleigh, NC 27699-1618
An Equal Opportunity Actic'n Employer,
LUtNK
Internet:. hftp://h2o.enr.sta'te.n6.us1tacu
Telephone. [phone] '.'Fax [phone]
50% recycled/1"0% post -consumer paper
o No Carolina
�QfllCQ�r'l� .

Mr. Jeff Turner
WQ0030190
Page Two
If you have questions' concerning this requirement, please contact Beth Buffington at
[phone], extension 313, or [e-mail].
Sincerely,
Jerry Rimmer, Supervisor
Technical Assistance and Certification Unit
Enclosures
CG:-FayettevrlleYRegio:nal Office; D.WQ-Aquifer-=Protection Section
,-4bw APS Central"Files
DWQ LAU Files
DWQ TACU Facility Files

A r�n5 Q Michael F. Easley, Governor
William G. Ross Jr., Secretary
C North Carolina Department of Environment and Natural Resources
�] Alan W. Klimek, P.E., Director
Division of Water Quality
March 23, 2007
Mr. Jeff Turner
Murphy -Brown, LLC
PO Box 856
Warsaw, North Carolina 28398
Subject: Permit No. WQ0030190
Laurinburg Truckwash
Wastewater Spray Irrigation
Scotland County
Dear Mr. Turner:
In accordance with your permit application received April 6, 2006, and subsequent additional information
received April 21, 2006, we are forwarding herewith Permit No. WQ0030190, dated March 23, 2007, to Murphy -
Brown, LLC for the operation of the subject existing wastewater treatment and spray irrigation facilities.
This permit shall be effective from the date of issuance until February 28, 2012 and shall be subject to the
conditions and limitations as specified therein. Please pay particular attention to the monitoring requirements in
this permit. Failure to establish an adequate system for collecting and maintaining the required operational
information will result in future compliance problems.
If any parts, requirements, or Iimitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within thirty (30) days following receipt of this permit. This
request must be in the form of, a written petition, conforming to Chapter 150B of the North Carolina General
Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699-
6714. Unless such demands are made this permit shall be final and binding.
If you need additional information concerning this matter, please contact Duane Leith by email at
duane,[e-mail] or by phone at [phone].
Sincere
,Alan W. Klimek, P.E.
cc: Scotland County Health Department
Fayetteville Regional Office, Aquifer Protection Section
Technical Assistance and Certification Unit
Aquifer Protection Section Central Files
i NOnD
Carolina
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Telephone: [phone]
Internet: www.ncwaterqualitv,ore location: 2729 Capital Boulevard Raleigh, NC 27604 Fax 1: [phone]
Fax 2; [phone]
An Equal OpportunityiAffirmative Action Employer 50% Recycledi10% Post Consumer Paper Customer Service: [phone]

1
NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
SPRAY 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
Scotland County
FOR THE
operatio ,000 GPD spray irrigation treatment and disposal facility consisting of a 2,432,406 gallon storage
pond 1=inburg
re spray irrigation area, and all associated piping, valves, controls, meters and appurtenances to
serv,the Truckwash, with no discharge of wastes to the surface waters, pursuant to the application
received April 5, 2006, and subsequent additional information received by the Division, and in conforYnity with
the project plan, specifications, and other supporting data subsequently filed and approved by the Department of
Environment and Natural Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until February 28, 2012 and shall be subject to the
following specified conditions and limitations:
L PERFORMANCE STANDARDS
The spray irrigation facilities shall be effectively maintained and operated at all times so that there is
no discharge to the surface waters, nor any contamination of ground waters which will render them
unsatisfactory for normal use. In the event that the facilities ,fail to perform satisfactorily, including
the creation of nuisance conditions or failure of the irrigation area to adequately assimilate the
wastewater, the Permittee shall take immediate corrective actions including those actions that may be
required by the Division of Water Quality (Division), such as the construction of additional or
replacement wastewater treatment and disposal facilities.
The issuance of this permit shall not relieve the Permittee of the responsibility for damages to surface
or groundwaters resulting from the operation of this facility.
3. The residuals generated from these treatment facilities must be disposed in accordance with General
Statute 143-215.1 and in a manner approved by the Division.
4. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited.
5. The following buffers shall be maintained:
a) 400 feet between wetted area and any residence or places of public assembly under separate
ownership,
b) 150 feet between wetted area and property lines,

c) 100 feet between wetted area and wells,
d) 100 feet between wetted area and drainageways or surface water bodies,
e) 50 feet between wetted area and public right of ways,
f) 100 feet between wastewater treatment units and wells, and
g) 50 feet between wastewater treatment units and property lines.
These buffers are not intended to prohibit or prevent modifications, which are required by the
Division, to improve performance of the existing treatment facility. These buffers do, however, apply
to modifications of the treatment and disposal facilities which are for the purpose of increasing the
flow that is tributary to the facility. These buffers do apply to any expansion or modification of the
spray irrigation areas and apply in instances in which the sale of property would cause any of the
buffers now complied with, for the treatment and disposal facilities, to be violated. The applicant is
advised that any modifications to the existing facilities will require a permit modification.
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 spray 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. Irrigation shall not be performed during inclement weather or when the ground is in a condition that
will cause runoff.
4. Adequate measures shall be taken to prevent wastewater runoff from the spray field.
5. 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.
6. Soil pH on all land application fields must be maintained in the optimum range for crop production.
7. The attached Waste Utilization Plan (VAT) is hereby incorporated by reference into this Permit. Any
modifications to the WUP shall require modification of this 'permit.
8. The application rat e..slha1l no�c d a cumulative loading of 57.01 inches over any twelve (12)
month period at an instantaneous aplication rate not to exceed 0.50 inches per hour on fields 1 and 2
(pulls 1 and 2) and nol tcxo�eed . inches per hour on field (pull) 3.
9. The application of plant available nitrogen (PAN) shall not exceed a cumulative loadin of 3713 lbs,%
per acre per active growing season of nitrogen.
10. No type of wastewater other than that from. the Laurinburg Truckwash shall be sprayed onto the
irrigation area.
11. No traffic or equipment shall be allowed on the disposal area except while installation occurs or while
normal maintenance is being performed.
12. Public access to the land application sites shall be controlled during active site use. Such controls
may include the posting of signs showing the activities being conducted at each site. tA
13. Freeboard in the storage pond shall not be less tl ri 12 inches at y time. fr6 l f �Dl
r-

14. A waste -level gauge, to monitor waste levels. in the storage pond, shall be installed within 60 days of
issuance of this permit. This gauge shall have readily visible permanent markings indicating the
maximum wastewater level, minimum wastewater level, if any, and top of the berm elevation.
Caution must be taken not to damage the integrity of any liner when installing the gauge.
15. A protective vegetative cover shall be established and maintained on all earthen basin embankments
(outside toe of embankment to maximum pumping elevation), 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 basin dikes or embankments. Earthen basin embankment areas shall be kept mowed or
otherwise controlled and accessible.
16.
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 2L may be utilized in the subject
facility. Instruction labels are to be followed when using cleaning agents and soaps.
17.
Results from the soils analysis required in Condition III 6 shall be utilized to determine the
appropriate amount of lime and/or gypsum to be incorporated into the irrigation field to neutralize
potential salts buildup from the cleaning agents and disinfectants. Salts accumulation shall not be
allowed to build to a point that inhibits the soils ability to absorb the irrigated wastewater.
18.
Engine and engine parts shall not be washed or rinsed in the wastewater system. Oil drained from
�D
engine crankcases, antifreeze or degreasing solvent wastes SHALL NOT be discharged into the
ry�
disposal system.
19.
A revised buffer map and irrigation system design shall be submitted to the Division within 90
days from the date of issuance of this permit. A 150-foot buffer must be maintained from property
lines. A 100 foot buffer must be maintained from the drainageway.
ZI 20.
A residuals management plan shall be submitted to the Division within 90 days from the date of
issuance of this permit to address removal and disposal of solids accumulating in the storage pond.
21.
Application of wastewater to soils in the area of Pull Number 3, as shown in the irrigation system
design, shall be prohibited when the vertical separation between the ground surface and the seasonal
water table is less than one foot. The actual water table depth for these soils shall be verified by soil
borings within 24 hours prior to any wastewater irrigation event, The number of borings advanced
shall be sufficient to characterize water table conditions across the site adequately. Any open borings
shall be properly filled with native soil, prior to the wastewater irrigation event, to decrease the
chance of any wastewater contaminating the groundwater.
III. MONITORING AND REPORTING REQUIREMENTS
1. Any monitoring (including groundwater, surface water, soil or plant tissue analyses) deemed
necessary by the Division to insure surface and ground water protection will be established and an
acceptable sampling reporting schedule shall be followed.
2. Adequate records shall be maintained by the Permittee tracking the amount of wastewater disposed.
These records shall include, but are not necessarily limited to, the following information:
a. date of irrigation,
b. volume of wastewater irrigated,
c. field irrigated,
d. length of time field is irrigated,
e. continuous weekly, monthly, and year-to-date hydraulic (inches/acre) loadings for each field,
f. continuous weekly, monthly, and year-to-date PAN (pounds/acre) loadings for each field,
g, nitrogen balance for each field after an application event,
h. weather conditions,
i. cover crop, and
3

j. maintenance of cover crops
Freeboard in the lagoon shall be recorded weekly.
4. The effluent from the subject facilities shall be monitored by the Permittee at the point prior to
irrigation within. 60 days of irrigation for the .parameters listed by the North Carolina Department of
Agriculture, Agronomic Division's Waste Analysis Report Form. This analysis shall be used in the
monitoring and the proper management of the cover corps 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.
Three (3) copies of all operation and disposal records (as specified in condition 1112 and I11 3) on
Form NDAR-I (hydraulic information) and Form IRR 2 (nutrient information) shall be submitted on
or before the last day of the following month, and three (3) copies of all monitoring data (as specified
in condition III 4) on Form NDMR-1 shall be submitted on or before the last day of December. All
information shall be submitted to the following address:
Division of Water Quality
Information Processing Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
6. A representative annual soils analysis (Standard Soil Fertility Analysis) shall be conducted on each
spray field and the results maintained on file by the Permittee for a minimum of five years. The
Standard Soil Fertility Analysis shall include, but is not necessarily limited to, the following
parameters:
Acidity Manganese Potassium
Calcium Percent Humie Matter Sodium
Copper pH Zinc
Magnesium Exchangeable Sodium Percentage Phosphorus
Cation Exchange Capacity Base Saturation (by calculation)
7. Records, including land application event(s) and removal of solids to an off -site location(s) records,
shall be maintained by the Permittee in chronological and legible form for a minimum of three years.
These records shall be maintained on forms provided or approved by the DWQ and shall be readily
available for inspection.
S. Noncompliance Notification:
The Permittee shall report by telephone to the Fayetteville Regional Office, telephone number (910)
433-3300, as soon as possible, but in no case more than 24 hours or on the next working day
following the occurrence or first knowledge of the occurrence of any of the following:
a. Any occurrence at the wastewater treatment facility which results in the treatment of significant
amounts of wastes which are abnormal in quantity or characteristic, such as the dumping of the
contents of a sludge digester; the known passage of a slug of hazardous substance through the
facility; or any other unusual circumstances.
b. Any process unit failure, due to known or unknown reasons, that render the facility incapable of
adequate wastewater treatment such as mechanical or electrical failures of pumps, aerators,
compressors, etc.
c. Any failure of a pumping station, sewer line, or treatment facility resulting in a by-pass directly to
receiving waters without treatment of all or any portion of the influent to such station or facility.
d. Any time that self -monitoring information indicates that the facility has gone out of compliance
with its permit limitations.
4

Occurrences outside normal business hours may also 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 (5) days following first knowledge of the occurrence. This report must outline the actions taken
or proposed to be taken to ensure that the problem does not recur.
IV. GROUNDWATER REQUIREMENTS
I. The COMPLIANCE BOUNDARY for the disposal system is specified by regulations in 15A
NCAC 2L, Groundwater Classifications and Standards. The Compliance Boundary for the disposal
system constructed after December 31, 1983 is established at either (1) 250 feet from the waste
disposal area, or (2) 50 feet within the property boundary, whichever is closer to the waste disposal
area. (Note that the Compliance Boundary is within the boundary of the Murphy -Brown, LLC
property Eat 50 feet from the property line within the waste disposal area], and that the Matthews
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 on the Matthews family Properties, LLC property.) An exceedance of Groundwater
Quality Standards at or beyond the Compliance Boundary is subject to remediation action according
to 15A NCAC 2L .0106(d)(2).
2. A REVIEW BOUNDARY is established around the disposal system midway between the
Compliance Boundary and the perimeter of the waste 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 standards at the Review
Boundary shall require action in accordance with 15A NCAC 2L .0106(d)(1).
Any groundwater quality monitoring, as deemed necessary by the Division, shall be provided.
V. INSPECTIONS
Adequate inspection, maintenance, and cleaning shall be provided by the Permittee to insure proper
operation of the subject facilities.
2. The Permittee or his designee shall inspect the wastewater treatment and disposal facilities to prevent
malfunctions and deterioration, operator errors and discharges which may cause or lead to the release
of wastes to the environment, a threat to human health, or a nuisance. The Permittee shall keep an
inspection log or summary including at least the date and time of inspection, observations made, and
any maintenance, repairs, or corrective actions taken by the Permittee. This log of inspections shall
be maintained by the Permittee for a period of three years from the date of the inspection and shall be
made available upon request to the Division or other permitting authority.
Any duly authorized officer, employee, or representative of the Division may, upon presentation of
credentials, enter and inspect any property, premises or place on or related to the disposal site or
facility at any reasonable time for the purpose of determining compliance with this permit; may
inspect or copy any records that must be maintained under the terms and conditions of this permit,
and may obtain samples of groundwater, surface water, or leachate.
VI. GENERAL CONDITIONS
This permit shall become voidable unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other supporting data.
2. This permit is effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
5

This permit is not transferable. In le event there is a desire for the facilities to change ownership, or
there is a name change of the Permittee, a formal permit request must be submitted to the Division
accompanied by an application fee, documentation from the parties involved, and other supporting
materials as may be appropriate. The approval of this request will be considered on its merits and
may or may not be approved.
4. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee
to an enforcement action by the Division in accordance with North Carolina General Statute 143-
215.6A to 143-215.6C.
5. The issuance of this permit does not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances which may be imposed by other government agencies (local, state,
and federal) which have jurisdiction, including but not limited to applicable river buffer rules in 15A
NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4 and under the
Division's General Permit NCG010000, and any requirements pertaining to wetlands under 15A
NCAC 2B .0200 and 2H .0500.
The annual administering and compliance fee must be paid by the Permittee within thirty (30) days
after being billed by the Division. Failure to pay the fee accordingly may cause the Division to
initiate action to revoke this permit as specified by 15A NCAC 02T .0105 (e)(3).
7. The Permittee, at least six (6) months prior to the expiration of this permit, shall request its extension.
Upon receipt of the request, the Commission will review the adequacy of the facilities described
therein, and if warranted, will extend the permit for such period of time and under such conditions
and limitations as it may deem appropriate.
Permit issued this the 23rd day of March, 2007
NORTH C OLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0030190

UNITED STATES
DEPARTMENT OF THE INTERIOR
GEOLOGICAL SURVEY
LAURINBURG QUADRANGLE
NORTH CAROLINA-SCOTLAND CO.
7.5 MINUTE SERIES (TOPOORAP141C)
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Murphy -Brown, LLC 3/31/2006 2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
NUTRIENT UTILIZATION PLAN
Grower(s):
Farm Name:
Murphy -Brown, LLC
Laurinburg Sanitation
county: Scotland
Farm Capacity:
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Truck Wash 1
titorage Structure:
Storage Period:
Application Method:
Anaerobic Lagoon
96 days
Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste 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 waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. 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 DINQ 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.
1of11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth. The potential for salt damage
from animal waste should also be considered.
10 Nutrients from waste shall not be applied in fall or winter for spring planted crops on soils
with a high potential for leaching, Waste/nutrient loading rates on these soils should be
held to a minimum and a suitable winter cover crop planted to take up released nutrients.
Waste shall not be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11 Any new swine facility sited on or after October 1, 1995 5hali comply with the following:
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary
and canal. Animal waste, other, than swine waste from facilities sited on or after October 1,
1995, shall not be applied closer than 25 feet to perennial waters.
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
14 Waste shall be applied in a manner not to reach other property and public right-of-ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted cropland
provided the fields have been approved as a land application site by a "technical
specialist". Animal waste shall not be applied on grassed waterways that discharge
directly into water courses, and on other grassed waterways, waste shall be applied at
agronomic rates in a manner that causes no runoff or drift from the site.
16 Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall
not be discharged into the animal waste management system.
10 of 11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
17 A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as necessary, to
protect the vegetation, Vegetation such as trees, shrubs, and other woody species, etc.,
are limited to areas where considered appropriate. Lagoon areas should be kept mowed
and accessible. Berms and structures should be inspected regularly for evidence of
erosion, leakage, or discharge.
18 If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19 Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be
kept on site.
20 Animal waste can be used in a rotation that includes vegetables and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption, it should only be applied pre -plant with no further applications of animal
waste during the crop season.
21 Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to
mark the maximum storage volume for waste storage ponds.
22 Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate -determining
nutrient, unless other restrictions require waste to be applied based on other nutrients,
resulting in a lower application rate than a nitrogen based rate, Zinc and copper levels in
the soil shall be monitored and alternative crop sites shall be used when these metals
approach excessive levels_ pH shall be adjusted and maintained for optimum crop
production. Soil and waste analysis records shall be kept for a minimum of five years.
Poultry dry waste application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for a minimum of five
years.
23 Dead animals will be disposed of in a manner that meets North Carolina regulations.
11 of 11

Murphy -Brown, LLC
Grower(s):
Farm Name:
3/30/2006
NUTRIENT UTILIZATION PLAN
Murphy -Brown, LLC
Laurinburg Sanitation
County: Scotland
Farm Capacity:
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Truck Wash 1
Storage Structure:
Storage Period:
Application Method:
Anaerobic Lagoon
>180 days
Irrigation
2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28396
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste 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 waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. 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.
1of11

This plan is based on the waste 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 animal waste 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 waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, W, tons, etc.):
Capacity Type Waste Produced per Animal Total
Farrow to Wean
3212 gallyr
gallyr
Farrow to Feeder
4015 gallyr
gallyr
Farrow to Finish
10585 gallyr
gallyr
Wean to Feeder
223 gallyr
gallyr
1
Feeder to Finish
7300000 gallyr
7,300.000 gallyr
Total 7,300,000 gallyr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (lbs):
Capacity Type Nitrogen Produced per Animal Total
Farrow to Wean
5.4 Ibslyr
Ibslyr
Farrow to Feeder
6.5 Ibslyr
Ibslyr
Farrow to Finish
26 Ibslyr
Ibslyr
Wean to Feeder
0.48 Ibslyr
Ibslyr
1
Feeder to Finish
3713 Ibslyr
3,713 Has
Total 3,713 Ibslyr
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste 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: 14.24
Total N Required 1st Year: 4628.9
Total N Required 2nd Year: 4120.19
Average Annual Nitrogen Requirement of Crops: 4,374.55
Total Nitrogen Produced by Farm: 3,713.00
Nitrogen Balance for Crops: (661.55)
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.
2of11

Reception Area Specificitions
..• ..
..
3(a) of 11

Reception.-
Tract Field IrTigated Soil Ist Crop Time to Ist Crop. Ist Crop LbsNlAc Lbs N Total lbs N
Acreage Type CodG Apply Yield. lbs N/Unit Residual /Ac Utilized
110MMOMM
3(b) of 11

This plan does not include commercial fertilizer. The farm 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 farmers in some parts of North Carolina 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 will definately 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 situaflon, 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
A
Barley
B
Hybrid Bermudagrass - Grazed
C
Hybrid Bermudagrass - Hay
D
Corn - Grain
E
Corn - Silage
F
Cotton
G
Fescue - Grazed
H
Fescue- Hay
I
Oats
J
Rye
K
Small Grain - Grazed
L
Small Grain - Hay
M
Grain Sorghum
N
Wheat
0
Soybean
P
Pine Trees
Lbs N utilized / unit yield
1.6 Ibs N 1 bushel
50 Ibs N / ton
50 Ibs N / ton
1.25 Ibs N 1 bushel
12 Ibs N I ton
0.12 Ibs N 1 lbs lint
50 Ibs N 1 ton
50 Ibs N 1 ton
1.3 Ibs N 1 bushel
2.4 Ibs N 1 bushel
50 Ibs N ! acre
50 Ibs N I acre
2.5 Ibs N 1 cwt
2.4 Ibs N 1 bushel
4.0 Ibs N 1 bushel
40 Ibs N 1 acre 1 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 animal waste.
4of11

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications PANfyrtanimal Farm Totallyr
Farrow to Wean 0.84
Farrow to Feeder 1
Farrow to Finish 4.1
Wean to Feeder 0.072
1 Feeder to Finish 0.36 0,36
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and wM require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 0.36 pounds of plant available nitrogen per year will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
If you remove the sludge every 5 years, you will have approximately 1.8 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 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 0,0144 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 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 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 properly
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 >180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader 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 waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
5 of 11

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Soil
Application Rate
Application Amount
Tract Hydrant
Type
Crop
inlhr
inches
LBG 1
Norfolk
C
0.5
1
2
Norfolk
C
0.5
1
3
McColl
D
0.65
1
6 of 11

Additional Comments:
This plan is written based on Plant Available Nitrogen being the limiting
nutrient for land application of effluent. Other waste constituents including
Phosphorous, Copper, Zinc, etc. will be monitored through annual soil
testing.
Acres shown are'effective wetted acres' based on NRCS acreage determina-
tion guidelines.
The storage structure being used at this facility contains 95 days of
temporary storage area. Based on the predicted nitrogen analysis of the
effluent, this amount of storage will satisfy the requirements of this WUP.
7 of 11

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: Laurinburg Sanitation
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 animal waste nutrient management
plan for the farm named above. I/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWQ before the new
animais are stocked.
I/we understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste 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 waste 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 farm office and at the office of the local Soil and Water
Conservation District and will be avaiiable for review by NCDWQ upon request.
Name of Facility Owner:
Signature:
Name of Manager
Signature:
Murphy -Brown, LLC
ifferent from owner):
MjFIid
Date
Name of Technical Specialist: Kraig Westerbeek
Affiliation: Murphy -Brown, LLC,
Address: 2822 Hwy 24 Vrest, PO Drawer 856
Warsaw, N 28398
Telephone: (91 U) 29 - 434
Signature:
8of11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
1 Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
2 There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate ;and to properly dispose of the waste, he/she shall provide
evidence of an agreement with a landowner, who is within a reasonable proximity,
aliowing him/her the use of the land for waste application. It is the responsibility of the
owner of the waste production facility to secure an update of the Nutrient Utilization Plan
when there is a change in the operation, increase in the number of animals, method of
application, recievinq crop type, or available land.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop
yields based upon soil type, available moisture, historical data, climatic conditions, and
level of management, unless there are regulations that restrict the rate of applications for
other nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land eroding at more than 5 tons per acre per year but less than 10 tons
per acre per year provided grass filter strips are installed where runoff leaves the field (See
USDA, NRCS Field Office Technical Guide Standard 393 - Filter Strips),
5 Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the land application field.
6 When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland. When waste is applied to conservation tilled
crops or grassland, the waste may be broadcast provided the application does not occur
during a season prone to flooding (See "Weather and Climate in North Carolina" for
guidance).
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application, No ponding should occur in order to control odor and flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
9 of 11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth. The potential for salt damage
from animal waste should also be considered.
10 Nutrients from waste shall not be applied in fall or winter for spring planted crops on soils
with a high potential for leaching. Waste/nutrient loading rates on these soils should be
held to a minimum and a suitable winter cover crop planted to take up released nutrients.
Waste shall not be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11 Any new swine facility sited on or after October 1, 1995 shall comply with the following:
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary
and canal. Animal waste, other than swine waste from facilities sited on or after October 1,
1995, shall not be applied closer than 25 feet to perennial waters.
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
14 Waste shall be applied in a manner not to reach other property and public right-of-ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted cropland
provided the fields have been approved as a land application site by a "technical
specialist". Animal waste shall not be applied on grassed waterways that discharge
directly into water courses, and on other grassed waterways, waste shall be applied at
agronomic rates in a manner that causes no runoff or drift from the site.
16 Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall
not be discharged into the animal waste management system.
10of11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
17 A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc.,
are limited to areas where considered appropriate. Lagoon areas should be kept mowed
and accessible. Berms and structures should be inspected regularly for evidence of
erosion, leakage, or discharge.
18 If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19 Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be
kept on site.
20 Animal waste can be used in a rotation that includes vegetables and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption, it should only be applied pre -plant with no further applications of animal
waste during the crop season.
21 Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to
mark the maximum storage volume for waste storage ponds.
22 Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate -determining
nutrient, unless other restrictions require waste to be applied based on other nutrients,
resulting in a lower application rate than a nitrogen based rate. Zinc and copper levels in
the soil shall be monitored and alternative crop sites shall be used when these metals
approach excessive levels. pH shall be adjusted and maintained for optimum crop
production. Soil and waste analysis records shall be kept for a minimum of five years,
Poultry dry waste application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for a minimum of five
years.
23 Dead animals will be disposed of in a manner that meets North Carolina regulations.
11 of 11

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I i
• I
NORTH CAROLINA
SCOTLAND COUNTY
I, a Notary,Publi3 of Pitt County, North Carolina, do hereby certify that BILL
CARMICHAEL,`personally appeared before me this. day and acknowledged the.due
execution of the foregoing AGREEMENT for the purpose therein.expresse,d, Witness
my. hand and notaries seal this 11th day of May 2007. 'My commission expires:
February 3, 2Q08
sofC
TASeal)
�.
=. o% Q U
''''�,,,r��„,•`'` N' aryPubhe Jeri L. CovQ.ton
NORTH C `ROTANA
SCOT COUNTY
The foregoing certif c, of Jeri �Oving' , A Notary Public
of Scotland County, North Carolina" 'cer to be correct.. This instrument duly
recorded and verified, this 11th, d, 2007.
DebraH. Hol' 1 By:
Register Deeds Deputy/Asst. Register of Dftds

Ms. XIATI,E A. ELIMEk, P.E.
MURPAY-BROWN, LLC
POST OFFICE Box 856
WARSAW, NORTH CAROLINA
Dear Ms. Elmer:
28398
On 11 October. 2000 the.
written request addressing 'the i
Murphy -Brown facilities. SD I ecifi
take with respect to manage I meni
addressing the disbharge'of pet
f6ilowing information to Murphy -
With this letter is a form,
yourcompany intends to remedia
This-40p is
`intended s -intended for non
type activities,, which if exceeded
process . is more,like iiadi.tiorial pc
,procedure is establishing a cover,
contaminated soil material. You c
,GW-71, form And send R (via ema
office -for oquapproval priorito pr
containinated.ioil.
The following list of all tl
regulations which can be foOnd or
1. Residence/place of public', asser
2. Any well with the exception of
3. Surface waters (Streams inten
4. Surface water diversions (ephei
5. Groundwater lowering ditches i
.6 Subsurface groundwater I I owen
7. Any building- foundation elxcep
8. Any basement 15';
9. Any property line 50';
-10. Any waterline 10';
1 L Any swimming pool 1 UU';
12. Rock outcrops 25';
Michael F. Easley, 6'ov"e-mor
William G: Ross Jr., Secretary,
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division.of Water Quality
'December 21, 2006
6rb _?O/ 70
Subject: Ccillecti6n/Reinoval/T.reat.ment of
Petroleum Contaminated Soils
Murphy-44rown Facilities-
ivision of Water Quality (the Division), Fayetteville regional office received a
anagement of petroleum contaminated soils resulting from spill events at
Ily, in this r'equest.yoV described the plan of action Murphy-Browni.intends to
)f the petroleum contaminated . soils and cite North Carolina General Statutes,,
leum. products.. The Division.has reviewed your request and provides the
Irown for incorporation into its , nizinagemenf.of petroleum contaminated soils.
W-71, you will'need to complete in the event d petroleum spill ocicurs-whi6b.
by land- application/natural degradation method- at the Iodation of the, spill.
[edicated-sites. only (1 -time fi.ge). There is also a.50 dub!'eyi4iinift to. ' these
needt6 beaiseddfid- the
an still be permitted, but a different. application would
nits generated b' that I ne - e s
y PW, Q.Anothei-issue d: o be- addressed wlth this'-
o on sail -to pieVent,erosion.,-thd-t46-p.ossibl6�t,,insp.oil',of the
.P
someone at your company will needJo provide -the inf6rmatioiiheeded6n the
...
or fax,'with a original mailed at d, later date). into the respective OW046g ional
-eedirig'-with the clean up activity and the management of the petroleum
,,setback'requirement'are listed, below,, which is extracted from the new 2T
the-DWQ,webpage:
bly under I - .. separate -ownership or not. 'maintain I ed as part of the pi oject site 100.';
t Division approved groundwater monitoring well 100';
&tent and perennial, perennial water -bodies, and wetlands) I00';
ieralstreams, waterways, ditches) 25';'
where the bottom of the. ditch intersects the SHWT) 25'
tg drainage syStemS, 25';
treatment: facilities .15%
I, P0 1, Carolina
North Carolina Division of Water Quality
Internet: wwwnc%yaterguality.org
An Equal Opp
7 Mail' Service Center Raleigh, NC 27699,4617 Phone [phone] Customer Service
;aeon:5 , 12 N. Salisbury St. Raleigh, NC 27604 Fax [phone]
V/Affirma . five Acton Employer - 50% Recycled/1 0% Post Consumer Paper

Contaminated Soil Permits
GW-71
ertificate.#. Figpro 7
North Carolina Division of Water Quality
Certificate of Approval; for -Disposal
of Soil Containing Petroleum Products (GW-71)
❑ Of 50 Cubic Yards or Less
❑ With Average Total Petroleum Hydrocarbon (TPIT) Concentration <_ Cleanup Level
Of 10 ppm (Method. 5030), 40 ppm (Method 3550), 250 ppm (Method 9071)
❑ Temporary Storage
❑ Other (explain below)
Approval is Hereby Granted To:
Name:
Address:
For the storage/disposal of approximately cubic yards of contaminated soil as specified below:
Type of Contaminants: I
Location of Source of Contaminant(s). (including business/owner name):
Address of Source of Contaminant:
County:
Method of Disposal:
1
Locations where contaminate soil will stored or disposed of ma must be provided):
() I P (map
This approval is based upon information provided to the Regional.Supervisor,"
Regional Office,. by the responsible party, who hereby agrees to conduct the approved soil disposal activities
in;accordance with applicable state, local or;federal equuements and additionally agrees to abide by an
special conditions or limitations specified below. (Note: If the contaminated'soil to be.disposed of is
regulated under Subtitles C Ir D of RCRA, then the. soil "shall not be disposed of without written
permission from the -NC Division of Waste Management.)
Special Conditions, Limitations or Comments:
Certificate of Approval issued 1 's the day of
Signature of DWQ Representative; Signature of Responsible Party
- - � Regional Office "
GW-71 (7/0'1/00)
44
July 2000

y
� ... 'i':+ate'" � Y! E°g� '.
`41i4 .p P.O. 'Box 856'
,Warsaw, NC 28398 .
Mur hy,.-Brown. LL ' OCT:1 rcosp
910-293-3434
DEN R-FAYFTt''v'! I.F RAG ?!�Al 1 ifY7 f 91'0=293-7531 Fax ,
October 4;'2006 '
North Carolina Dept. of Environment and Natural Resources
Fayetteville,Regional Office
225 Green Street, Suite 7�14"
Fayetteville, NC"28301-5'043
Attn:, Art Barnhardt
Re: Proposed Plan for Collection and Removal ,of Petroleum from Soils
Dear Mr. Barnhardt:
Murphy -Brown LLC is committed to compliance' with all`applicable environmental
regulations. One area of'corimplianee, involves the cleanup of incidental petroleum:=spills
as a result'of accidents o� equipment failure. To facilitate compliance; Murphy -Brown
trains its'employees to be cognizantof how their actions can, result in a petroleum, spill
-and implemezits.a preventative main tenarice�program.- �ln,addition to spill, prevention
methods;_ countermeasure plans and emergency contact'numbers are communicate_ d and
implemented in thelevent of a.spill:
With'this letter, Murphy-) rown presents a proposed countermeasute,plan to collect and
remediate soils containing varying volumes of petroleum.. The following proposed plan,
is intended to further def e compliance with the, section of General Statute 143
215.8`5(b) which states, " : volume: of petr.'oleurrt that —is discharged is'less than 25.
gallons; the' petroleum does t cause. a. sheen on ,nearby 'surface water; and the
petroleum is discharged at.a- tance'of more than 1,00 feet from all surface water.
bodies, the.person who owns or has.contro[over the petroleum shall imrnediately.take"
' measures to collectj.and remove the'discharge.''
Proposed'Plans'to Colle ct and Remove Petroleum from Soils:
0-15 gallons — Remove any petroleum that can be absorbed,. and'.then rake an
additive -into the soil for in -situ remediation.
16-24 gallons — Remove any.petroleum,that-can be absorbed, and then remove,
the contaminated.soil'and,scatter no greater than%2-inch thick in .
an area with g oundcover. The. application area must be -at least .

AQUIFER PROTECTION PERMITTING INFORMATION TRANSMITTAL MEMO
-Date: May 4, 2006
To: Art Barnhardt :,
RECEIVED —
FRO-APS
Copies Sent: 2 MAY 0 4 2006
From: Duane Leith, Aquifer Protection Section DENR-FAYEffEVILLEREGIONAL OFRCE
Telephone: [phone]. Fax: [phone]
E Mail: duane.Leith(@ncmail.net
Subiect: Permit Number WO0030190 Facilily:Laurinburg Truckwash
Since this is a new permit, I1would like to visit the site.. Please let me know your schedule so we
can coordinate site visits if convenient. Thanks.
The attached documents for the subject permit application are being transmitted to you for:
For RO-WQS:
® Original information for your review — please complete Form APRSR.
❑ Original information for your review.— attach Attachment B for Certification.
❑ Additional informat ion for your files — no review 'is necessary
❑ fo Additional inrmanon for your review —'please update Form APRSR and return.
❑ Documents misdirected "for you to take action as appropriate.
For co -reviewers:
❑ Original information for your review — please return the appropriate review f6rm.
❑ Additional information for your files — no review, is necessary
❑ Additional information for your review — please update the appropriate review form.
Please -note that if a response is required, please respond within 30 calendar days.
5'1i7/00
I I i 1 ✓r� �v2 _bv��
LE,(�
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On j�t1�S. S � � � �i4 l I,
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FORM: APPITM 0504

r
AQUIFER PROTECTION SECTION REGIONAL STAFFREPORT
Date: 06/15/06 County:- Scotland
To: Aquifer Protection Section Central Office Permittee: Murphy -Brown; LLC
Central Office Reviewer: Dual neLeith Project Name: MB Laurinburi? Truckwash
Regional Login No: ?? Application No.: W00030190.
L GENERAL INFORMATION
1. This application is (check all that apply): ®'New. ❑ Renewal
❑ Minot Modification 0 Major Modification.
Z Surface Irrigation,❑Reuse ❑ Recycle❑ High Rate Infiltration ❑ Evaporation/Infiltration Lagoon
Land Application of Residuals ❑ Attachment B included ® 503 regulated ❑ 503 exempt
❑ Distribution of Residuals'' ❑ Surface Disposal
❑ Closed -loop Groundwater Re m ediation ❑ Other Injection Wells (including in situ remediation) .
Was a site visit conducted in;'order�to prepare this report? ® Yes or ❑ No:
a. Date of site visit: 06/07/0 ,
b. Person contacted and contact information: Katie Elmer
c. Site visit conducted by: Jim Barber.
d. Inspection Report Attached: ❑ Yes or ® No.
2. Is the following information entered into the`BIMS record for this application correct? .
Z Yes or❑ No. If no,,please complete the following or indicate that it is correct on the current application.
i
For Treatment Facilities:
a. Location: 19189 Old Lumberton Road, Laurinburg.NC 28352
b.. Driving Directions: i From Lauringbur�? take Hwy 74. Bypass' east to' Hwy 74 business -and exit. Take
business Hwy 74 east and) turn left onto N. Rocky Fork Road and turn left onto Old. Lumberton Road. Go
approx. one mile and passunder Hwy 74 Bypass and take the first right onto a gravel road that leads'to the
truckwash.
c. USGS Quadrangle Map name and number: Laurinburg(H21S)Y)
d. Latitude: 34-45-53N Longitude: 79-23-52W(approx. center of lagoon)
e. Regulated Activities / Type ' of t Wastes (e.g., subdivision, tfood processing, .municipal, :'wastewater):
Truckwash for hog transportation from nursery to farm. '
For Dis osal and In! ection Sites:
(If multiple 'sites either 1ndica e which sites the information applies to, copy and paste a new section- into the
document for each site, or attach additional pages for each site)
a. Location(s):, same as above
b. Driving Directions: same as above
c. USGS Quadrangle Map name, and number: Laurinburg (H21S3D
d. Latitude: 34-45-55N Longitude: 79-24-05W(spray irrigation field location)
FORM: APSARRMBtruckwashWQ3b 190june2006.doc 1

AQUIFER PROTECTION SECTION REGIONAL STAFF REPORT
II. NEWAND MAJOR MODIFICATIONAPPLICATIONS (this section not needed for renewals or minor
modifications, skip to next section')
Description 'Of Waste(S) And Facilities
1. Please attach completed rating sheet. Facility Classification: see attached sheets with this staff report
2. Are the new treatment facilities adequate for the type of waste and disposal system?
Yes ❑ No ❑ N/A. if no, ;please explain:
3. Are the new site conditions (soils, topography, depth to water table, etc) consistent` with what was reported by
the soil scientist and/or Pro fes, i6nal Engineer? M Yes El -No ❑ N/A. If no, please explain:.
4. Does the application, (maps, p, ans,etc.) represent the actual site (property lines, wells, surface drainage)? ❑
Yes ® No ❑ N/A. If no, please explain:
5: Is the proposed residuals management plan adequate and/or acceptable to the Division. ❑ Yes ❑ No H
N/A. If no, please explain: Residuals management was not addressed in the application, although residuals
half of the washdown lagoon
6. Are the proposed application rates for new sites (hydraulic or nutrient) acceptable?
® Yes ❑ No ❑ N/A. If no, please explain:
7. Are the new treatment facilities or any new disposal sites located in a 100-year floodplain?
® Yes ® No ❑ N/A. If yes, please attach a map showing areas of 100-year floodplain and please explain
and recommend any mitigative
measures/special conditions in Part IV:
8. Are there any buffer conflicts (new treatment facilities or new disposal sites)? : ❑ Yes or ® No.-. If yes, please
attach a map showing conflict areas or" attach any new maps you have received from the applicant to be
incorporated into the permit: Al -drainage feature (ditch) bisects the front portion of the field that is a Carolina
9. Is proposed and/or existing
monitoring parameters, etc.)
network if applicable. Indi<
changes to the groundwater:
undwater monitoring program (number 'of wells, frequency, of monitoring,
;quate? ❑ Yes ❑ No ® N/A. Attach map of existing monitoring well
the review and'compliance boundaries.- If No, .explain and recommend any
itoring program:. Groundwater monitoring; is not currently taking place. Two
10. For residuals, will seasonal or oth(
with restrictions (Certification W)
restrictions be required? ® Yes ❑ No ❑ N/A If yes, attach list of sites
FORM: APSARRMBtruckwashWQ3p l90june2006.doc
2

1
AQUIFER PROTECTION- SECTION REGIONAL STAFF REPORT
systems)
1. Are there appropriately certifi(
Operator in Charge: i C
Backup- Operator in Charge:
2.. Is the design, maintenance a
storage, etc) of the treatment i
If no, please' explain:
3. Are the site conditions (soils,
assimilating the waste? ❑ Ye
4. ' Has the site changed in,, any
boundary, new development, e
5. Is the residuals management p
❑ Yes or ❑ No. If no,'pleas
6. Are. the existing application i
explain:
7. Is the .existing groundwater
parameters', etc.) adequate?
applicable: Indicate the revie`
groundwater monitoring progr
8. Will seasonal or other restricti
with restrictions (Certification
9.- Are there any buffer conflicts
map showing conflict areas o:
into the permit:
10. Js the description of the facilii
, r
Yes or ❑ No. If no, please e)
11. Were monitoring wells propel
Wous section for new or maior modification
1 ORCs for the facilities? ❑ Yes or ❑ No.
rtificate M
Certificate M
d . operation (e.g. adequate aeration, sludge wasting, sludge storage,' effluent
cilities adequate for the. type of waste and disposal system? ❑ Yes or ❑ No.
opography, depth to water table, etc) maintained appropriately and adequately
or ❑ No. 'If no, please explain:
,ay that may affect permit (drainage`added, new wells inside the compliance
,.)? If yes, please explain:
ui for the facility adequate and/or acceptable to the Division?
explain:
tes (hydraulic or nutrient) still . acceptable? ❑Yes or ❑ No.. If no, . please
ionitoring program (number of wells,• frequency of monitoring, monitoring
] Yes ❑ No ❑ N/A. Attach map of existing monitoring well network if
and compliance boundaries. If No, explain and recommend any changes to the,
be required for added sites?, ❑ Yes ❑ No ❑ N/A If yes, attach list of sites
treatment facilities or disposal sites)?•❑.Yes or ❑ No. If yes, please attach a
attach any new maps you have received from the 'applicant to, be incorporated
1.
�s, type and/or volume of wastes) as. written in the existing permit correct? El
slain:
y constructed and located? El, Yes or ❑.No ❑,N/A. If 'no, please explain:
12. Has -a review of all self -monitoring data been conducted - (GW, NDIVIR, and NDAR as applicable)? ❑ Yes or
❑ No ❑ N/A. Please summ Irize any .findings resulting from -this review:
13. Check all that apply: ❑ No compliance issues; ❑ Notice(s) of violation within the last permit cycle; ❑
Current &iforcem6nt action(s) ❑ Currently under SOC; ❑ Currently under JOC; ❑ Currently under -
FORM: APSARRMBtruckwashWQ30190june2006.doc
3

AQUIFER PROTECTION SECTION REGIONAL STAFF REPORT
moratorium... If any items checked, 'please explain and attach any documents that may help clarify
:answer/comments (such as NOV, NOD etc):
14. Have all compliance dates/conditions in the existing permit, (SOC, JOC, etc.) been complied with? . ❑ Yes
❑ No ❑ Not Determined 0 N/A:: If no, please explain:
15. Are there any issues related tc compliance/enfotceinent that should be resolved before issuing this permit? ❑
,Yes or ❑ No ❑ N/A. If yes, lease -explain:
FORM: APSARRMBtruckwashWQ30190june2006.doc 4

I:
AQUIFER PRO'
wells, including closed -loop groundv
pump injection wells.)
Description Of Well(S) And Fai
1. Type of injection system:
I
❑ Heating/cooling water reb
Closed -loop heat pump sy
❑ In situ remediation (51)
❑ Closed -loop groundwater
❑ Other (Specify: �)
2. Does system use same well fc
3. Are there any potential pbllut
What is/are the pollution sour
source(s)? . ft.
4. What is the minimum distanc
5. Quality of drainage at site: [
6. Flooding potential of site. [
7.. For'groundwater remediation
(number of wells, frequency c
map of existing monitoring w
groundwater monitoring iprog
8. .Does the map presented repro
no or no map,. please attach a
sources, roads, approximate s
1. For heat pump systems, are 1
failure to assimilate injected
❑ Yes ❑ No. Ifs
2. For,closed-loop, heat pump
or last inspection? ❑ Yes
3
the contamination incident
4. Drilling contractor: Name:
LION SECTION REGIONAL STAFF REPORT
IPPLICATIONS (Complete these two sections fof all systems that use injection ,
remediation effluent'injection wells, in situ remediation injection wells, and heat
.es — New. Renewal. And Modification
flow (5A7)
n (5QM/5QW)
ion effluent injection (5LP'Non-Discharge")
water source and injection? ❑ Yes ❑ No
n sources that 'may'affect injection? ❑ Yes, EJ'No
;(s)? What is, the distance of the injection well(s) from the pollution
of proposed injection wells -from the property boundary? ft:
Good ❑ Adequate ❑ Poor
Low ❑ Moderate ❑•High
ystems, is the proposed and/or existing groundwater monitoring program;
monitoring,'monitoring,parameters, etc.) adequate? ❑ Yes ❑'No. Attach
11 network if applicable. If No; explain and recommend any changes to the
gym:
;nt the actual site (property lines, wells, surface drainage)? ❑ Yes or ❑ No. If
vetch of the site. Show property boundaries, buildings, wells, potential pollution
de, and north arrow.
nri Mnrlifir�*inn (lnl�n
any abnormalities in heat pump'or injection well operation (e.g. turbid water,
poor heating/cooling)?
tems, has system lost pressure or required make-up fluid since permit issuance
No. If yes, explain:
Yes ❑ No. If yes, explain:
FORM: APSARRMBtruckwash
90june2006.doc 5

i
AQUIFER PROTECTION SECTION REGIONAL STAFF REPORT

AQi7IFER:PROTECTION SECTION REGIONAL''STAFF REPORT
P DEVALUATION 20 RECOMMENDATIONS
1 Provide any'addition, narrati� a regarding your review of the application.:
'2 Attach Well Construction Dat � Sheet if needed information is available.
3 Do you foresee any prolilems with issuance/renewal of this permit
? 0 Yes No If y's,�please explain:briefl"
y
4 List any items- that., you would like APS Central Office to obtain through an additional information request'
Make sure that you provide a reason for each item:.
Item Reason'
,
5 List specific Permit conditions that, you recommend to, be removed from the permit. when issued. Make' sure
that you provide a reason for each, condition:
Condition Reason '
,
6., specific Lists s ecial conditions or com liance'schedul
p p p es that you recommend to be included in the permit when .
issued. Make sure that you providea reason for.each special; condition: ,
T.
.. 8}.
Condition
Reason
Recommendation: Q Mold,
pending review of draftl permit
Issue; Q Deny. If deny, please
Signature.of report preparer(s
a..:.nrtnenr•`
pending receipt and review of additional information by:regional office;
by regional office; ❑ Issue.'upon receipt of needed- additional informat
state reasons:
,Jl•TT1., - .. ..

Classif ation of Spray Irrigation Water Pollution Control Systems::
Systems which 'utilize spray irrigation forIhexeuse or disposal of wasterwater.
These systems include: septic tanks, sand f lter, oiUwater separato `" la oons,
storage bums,;screei ing;;sedimentatton; Systems other than those .fisted above
shall be subjectto additional classification: '
r--- ------------- -- -- ---------------------- ------- --- -------------------------
Class cation of Land Application' -•of Residuals Systems:
Systems permitted d dedicated for land application of residuals `th. , are produceda y_'a
water pollution control system or contaminated soils. ,,'„:4 G 6b,�O w,
1jFL:D '�.:. E {-�Ofr .tVA-S a COL WUO.A o -/ i D'U.:e rs (A�?vx.
_L Ai QC/LY 1S% 3,114' 3fU
3- ---
�Art' ' . A soC,iDS Co.LGGCTio .:`T+4w/` TO.
wti o CvRRl vl � G, '0,C,r! / AP ,NOTE i4DD/?-CSS AT 774/5.27
Classification of PhvsicaUChemical Water Pollution Control Treatment Systems::
Grade I Physical/Chemical. Any water -pollution control system that utilizes a primarily '
physical.process to treat.wastewater. This -classification includes groundwater .: -
reinediation: systems **
trol'system that utilizes a�primarily
Grade IL.PhysiCh nucaI -Any' water pollution con
chemical process to treat wastewater This -classification includes reverse -osmosis,
electrodialysis, and ultrafiltrafion systems. ** r
"Any water pollution control system that utilizes a phytegUchenikal process. to enhance an,.
activated sludge orfixed growth, process, shall not be subiect-to: additional,classification
i_ .
Classification "of Subsurface Water Pollution 'Control Systems: .
Systems which- utilize the soil for subsurface treatmenf .and disposal of wastewater
aii'd/or-are required to have a°certified operator under 15A NCAC 18A.1961. ***
***A'' ny subsurface system that has as`part of its treatment process a water pollution control_ ,
systems that maybe, classified under Rules .0302 through .0307 of this section shall be
subject to addional j'class�cation. _

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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
May 3; 2006�aElV��
Jeff Turner MAi 2006
Murphy -Brown, LLC '
PO Drawer 856
Warsaw, NC 28398 OENR-FAYETi'EVILLEREGIONAL ORE.
Subject: Return of Fee, Application No. WQ0030190 .
Monteray Shores
Surface Irrigation System
Scotland jCounty "
Dear Mr. Turner: '
Please;find enclosed your check submitted with the above referenced -permit application
The Division has since received a: check for,the appropriate amount acid is returning your
original fee.
If you have any question regarding this letter, .please feel free to contact the Aquifer
Protection Section�'at 919-733-3221.
PLEASE REFER TO THE -PROJECT NAME AND DATE SUBMITTED WHEN
INQUIRING ON,ANY MATTERS IN QUESTION.
Sincer ly,
for, Ki Olson, P.E.
Supervisor,
cc: i=ayetteville Regional Office, Agwifer Protection ign
LAU e urn C ec le
Permit Application File WQ003.0190
NorthCarolina
Natimal!y
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Telephone: (919), 733-322f
Internet: www.ncwaterquality:or-, Location: 2728 Capital Boulevard Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper Customer Service: (877) '623-6748

i
Murphy�-Browm'Lc
I
North Carolina Dept.. of Environment
and.Natural Resources
Division of Water Quality
Permits and Engineering Unit
1617 Mail Service Center
Raleigh, NC 27699-1.617
Attn: Paul Sherman
RECEIVE®
MAY 0 4 2006
OENR - FAYETiEVILLE REGIONAL
Re: Laurinburg Trailer Wash Permit Application
Dear Mr. Sherman:
P.O. Box 856
Warsaw, NC 28398
.910-293-3434
910-293-7551 Fax
3, 2006
AQUIFER PROTECTION SECTION
APR 0 5 2006
With the enclosed Non -Discharge Application Form, the Murphy -Brown, LLC-Laurinburg Trailer Wash
Facility requests the issuance of a Spray Irrigation Permit for the operation of a 20,000 GPD (average daily
flow based upon the total monthly influent flow) spray irrigation treatment and disposal facility consisting
of a two bay enclosed trailer wash facility, a 329,053 cu. ft. lagoon built in 1995, a 14.24-acre spray
irrigation area, and associated piping, valves and appetencies.
To facilitate issuance of
Application Form are in,
A.
Non -Discharge I
disposal system.
B.
A $205.00 permi
C.
The original Can
packet is docume
Waste Managem,
Plan.
D.
A Soil and Site E
E.
No existing perrr.
F.
A current Nutriej
Action Plan. An
Laurinburg Trucl
G.
A wastewater an;
Truckwash lagoc
permit; specific items requested on page 3 of the Non -Discharge Permit
ed as follows:
Application Form for the existing Laurinburg Truckwash spray irrigation
application processing check.
ill's Foods, Facility Design packet. Included as part of the Facility Design
station pertaining to the old. Waste Management Plan. Please disregard.this
nt Plan and instead reference the attached Murphy -Brown Nutrient Utilization
iluation of the land application fields by a licensed soil scientist.
for the Laurinburg Truckwash is available for submission.
Utilization Plan and Irrigation Design is enclosed along with an Emergency
isect, Odor, -and Mortality Control Checklist are not applicable to the
rash and therefore are not included with this permit application.
,psis, to include nutrients and heavy metals, from the existing Laurinburg
Please contact meat (910), 293-3434, Ext. 5245 if you have any questions concerning this package.
incer ,
Katie A. Elmer, PE,
Envinronmental Engineer
Enclosures (7)
cc: Phill Haines — Murphy'i-Brown
File

State of North Carolina
Department of Environment, Health and Natural Resources
Division of Water Quality
Non -Discharge Permit Application Form
('PHIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
SPRAY IRRIGATION DISPOSAL SYSTEMS RECEIVED/ DENR f DWQ
For Existing Commercial Animal Waste Facilities AQUIFER PROTECTION SECTION
I. GENERAL INFORMATION:
APR 0 5 2006
1. Applicant's name (please specify the name of the municipality, corporation, individual, etc.):
MucNDhlA-' 6Tnw
2. Print Owners or Signing Officials name and title (the person who is legally responsible for the facility and its compliance):
3. Mailing address:
P.o. aux S56
City: UJ ra T 5 F1.uu State: nj L zip: . Zg3 519
Telephone Number:( q,1 Q ) Z - 3 - 3 `t 34
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters of flow acceptance, Operational Agreements, etc.):
L. Vs.ui'.N b",T { ruck w PC FZh
5. Location of Spray Irrigation FacillIlity (Street Address): - 19 \ 7 q L O d uw�b-es A-�j t�1 \ O PcA �
City: I- tauk'T'� N b� R {N State: C Zip: Z% 3 5 Z
6. Latitude: ° 4 S, 55 N 1; Longitude 11V) Zg Os W of Spray Irrigation Facility
7. Contact person who can answer questions about application:
Name: QA-, 'e. sl\rn e R Telephone Number: ( l b )
8. Application Date:
9. Fee Submitted: $ L, O I [The permit processing fee should be as specified in 15A NCAC 2H .0205(c)(5).]
10. County(ies) where project'is located.
Sc c�- 1)
II. PERMIT INFORMA'
1. Application No. (will be completed by DWQ):
2. Specify whether project is: ✓ existing; renewal*; modification
* For renewals, complete only sections I, II, and applicant signature (on page 6). Submit only pages 1 and 6 (original and
three copies of each). Engineer's signature not required for renewal without other modifications.
Page 1 of 6

3. If this application is being submit
number N 14 I
4. Specify whether the applicant is
INFORMATION ON WA!
as a result of a renewal or modification to an existing permit, list the existing permit
and its issue date
public or private.
ATER:
1. Please provide a one or two word description specifying the origin of the wastewater, such as flushed gutter, pit recharge,
2
c
4.
IV. F
1
washdown, etc.:
W lots 3�- D Ow t1
Volume of wastewater generated
Explanation of how the wastewater
by this project: 20,000
volume was determined:
I
w Pam. y—
gallons per day
4M e e
Brief project description:
It\J'Q- Vn
rA'.\--T-S wT
w a-s \r, b a�N .
e wNs\,ed
'C one w,�_�ae.
w �.\e� o�rw.���►
-��o�.�
� � �-s �,.\'� e R,
a C O tJar a, N
hne w'C h ►.3 L�JV\,2T
e
= 5 V%Q-
\OQ1UT-C- j
,gr
a.tJnyN \J c
pA-a-\4 Q
ACILITY DESIGN CRITERIA:
T__ •J_ L_•_C 1: _.0 "-
.Y .-C aL: a- ......... -.a ..A A: ..1 ..4..
..1...7: A:
».i n4 -4
tanks, pumping facilities; noz:
irrigation system, etc.:
v a\ P 0 ek\
high water alarms, filters, lagoons, package treatment units, disinfection facilities,
5
a
2. Name of closest downslope surface waters:
3. Classification of closest downslope surface waters: L. (as established by the Environmental Management
Commission and specified on page 6 of 8 of this application).
4. For industrial wastewater, an
calculations showing the loadii
not be limited to: Total Organi
Ammonia, Nitrates, Phenol, Cc
What is the limiting non -hydra
5. Specify the square footage o
malysis of nutrients and heavy metals totals must be provided along with appropriate
; rate, based on the most limiting constituent. The chemical analysis must include, but shall
Carbon, Biochemical Oxygen Demand, Chemical Oxygen Demand, Chlorides, Phosphorus,
per, Zinc, Total Coliforms, and Total Dissolved Solids. 305 to'Tw,-dA
tjos Sw.0.p,9rW11.1
is constituent for this waste? pounds per acre per year of I 0 t tow C T-695 .
the wetted irrigation area: 6 ZO , 29 4 . Lk O square feet, and the cover crop:
6. Specify the hydraulic loading rite that will occur on the spray irrigation field:
Dry Months (June 1 - September 30)_ inches per hour; .y inches per week
Page 2 of 6

I
Wet Months (October 1 - May 31) b 5 inches per hour; -15 inches per week
Maximum Application inches per year
3� 13 lbs. per acre per year of: N -1-To qe (limiting constituent)
7. Is hydraulics the limiting constituent? V Yes; No.
8. Volume of storage provided:
9. Please explain what buffers
nuisance
conditions: 50
0 b . 20 gallons and yields: C� 6 days
met to provide protection of the Waters of the State with no increased potential for
Yh
10. Are treatment facility or spray fields located within 100-year flood plain?
protective measures being taken Ito protect against flooding.
\ v o F-t . W e %'� , S
�4 v e-T � P�-Wc.e
Yes V No. If Yes, briefly describe the
11. Describe the disinfection facilities (if any):
T '.1.e2 L,,,,P,'S 1P, p?'TX— 7 5 -� TNckS
Or-%oVJ4�-\ t_X - " Gat\\a
o_I;s� tAe-TL .,2e Z,5 I t eD ta�ecc�il.0 \NS -� ��••� ��►xl �� sS recew,me�At1 �t�S
V. THIS
'WLI�ATION PACKAGE WILL NOT BE ACCEPTED BY THE DIVISION OF
WATER QUALITY UNLESS ALL OF THE APPLICABLE ITEMS ARE INCLUDED WITH
THE SUBMITTAL
a. One original and four copies of the completed and appropriately executed application form.
b. The appropriate permit processing fee, in accordance with 15A NCAC 21I.0205(c)(5).
c. Five (5) sets of detailed plans and specifications. The plans must include a general location map, a topographic map, a site
map, a map showing the land application site, buffers, structures, and property lines; along with all wells, surface waters (100-
year flood elevation), and surface drainage features within 500 feet of the land application site. All waste storage structures,
waste treatment structures, ,and land application designs must meet applicable NRCS standards. All design information must
be signed by a Technical Specialist with the appropriate SD, I, or RC designation.
d. Five (5) copies of all reports, evaluations, agreements, supporting calculations, etc. must be submitted as a part of the
supporting documents.
e. Five (5) copies of the existing permit if a renewal or modification.
f. Five (5) copies of the Waste Util zation Plan (WUP) including the amount of Plant Available Nitrogen (PAN) produced and
utilized by the facility, the soil series present on every waste disposal field, the crops grown on every waste disposal field, the
Realistic Yield Expectation (RYE) for every crop shown in the WUP, the PAN applied to every waste disposal field, the
waste application windows for every crop utilized in the WUP, the required NRCS Standard specifications, an Emergency
Action Plan, an Insect Control Checklist with options noted, an Odor Control Checklist with options noted and a Mortality
Control Checklist with options noted. This plan must be prepared by a Technical Specialist with the appropriate SD, I, or RC
designation.
g. An analysis of the wastewater, in nutrients and heavy metals, along with calculations for the most limiting constituents
(see section IVA.). This complete analysis is for the permit application only and must be from a DWQ certified lab. Permit
will only require NCDA analysis s
Page 3 of 6

VI. Surface Water.Classificatioi
office and included as a par
INSTRUCTIONS TO NC PROFESSION)
The, classification of the downslope
in which this waste management sy:
Therefore, you are required, prior t
completed, to the appropriateliDivis
you must include an 8.5" by 1l1" col
animal waste application system an(
downslope surface waters on the att
reincorporate this completed pag
application package.
1. Farm Name: L Pkia
2. Name.& complete address of agency: _
This form must be completed by the appropriate DWQ regional
of the project submittal information.
urface waters (the surface waters that any overflow from the facility would flow toward)
-inwill be operated must be determined by the appropriate DWQ regional office.
submittal of the application package, to submit this form, with items 1 through 6
in of Water Quality Regional Water Quality Supervisor (see page 6 of 6). At a minimum,
ir of the portion of a 7.5 minute USGS Topographic Map which shows the location of this
the downslope surface waters in which they will be located. Identify the closest
ched map copy. Once the regional office has completed the classification, .
and the topographic map into the complete application form and submit the
p.o. a ox$s�
W ivrMC 249Aal8
Telephone number: ( Ol d. j Z. q 3- 3 4 34 3. Name of closest downslope surface waters: S h O e- VkeeA C R e e
4. County(ies) where the animal waste management system and surface waters are located:
S Cc 1tNV N D
5. Map name and date: 1,,,� p� lrlwk A1G �0� Q)%A cy� TWt�1Ci -» Q $ Z
6. Signature, and Date:
or
TO: REGIONAL WATER QUALITY SUPERVISOR '
Please provide me with the cla
constructed or field located, as
Name of surface waters:-.
Classification (as establishe
Proposed classification, if
Signature of re: ional'office
(All attachments must be signed)
of the watershed where this animal waste management facility will be or has been
on the attached map segment(s):
by the Environmental Management Commission):
)licable:
Page 4 of 6

y
VII. Applicant's Certification:
I, Je tt & ZNY,
this application for &#-V n)•
has been reviewed by me and is-agurate ai
application are not co ed and that i 1
will be returned t e as incom lete.
Siena
VIII.
application for
has been reviewed by me and is
application are not complet
will be returned as in olete.
Signature
Irr"rphy -- /S�u/N . (Land Owner's name listed in question 1.2), attest that
,� ��,i G�6✓� (Farm name listed in question 1.1)
:o lete to the best of my knowledge. I understand that if all required parts of this
quired supporting information and attachments are not included, this application package
Date 101127 z/0-1'
TIFICATION: (complete only if different from the Land Owner)
Mi -- MKdh y — (Manager's name listed in question 1.6), attest that this
er A (Farm name listed in question 1.1)
late anecompfete to the best of my knowledge. I understand that if all required parts of this
required supporting information and attachments are not included, this application package
Date /0Z D71,02-
THE COMKETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
�iQUIFER PROTECTION SECTION
ANIMAL PERMITTING & COMPLIANCE UNIT
1636 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1636
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
RECEIVED/ DENR / DWQ
AQUIFER PROTECTION SECTION
APR 0 5 2006
Page 5 of 6

UNITED: STATES LAURINBURG' QUt:DRANGLE.. .
DEPARTMENT OF THE INTERIOR N.oRTx cAROL1NA SCgTLAND CQ
GEOLOGICAL SURVEY Z 5 MINUTE SERIES (TOPOGRAPHIC)
SW/4- LAU.RINBUR& 15"QUADRRNGLE, .
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SCALE' 111.24000
1. 1 0I .'1.MILE
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.NATIONAL. GEODETIC VERTICAL DATUM OF 1929

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-------- -------
*Sed, Reverse Side For Easy Opening Instructions*
Murphy -Brown LLC
PO Box 856
Warsaw, NC 28398
NCDENR I
DIVISION OF WATER QUALITY
FAYETEVILLE REGIONAL OFFICE
225 GREEN ST SUITE 714
FAYETTEVILLE NC 28301-5043

WN
CARROLL S FOODS, I N.C.
P. O. Drawer 856
WARSAW, NORTH CAROLINA 28398
FACILITY DESIGN AND
WASTE MANAGEMENT PLAN
Farm LAURINBURG TRUCK WASH FACILITY
Name or Number,
w :..
TWO
i BAY FACILITY
Farm Description
Location
SCOTLAND COUNTY
Company Farm X_
Contract Grower
_C00101010672

ORTANT INFORMATION
ABOUT LAGOON CONSTRUCTION
LISTED BELOW IS A BRIEF SUMMARY OF VOLUMES AND OTHER DATA: (SEE
CONTENTS OF -PLAN FOR MORE INFORMATION)
EXCAVATION 9101----- cubic yards
FILL (pad & dike) 4081 ----- cubic yards
TOP SOIL (minimum 3' thick) 164 ----- cubic yards ,
CLAY LINER (represents a complete liner) cubic yards
Constructed top of dam must include a minimum of 5% settlement - EXAMPLE:. �10 feet
High dam will .require 5% of-10 feet or 0.5 feet fill above planned top of dam.
Clay content, thickness and compaction of liners (if required), are very important. If the
certifying technical specialist is.unable to approve the liner with normal field techniques, an
independent engineering analysis will be required (see CONSTRUCTION
SPECIFICATIONS;' fort additional information). If independent engineering 'analysis is
required, this expense will be the responsibility of the owner/grower.
Special attention needs to be given to the seeding specifications. The lagoon dike must be
seeded according to specifications before , the system can be certified. and stocked with
animals. (Consult with your NRCS Conservationist regarding mulching)
C00101010673

Th., n,;m -5 e.ne of a;s,I compiled in M65 as part of a soil survey by the Soil Conservat— Se,im Uniled States D^pa,l.ent of

i � •
SCS-EN G-578
Rev. 5-70
Lv
U. S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
T�cl en k/ 1' -SA � sro,t�a 6�
INVESTIGATI SOIL ON TO DETERMINE SUITABILITY OF PROPOSED -P SITE
•COUNTY
PHOTO SI MET NO WORK
WATERStIED AREA MEASUREMENTS
CROPLAND ACRES PASTURE ACRES
WOODLAND -ACRES WORK
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE (Approx. scale 111 feet)
Locate reterence point -m center line o(dam and Ideniffy on sketcA.
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41, S 1- y.1`rf
C00101010675

TYPES OF MATERIAL ENCOUNTERED IN BORINGS '
(Use one of systems below)
UNIFIED CLASSIFICATION
USDA CLASSIFICATION
GW-Well graded gravels; gravel,
GP - Poorly, graded gravels
GM -Silty gravels; gravel-sand-silt•mix
GC -Clayey gravels; gravel, -sand
sand mix
lay mix
g-.gravel
s : sand
vfs.-very fine sand,
sl-sandy loam
SW -Well graded sands; sand -gravel
SP - Poorly graded sands,
mix
fsl - fine sandy loam
1- loam
SM -Silty sand
SC - Clayey sands; sand -clay mixtures
ML - Silts; silty, v. fine sands; sandy
CL - Clays of low .to medium plasticity
CH - Inorganic clays of high plasticity
or clayey silt
gl -gravelly loam
si-silt
sil; silt loam
cl - clay loam
sicl -silty clay loam
MH -Elastic silts
scl :-sandy clay loam
OL-Organic- silts and silty clays,
OH -Organic clays, medium" to hiigh
-low plasticity
plastipity
sic - silty clay .
c-clay
1. Suitable material for embanl—ent
r=mrse #do)
is .available es No , (Indicate where located on thr sketch on
REMARKS: ���-f /�
%9N ��'ilv L'sC
N�
Co•.�n�A�T,e�/�aF3'j{J�
2. Explain hazrequiring
ards requg special
cCe N S T,eGGT/ n�
L
/LvG'�.i (!�%iS �4c )
y
T�✓ c t' �A�t'I� .r, G L
S�D
/�ri/,ES ,�N/,>
a r_- /u ,�j
attention.m design tseeiWt. Vrinna.k rock etc 7- /1T i9NCa� ,
i /Tio��
GENERAL REMARKS:
24
.25
26
27
1281129
3b 11
31
13211
331134
1 35
,36
1 37
3!}
39
40 11
41
42
43
.44
45
46
47
:48
49 11.50
11
'51
Ll
.co0101010676

cernat
C a
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AP
Trailer par
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it
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639 6 0 641 642 643 644 25' 645 646 647 -"�48
-C COLL 9.6 k.. JOHNS 5.8 1, JOHNS 6.3 k- MAXTON 3.7
Scale
Meters 1000 500 0 1
-epared and published by the Defense Mapping Agency 1 0 1
Topographic Center, Washington, D. C.
0
ELEVATION
LEGEND CONTOUR IN1
MAP INFORMATIOt4 AS OF 1976
COOIOI010677

l
CAR ROLUS FOODS, INC.
P. O. Drawer 856
WARSAW, NORTH CAROLINA 28398
LAURINBURG WASH FACILITY.
WASTE UTILIZATION PLAN
NEEDS:
EXCESS RAINFALL = 7/12 X 81400 SQ FT (LAGOON SURFACE)
= 17,483 CU FT
25 YEAR RAIN = 7/12 X 81400 SQ FT (LAGOON SURFACE)
47,483 CU FT
WASHWATER 180.DAYS X 9567 GPD / 7.48 GAL/CU FT
= 230,222 CU FT
TOTAL = 325,188 CU FT
APPLICATION: = 325,188 CU FT — 47483 CU FT (25 YR RAIN)
277,705 CU FT' (TO APPLY IN 180 DAYS)
ij277,704 CU FT / 3630.CU FT/AC IN
F6.50 AC IN / 6 MONTHS
= 112.7 AC IN PER MONTH
PLANS:
ESTABLI.SH APPROXIMATELY 27 ACRES (MARLBORO SOIL) IN COASTAL
BERMUDA. THIS WILL BE, MOWED, FOR HAY AND REMOVED FROM THE SITE.. THE
REMAINING '15 ACRESI(Mc'COLL SOIL) WILL BE ESTABLISHED IN FESCUE AND
MOWED FOR HAY.;, THIS. WILL GIVE AN OPPORTUNITY FOR YEAR AROUND
SPRAYING OF WASH WATER. A TRAVELING GUN WILL BE' UTILIZED FOR
IRRIGATION. CAUTION WILL BE TAKEN REGARDING, WIND DIRECTION,
RAINFALL, SOIL SATURATION, SURFACE RUNOFF, APPLICATION RATES AND
OTHER ENVIRONMENTAeL CONCERNS WHEN IRRIGATING.
SIGNATURE:
TITLE: R V500(kC_oF �mcQ-5 sR VA- 10 t x—
DATE : 19(95
i
C00101010678

a

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2�.ryt?{a (Joins sheet 37)

I
Operator:LAURINBURG WASH County: SCOTLAND
Distance to nearest residence (other than owner):
1.
2.
3.
4.
i
AVERAGE LIVE WEIGHT
(ALW)
0
sows
(farrow,tofinish)
x 1417
lbs.
0
sows
(farrow to
feeder)
x 522
lbs.
0
head
( finishing
'only)
x 135
lbs.
0
sows
(farrow -to
wean)
x 433
lbs.
0
head
(wean to feieder)
x 30
lbs.
Describe other':
Date: 01/05/.95
1666.0 feet
= 0
lbs
= 0
lbs
= 0
lbs
= 0
lbs
= 0
lbs
0
111otal Average Llve weight = 0 lbs
MINIMUM REQUIRED TREAITMENT VOLUME OF LAGOON No
T-tVC1.
Volume = 10 lbs. ALW x Treatment Vol-ume(CF)/lb.,ALW
Treatment"Volume(CF)/lb. ALW = 1-CF/lb. ALW
Volume = 0 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION rJo�' p P4 t.�e ►�'Bl.c�
Volume = 0.0 cubic feet
TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 370.0
3
Inside top width (feet)----=----------=------ 220.0=AvF�
Top of dike elevation (feet)----------------- 53.0
Bottom of lagoon elevation (feet)------------ 47.3
Freeboard (feet)l----------------------------- 1.0
Side.slo es inside lagoon -------- - - 3.0 1
Total design volume using prismoidal formula
1
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 'LENGTH WIDTH DEPTH
3.0 3.10 3.0 3.0 364.0 214.0 4.7
AREA OF TOP .1
LENGTH * WIDTH =
364.0 21410
AREA OF BOTTOM
LENGTH * WIDTH =
335.8 -185f8
AREA OF MIDS`'ECTION
LENGTH * WIDTH * , 4
7,7896 (AREA OF TOP)
62392 (AREA OF BOTTOM)
349.9 199.9 279780 (AREA OF MIDSECTION * 4)
CU. FT. = P,AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMO
77896.0 279780.0 62391.6
DEPTH/6
0.£
Total Designed Volume Available = 329053 CU. FT.
C00101010682

i
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width
370.0 220.0 81400..0.square feet
Buildings (roof and lot water)
0.0 square feet Describe this.area.
TOTAL DA 81400.0 square feet
Design temporary) storage period to be 180 days.
5A. Volume of waste produced
Feces•& urine production in,gal./day per 135 lb. ALW. 1.37
Volume = 0 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 0 gals. or 0.0 cubic feet
Volume of wash water
1 -r�U�cs
This is the amount of fresh -water used for washing floors or of r3mr
f l ,; sh ' system .-rr_L+l'tish systef^"r,s that ir'eC:l rcule_
5C.
Volume = )'567 j0 gallons/day * 180 days,,stor-age/7..48 gallons
per CF
Volume = -.2301221 ]]9 cubic feet
i
Volume of rainfalll in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 710 in.* DA / 12 inches.per foot
Volume = 4748313 cubic feet
C00101010683

5D. 'Volume of 25 year -
4 hou'r , storm
Volume = 7.p inches / 12 inches per foot * DA
Volume
TOTAL REQUIRED Z
['�.yilului_�.T1
7.
5A.
5B
5C.
5D.!
TOTAL
cubic feet
RARY STORAGE
0 cubic feet
230222 cubic feet
.47483 cubic feet
47483 cubic feet
325189 cubic feet
Temporary storage
period====================>_
180
days
Rainfall in excess
of evaporation=====_=====>
7.0
inches
25 year - 24;.hour.rainfall==================>
7.0
inches.
d-------
Freeboard===_______________________=========>
1.0
feet
_'= Side slopes====---_ -_ -__________ --- -_->
3.0
1
Inside top length___________________________>
370.0
feet
Inside top
220.0
feet
Top of dike elevation_______________________>
53.0
feet
Bottom of lagoon elevation==================>
47.3
feet
Total required volume===________ -------- ____>
325189
cu. ft.
Actual design volume=========_______________>
329053
cu. ft.
Seasonal high watertable elevation (SHWT)===>
47.3
feet
Stop pumping!,elev.==========================>
47..3
feet
Must be > or to the SHWT elev.==========>
47.3
feet
Must be > or to min. req. treatment el.=>
53.3
feet
Required minimum treatment volume===========>
0
cu. ft.
Volume at -stop pumping elevation -------- ====>
0
cu. ft.
Start pumping elev.========== -------- =======>
51.3
feet
Must be' at; bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
281570
cu. ft.
Volume at start pumping elevation===========>
2.75371
cu. ft-.
Required volume to be pumped ---------------- >
277705
cu. ft..
Actual volume planned to be pumped======__==>
275371'cu.
ft.,
Min. thickness of soil'liner when required==>
0.9
feet
DESIGNED BY:_ ` APPROVED BY:
DAT : I ��
DATE:
NOTE: SEE ATTACHED
WASTE UTILIZATION PLAN
COMMENTS:
000101010684

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
i�ll?eK WASH 5'rol�A66 '
This err is desig ed far ste tiea and.
180 days of temporary storage. The time required for the planned
fluid level (perm'ane t and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The de ned temp'orary storage consists of 180 days'storage for:
(1) T mand (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
rainfall will vai-xv fj­ year to y-!ar. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must alway, be available.
A maximum elevation
pumping and this -is
building(s). If the
begin pumping, a,pe
to indicate when,pu
Pumping,' can be start
elevations for opera
weather, soils; crop
runoff .or leaching.
s determined in each design to begin
sually the outlet invert of pipe(s) from
utlet pipe is not installed at the elevation to
anent marker must be'installed at this elevation
ing should begin. An elevat4:an must be estai ±±sh-ed
d or'stopped at any time between these two
ing convenience as site conditions permit, such as
and equipment in .order to. apply waste without
Land application'of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to'be carried out:
1.
2. The attached waste utilization plan shall be followed: This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary
reaches the elevatic
out when the fluid
storage, less 25 yr-
2077235 gallons.
0
torage pump -out of the lagoon when fluid level
51.3 as marked by permanent marker. Stop pump-
vel reaches elevation 47.3 . This temporary
24 hr storm, contains 277705 cubic feet or
C00101010685

s
SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one. (1) inch and .the recommended maximum application rate is 0.3'
inch per hour. Refer to the waste utilization plan for further -details.
5. Keep.vegetati,on on the embankment and areas adjacent to the
lagoon mowed annually. vegetation should be f.ertilized as needed
to maintain a vigoroAs stand.
6, Repair any eroded areas or areas damaged by rodents and
establish. -in vegetation.
7. All surface runoff is to be diverted from^the lagoon to stable
outlets.
B. Keep'a.minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will,
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9. The Clean Water Act.of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health,land Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.
C00101010686

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATIONPREPARATION_
-
The foundation area of the lagoon embankment and building pad shall be
cleared of trees,,logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory dispositiion will be made of all debris. The topsoil from
the lagoon and pad aiea should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the firstilift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthf ill shall conform to the .lines, -
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter and other objectionable material. To the extent
they are,suitablei, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal -layers not.to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted bylcomplete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as,the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction: to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 0.9 ft.
------ -------------------------------------------------
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORTISO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED 'BY THE SOILS REPORT.
When areas of unsuit
excavated below fini
perpendicular to the
as specified to grad
REFER TO THE SOILS I
CONSIDERATIONS.
ble material are encountered, they will be over-
h grade to the specified depth as measured
finish grade. The foundation shall be backfilled
with a SCS approved material (ie - CL,SC,CH).
VESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
C00101010687

Soil liner material
-minimum water conten
content which -relate
in the hand it will
shall be added to bo
during placement of
material shall not b
The maximum water.co
for efficient use of
compaction of the,li
compacted to at leas
Weight of the liner
shall be scarified a
lift.
The single most impo
ability of a clay li
liner, is the effici
The sequence of equi
lisped pattern helps
compaction process.
roller is the prefer
SHEET 2 OF 2
hall come from an approved borrow area. The
of the liner material shall be optimum moisture
to that moisture content when the soil is kneaded
orm a ball which does not readily separate. Water
row as necessary to insure proper moisture content
he liner. The moisture content of the,liner
less than optimum water .content during placement.
tent relates to the soil material being too wet
hauling equipment and proper compaction. Proper
er includes placement in 9 inch lifts and
90 percent of the maximum ASTM D698 Dry Unit
aterial. When smooth or hard, the previous lift
d moistened'as needed before placement of the next
tant factor affecting .the overall compacted perme-
er, other than the type of clay used for the
nt construction processing of the compacted liner.
ment use and the routing of equipment in an'estab-
assure uniformity in the whole placement and
For, --most clay soils, a tamping or sheepsfoot
ble type of compaction equipment.
The soil liner shall be protected from.the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soililiners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this C;nstruction Specification.
CUTOFF TRENCH:
--------------
A-cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the plahned_type iof vegetation as soon as possible after•construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTINGiTILE DRAINS
----------------=--- -----------
When tile drains are' encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe :of slope of the dike. The tile
trench shall be bacfilled and,compacted with good material such as
SC, CL, or CH.
C001U1010688

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 1.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST ,SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO.NOVEMBER 30
1 - FEBRUARY 1 TO MARCH 30
0.0 LBS. RYE GRAIN AT 30 LBS../ACRE (NURSERY FOR°FESCUE)
0.0 LBS., 'PENSACOLA/ BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1),
SEEDING DATES: MARCH 15 TO JUNE 15
d
8.O LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. UNHULLED,COMMON �BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY,1 TO MARCH 30
0.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLO
1000.0 LBS: 0
2.0 TONS 0
100.0 BALES
ALL SURFACE DRA
ALL DISTURBED A
APPLY LIME AND
SMOOTH SEEDBED.
OR SIMILAR'EQUI
ANCHORING TOOL
1.
I
:NG
10-10-10 FERTILIZER (1000 LBS./ACRE)
DOLOMITIC LIME (2 TONS/ACRE)
SMALL GRAIN STRAW (100 BALES/ACRE)
IS SHOULD BE INSTALLED'PRIOR TO SEEDING. SHAPE'
;A IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
;RTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
ZENT. APPLY, MULCH AND SECURE WITH A MULCH
Z NETTING.
PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON .
BERMUDA GRASS. WHEN USING BAHIA, IT 'IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.
t 1
0
C00101010689

T I.c.W L cko ss s +mac.-ro V 1 �V o N �`t' GT LA G-00�
.
D 'O TT O M o f !B- U OA �
r--\-r,-V I-kr o� dvtt.►�'� p�
-ToT-A L DE51 Cris( -
St. 3 E'TTLL D
INZ---v+n E,NT B Lb&
52.o Tod .,off DIKE
F iNlst�� D Fi ook V,.
5z:s3 1NV.�Rrt of Dull
ll, 7 Ear neNfi �.
�IGoy N: -
Su�pnR'i Ep?
[307?O.W► ELF � -
WHF—t-i A.(2aA15 e Fr vNf7vITA.(JL. �lif1'C�;�t=�(l�.l,.
T
C04101410694 `✓'M E�l-�I% V� t 1" 1,-Z C j :.�i }'ii=�
- - !✓`► AT L:. � (mil_

Surface,
Propa-L.ad
Existing
Tight Volumes
cut: 9100.98
Fill: 32*65.21
Expansion Expanded Volumes
0.00 9100.98
25.00 4081.51
Difference: Net Export: 5019.47
All volumes are in cubic yards.
='XC_ LAJ D
ORA-1 "
---G-r-i:d -cel-1- -size-:--6:-0-1 by--6-03-, (00 F—
nA
Original scale: loo.00ft/in P4C�55 P4WOS,
Project: LAURINBURG SANITATION
Drawing: LAGOON &PAD REVISED
Number:
Location:
Bid Date:
Engineer:
Owner:'.
Estimator:
Prepared by: using Sitework
'C00101010691

Orientation:
53.0
"S2. 0
51.0
50.0
49.0
4s.e
Lower Left
Z Magnification: 39.1
3D Mesh Surface
Existing
Project: LAURINBURG SANITATION
Drawing: LAGOON &PAD REVISED
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared b.g: using Sitework
Inclination: 20.0
C00101010692

50.10
30
0
Plot of all data for the surface:
Existing
Project: LAURINBURG SANITATION
Drawing: LAGOON &PAD REVISED
Number:
Location:
Bid Date:
Engineer:'
Owner:
Estimator:
Prepared by: using Sitework
C00101010693

30 Mesh Surface
Proposed
Project: LAU.RI.NBURG SANITATION
Drawing: LAGOON &PAD REVISED
Number:
Location: `
Bid Date':
Engineer;'
Owner:
Estimator:
Prepared by: using Sitework

Plot of all data for the surface:
Proposed
Project: LAURINBUR,G SANITATION
Drawing: LAGOON &.PAD REVISED
Number:
L.oc.at i on.:
Bid Date:
Engineer:
Owner:
Estimator.:.
Prepared bg: using Sitework
50. 10
xt3 00
Day Light hinter
C00101010695

S3. 0
light erimeter
Plot of the contour data for the surface:
Proposed .
Project: LA.URINBURG SANITATION
Drawing: LA.G,O,ON &.PAD REVISED
Number:
Locati.on:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitework
c00101010696

50.10
5 .5 00 3 53 00
y47.30 47.3
5.3 16
— . _5.2. _8.3
40,
ILI
i*.
47. 30.
53. 30
/47.30 Daylight 26ir�eter
63.06 .
.60
Plot of the sloping lines for the surface:
Proposed
Project: LAURINBU.RG SANITATION'
Drawing: LAGOON &PAD REVISED
Number:
Location:
Bi.d Date:
Engineer:
O:w n.e r :
Estimator:
Prepared. by: using Sitework

1D0�
52.83
Lj
52.63
-Plot of all data .for' the surface:
Proposed
Project: LAURINBURG SANITATION
Drawing:' LAGOON &PAD REVISED
Number:
Location'
Bid 'Date:
Engineer:
Owner:
Estimator:
Prepared bg: using Sitework
C00101010698

ILI
LAURINSURG SANITATION: LAGOON &PAO RE.VISEO: Proposed-
50.10
00
e
�r�meter
COOIOIO10699
05 JAN SS 4.15 PM

60.00 (......................................
49..00 ..................................
........................... I ....................................................................
1
48. 00 ...... ....... .......................... ....... ....... ... .... .
-47.00 (229.63,572.44)
LAURINBURG SANITATION: 'LAGOON &PAD REVISED
601.07,571.71)
C00101010700 OS JAN 95 4:16 PM

Murphy -Brown, LLC
3/31 /2006
NUTRIENT UTILIZATION PLAN
Grower(s): • Murphy -Brown, LLC
Farm Name: Laurinburg Sanitation
County: Scotland
Farm Capacity: 1
Farrow to Wean
Farronto Feeder
Farrow to Finish
Wean to Feeder
Truck Wash 1
Storage Structure: Anaerobic Lagoon
Storage Period: 96 days
Application Method: Irrigation
2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of,commercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste 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 waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. 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 The applied to land eroding at 5 or more tons per acreannually, 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 t lie 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.conse�ve nutrients and reduce odor problems.
1 of 11

This plan is based on the N
methods in the future, you
methods are not the same.
application method shown above. If you choose to change
to revise this plan. Nutrient levels for different application
The estimated acres needed to apply the animal waste 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 waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, ft3, tons, etc.):
Capacity J
Type Waste Produced per Animal Total
Farrow to Wean
3212 gal/yr
gal/yr.
Farrow to Feeder
4015 gal/yr
gal/yr
Farrow to Finish
10585 gal/yr.
gal/yr
Wean to Feeder
223 gal/yr
gal/yr
1
Feeder to Finish
7300000 gal/yr
7,300,000 gal/yr
Total 7,300,000 gal/yr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
Capacity I Type Nitrogen Produced per Animal Total
Farrow to Wean
5.4 Ibs/yr
Ibs/yr
Farrow to Feeder
6.5 Ibs/yr
Ibs/yr
Farrow to Finish
26 Ibs/yr
Ibs/yr
Wean to Feeder
0.48 Ibs/yr
Ibs/yr
1
Feeder to Finish
3713 Ibs/yr
3,713 Ibs/yr
Total 3,713 Ibs/yr
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste,in a timely manner.
LAND UTILIZATION
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balancp 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
ITotal Irrigated Acreage: 14.24
Total N Required 1st Year: 4628.9
Total N Required 2nd Year: 4120.19
Average Annual Nitrogen Requirement of Crops: 4,374.55
Total Nitrogen Produced by Farm: . 3,713.00
Nitrogen Balance for Crops: (661.55)
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.
2of11

'Reception Area Specifications
3(a) of 11
3(a) of 11

Reception Area Specifications
3(b) of 11
3(b) of 11

This plan does not include c
available nitrogen to satisfy
nercial fertilizer. The farm should produce adequate plant
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 mayI require farmers in some parts of North Carolina to have a nutrient
management plan thaCaddresses 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 will definately interfere
with stand of bermudagrass. i 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
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
P
Acres shown in the precedii
required buffers, filter strips
not receiving full application
listed may, and most likely i
See attached map showing
Crop
Lbs N utilized / unit yield
Barley
1.6 lbs N / bushel
Hybrid Bermudagrass - Grazed
50 lbs N / ton
Hybrid Bermudagrass - Hay
50 lbs NJ ton
Corn - Grain
1.25 lbs N / bushel
Corn - Silage
12 lbs N / ton
Cotton ,
0.12 lbs N / lbs lint
Fescue- Grazed
50 lbs N / ton '
Fescue- Hay
50 lbs N / ton ,
Oats
1.3 lbs N / bushel
Rye
2.4 lbs N / bushel
Small Grain - Grazed
50 lbs N / acre
Small Grain - Hay
50 lbs N / acre
Grain Sorghum
2.5 lbs N / cwt
Wheat
2.4 lbs N / bushel
Soybean
4.0 lbs N / bushel
Pine Trees
40 Ibs N / acre / yr
ig table are considered to be the usable acres excluding
along ditches, odd areas unable to be irrigated, and perimeter areas
rates due to equipment limitations. Actual total acres in the fields
vill be, more than the acres shown in the tables.
fields to be used for the utilization of animal waste.
4of11

SLUDGE APPLICATION:
The following table describes
in the lagoon sludge
annual nitrogen accumulation rate per animal
Farm Specifications PAN/yr/animal Farm Total/yr
Farrow'to Wean 0.84
Farrow to Feeder 1
Farrow to Finish 4.1
Wean to Feeder 0.072
1 Feederlto Finish 0.36 0.36
The waste .utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 0.36 pounds of plant available nitrogen per year will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
If you remove the sludge every 5 years, you will have approximately 1.8 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 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per.acre, you will need 0.0144.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 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 application at time of removal.
APPLICATION OF WASTE dY IRRIGATION:
The irrigation application rate Ishould. 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 heeds of the crop.
If surface irrigation is the met ood 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 properly
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 allowetl 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 >180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event) of the,25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader 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
determining the amount of w�
you receive the waste analysis report for assistance in
per acre and the proper application prior to applying the waste.
5of11

Application Rate
Guide
The following is provided
as a guide for establishing application rates and amounts.
Soil
Application Rate
Application Amount
Tract Hydrant
Type
Crop
in/hr
" inches
LBO 1
Norfolk
C
0.5
1
2
Norfolk
C
0.5.
1.
3
McColl
D
0.65
1
6of11

Additional Comments:
This plan is written based on Plant Available Nitrogen being the limiting
nutrient for land application of effluent. Other waste constituents including
Phosphorous, Copper,+Zinc, etc. will be monitored through annual soil
testing.
Acres shown are,"effec'tive wetted acres' based on NRCS acreage determina-
tion guidelines.
The storage structure being used at this facility contains 96 days of
temporary storage area. Based on the predicted nitrogen analysis of the
effluent, this amount of storage will satisfy the requirements of this WUP.
7of11

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm:. Laurinburg Sanitation
Owner: Murphy -Brown, LLG
Manager:
Owner/Manager Agreement:
I/we understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. I/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWQ before the new
animals are stocked.
I/we understand that I must
to land apply the animal wa:
must be available at the apr
in the event of a 25 year 24
according to this plan at the
This plan will be filed on site
Conservation District and w
Name of Facility Owner
Signature:
Name of Manager
Signature:
)wn or have access to equipment, primarily irrigation equipment,
;e described in this nutrient management plan. This equipment
•opriate pumping time such that no discharge occurs from the lagoon
lour storm. I also certify that the waste will be applied on the land
appropriate times and at rates which produce no runoff.
at the farm office and at the office of the local Soil and Water
I be available for review by NCDWQ upon request.
Murphy -Brown, LLC
from owner):
Name of Technical Specialist: Kraig Westerbeek
Affiliation: Murphy -Brown, LLC.
Address: 2822 Hwy 24 est, PO Drawer 856
1 Warsaw, N 28398
Telephone:
Signature:
Date
5/,2 6C)
Date
8of11

G
NUTRIENT UTILIZATION PLAN
EQUIRED SPECIFICATIONS
Animal waste shall not reach surface, waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of wastp which reaches surface water is prohibited.
2 There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of the waste, he/she shall provide
evidence of an agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the responsibility of the
owner of the waste production facility to secure an update of the Nutrient Utilization Plan
when there is a- change in the operation, increase in the number of animals, method of
application, recievinq crop type, or available land.
3 Animal waste shall be' applied to meet, but not exceed, the nitrogen needs.for realistic crop
yields based upon soil type, available moisture, historical data, climatic conditions, and
level of management,) unless there are regulations that restrict the rate of applications for
other nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land eroding at more than 5 tons per acre per year but less than 10 tons
per acre per year provided grass filter strips are installed where runoff leaves the field (See
USDA, NRCS Field Office Technical Guide Standard 393 - Filter Strips).
5 Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be appliedlwhen there is danger of drift from the land application field.
6 When animal waste Iis to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland. When waste is applied to conservation tilled
crops or grassland, t i e waste may be broadcast provided the application does not occur
during a season prone to flooding (See "Weather and Climate in North Carolina" for
guidance).
7 Liquid waste shall beIapplied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control odor and flies.
8 Animal waste shall plot be applied to saturated soils, during rainfall events, or when the
surface is frozen.
9of11

Sheet1
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Laurinburg Trailor Wash Facility County: Scotland County
Address: PO Box 856
Warsaw, NC 28398 Date: 2/15/2005
Telephone: [phone]
Table 1 - Field Specifications
Approximate Maximum
Maximum Maximum Application
Useable Size Application per Irrigation.
Pull of Field Rate Cycle
M imhar (artracl 5nil Tuna Slnna o Crnn(sl (In/hr) (inches) Comments
1
5.09 -
NoA
<5
Bermuda-
0.5
0.5
2
3.68
NoA/GoA
<5
Bermuda
0.5
0.5
3
5.47
Ra/McC
<5
Row Crops
0.4
0.3

Sheet2
TABLE 2 - Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: 3" Hardhose Traveller Nelson 150 gun
Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hvrirant Nn (ft/min) (in/hr) Wirith(ft_I I enoth(ft) (feet) (Inches) at Gun(osh at reel(osi) Pattern Comments - Acres Der Dull
1
2.66
0.37
217
850
.300
1.08
60
95
330
5.09
2
3.19
0.5
155
850
300
1.08
60
95
220
3.68
3
- 4-4-3
0.37
-234
-850
300-
1.08-
- 60
95--
330--
- 5.47

Acreage calculations,
Pull No. Width Length) Start stop Total Acres
1 217 850 0.47 0:39 5.09
2 155 850 0.27 0.39 3.68
' 3 234 850 0.49' 0.41 5.47
14.25.

Sheet4
TABLE 4 - Irrigation System Specifications
Traveling '
Solid Set
Irrigation Gun
Irrigation
Flow Rate of Sprinkler (gpm) „
182
Operating Pressure at Pump (psi)
103.9
Design Precipitation Rate (in/hr)
0.31
Hose Length (feet)
1000
XXXXXXXX
Type of Speed Compensation
Mechanical
XXxOOOCX
Pump Type (PTO, Engine, Electric)
Engine
Pump Power Requirement (hp)
20.1
TABLE 5 - Thrust Block Specifications
THRUST BLOCK
LOCATION
AREA (sq. ft.)
90 degree bend
4.94
Dead End
3.5
Tee
2.45
Gate Valve
3.5
45 degree bend
2.66
Page 1

�
�
Shaat5
`
IRRIGATION SYSTEM DESIGNER
' Nonne: Kraig VVeoterbeak.CID `
Company:- Murphy- Brown ,
' Address: P.O. Box75A Fkooa Hill, NC28458
' Phone: [phone],
�---��-...,.~^-w~.
m�qux=""°�""="'"=""" .
.
1. Ascale drawing nfthe "iirrii,9ationsystem which includes hydrant. locations, pipelines, thrust block locations �onnondbo�a�asw»oreappico$m.
2. Assumptions and computations for determining total dynamic head and horsepower requirement I S.
3.`Computations used »odetermine all mainline and lateral pipe sizes.
'
4.8ources and/or calculations used for determining application rates.
s. Computations used ¢, determine the size ofthrust blocks and illustrations !fall thrust block configurations required inthe system
O. Manufacturer's specifications fontheirrigpUpnpump.uo,emrandophnNer(s). '
` 7. Manufacturers specifications for the inioaUmipipe and/or UoDA-N�o�fo
r
�required
.
8� The information �� nn�naduyu`��m nmoman�nimum�quimmen�� |���o��pom��|uyof�odmeionormoonoiuer�|e|ovan�i��om�otopartioularsite and
'
address them aaappropriate. .
9. Irrigation pipes should not be installed in lagoon or storage pond embankments Without the approval of the designer.
'
'
'
NOTE: Abu ffer strip of ���wider must uumaintained between the limits of the irrigation system and all
perennial streams and surface waters per woStatutes.

Sheet6 ,
Narrative of Irrigation. System Operation
This system design is for the Laurinburg Tralor Wash Facility. The piping and risers shown
are existing..There are additional risers in the design area, however, these should be removed
to prevent further use. The use of this, system is dependent upon compliance with the permit
issued to the facility with regards to total application amounts per day or per year, and the
timing of such applications.
This_s-ystein_sho.uld_be_p.r_essur_e tested to 200psi to ensure that it will perform adequately
with short surge pressures seen in dry hydrant systems. Operating pressures are well
within the pressure rating of the existing pipelines.

Sheet7
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson,150
Nozzle Size:
1.08 inches
Sprinkler Pressure:
' 60 psi
Flowrate(GPM):
182 gbm
\
Wetted Diameter:
300 feet
Lane Spacings '
Desired Spacing (%):
70 %°
Design Spacing(feet):
210 *PVC irrigation pipe normally comes in 20' pieces,'
slo round to the nearest multiple of 20.
Actual Spacing (feet):
220 feet
Actual Spacing (%):
73
Application Rate
Application Rate =(96.3xFlowrate)/(3.1415x(.9xradius)squared),
Design App.. Rate =
0.31 in
/hr
300 degree, arc =
0.37 i
/hr
220 degree arc =
0.50 i'
/hr
180 degree arc =
0.61 in/hr
Traveller Speed
Travel speed = 4.605 x Flowrate / Desired application amount x Lane Spacing
Desired app. (in.) =
0.5 inches 0.3 inches
300 degree.arc =
2.66 ft/min 4.43 ft/min.
220 degree arc =
3.19 ft/min
180 degree arc =
5.31 ft/min
Mainline Velocity
Velocity = .408 x Flowrate / pipe diameter
squared feet/sec.**
**For buried pipelines, velocity
should be below 5 feet per second
Pipe size:
6 inches
Velocity=
2.06 ft/sec.
Page 1

Sheet7
Maximum Mainline Friction Loss
Most distant hydrant: 1
Total distance: 510 feet
Friction Loss is figured using HazenMilliam's Equation
Friction Loss= 0.24 feet/100 feet
Max. Mainline Loss = . 1.2 feet or. 0.5,psi
Total Dynamic Head
Sprinkler Pressure: 60 psi
Loss through traveller: 35 psi
Elevation head: 1.2 psi
Mainline loss: 0.5 psi
Suction head and lift: 2.2 psi
5% fitting loss: 4.9 psi
TOTAL(TDH) = 103.9 psi or 240.0 feet
Horsepower Required
Horsepower = Flowrate x TDH(feet) / 39601 Pump effeciency
Pump Description: Berkeley B3J
Pump Efficiency: 55 9/6
Horsepower Required: 20.1 Hp
Thrust Blocking
Thrust Block Area = Thrust / Soil Bearing Strength
Thrust: 4200 fleet.
Soil Bearing Strength: 1200 feet
End Cap: 3.5 ft2
90 degree elbow: ' 4.9 f6
Tee: 2.5 f6
45 degree elbow: 2.7 ft2
Pipe Pressure Rating Check
Pressure Rating of Pipe to be Used: 200 psi
.Max. Pressure on system when running: 103.9 psi
70% of Pressure Rating: 140 psi
If Max. Pressure on system is less than 70% of Pressure Rating, OK
Net Positive Suction Head Check
Page 2

Sheet7
NPSHA: 21.7
NPSHR: 6 *from POP curve .
If NPSHA>NPSHR OK

:�k7 1- 1�.ro w r,. L L C
,�or t
7.
C- i
160

GROWER: Laurinburg Trailer Wash DESIGNED BY: KBW
ADDRESS: PO Box 487 CHECKED BY: DSE
Warsaw, NC 28398 DATE: 03/31/06
COUNTY: Scotland SHEET 1 OF 2
Using this outline as guidance, you should develop a specific emergency action plan for your
waste handling system.. This plan willIbe implemented in the event that wastes from your
operation are leaking, overflowing, or running off the site. You should NOT wait until wastes
reach surface water or leave your property to consider that you have a problem. You should
make every effort to ensure that this does not happen. This plan should be available to all
employees at the facility, as accidents leaks, and breaks could happen at any time. Your
plan should follow this format:
1. Stop the release of wastes. Depending on the:situation, this may or may not be
possible. Suggested responses to problems are listed below:
A. Lagoon overflow -possible solutions are:
add soil to berm to temporarily increase elevation of dam -any permanent
alteration of the dam shoiuld be approved by a qualified professional engineer
or qualified technical specialist
pump wastes to field at an acceptable rate
stop all additional flow to the lagoon (waters) --hold waste in house if possible
call a pumping contractorl
make sure no surface water is entering lagoon
NOTE: The above listed activities should be started when your lagoon level has exceeded
the temporary storage level.
B. Runoff from waste application field -actions include:
immediately stop waste application
create a temporary diversion or berm to contain the waste on the field
incorporate waste to reduce further runoff
C. Leakage from the waste distribution system:
pipes and sprinklers -actions include:
- stop recycle (flushing system) pump
- stop irrigation pump
- close valves to eliminate further discharge
- separate pipes to create an air gap and stop flow
flush system, houses, solids separators -actions include:
- stop recycle (flushing system) pump
- stop irrigation pump
- make sure no siphon effect has been created
- separate pipes to create an air gap and stop flow
D. Leakage from base or sidewall of lagoon. Often these are seepage as opposed to
flowing leaks -possible action*:
dig a small well or ditch to catch all seepage put in a submersible
pump, and pump back into lagoon
if holes are caused by burrowing animals, trap or remove animals and
fill holes and compact with a clayey soil
other holes may be likewise temporarily plugged with clay soil

GROWER: Laurinburg Trailer Wash DESIGNED BY: KBW
ADDRESS: PO Box 487 - CHECKED BY: DSE
Warsaw, NC 28398 DATE: 03/31/06
COUNTY: Scotland SHEET 2 OF 2
*Lagoon problems require the consultation of an individual experienced in the
design and construction of lagoons for permanent repair measures.
2. Assess the extent of the spill and note any obvious damages.
A. Did the waste reach any surface water?
B. Approximately how much was released and for what duration?
C. Any damage noted, such as employee injury, fish kills, or property damage?
3. Contact appropriate agencies.
A. During normal business hours, call your DWQ regional office, at 910-395-3900
after hours; emergency number: 910-733-3942. Your phone call should
include: your name, facility, telephone number, the details of incident from
item 2 above, the exact location of the facility,. and the location or direction
of movement of the spill, weather and wind conditions, what corrective
measures have been undertaken, and the seriousness of the situation.
B. If spill leaves, or is likely to leave, property or enters surface waters, call
local emergency management service (EMS) at 910-296-2160.
C. Instruct EMS to contact local Health Department.
D. Contact local Soil and WateIr Conservation District Natural Resources Conservation
Service office at 910-296-2121 for advice/technical assistance. The
Extension Service can be reached 910-296-2143 for advice/technical assistance.
E. Contact Murphy Family Faris Land and Nutrient Management Department at 910-
289-2111 for advice/technical assistance.
4. Implement. procedures as advised by DWQ and technical assistance agencies to rectify
the damage, repair the system, and reassess the waste management plan to keep
problems with release of wastes from happening again.
DIVISION OF WATER QUALITY
SYSTEL BUILDING
225 GREEN ST.
SUITE 714
FAYETTEVILLE, NC 28301-5094
910-486-1541

Murphy-BI
LLC DE ` R-FRO
0cr�12
®WQ
October 7, 2005
To: Regional Water Quality Supervisor
From: Dave Elkin; ;P.E. — Murphy -Brown, LLC
Re: Downslope 'surface water classification
Please provide for me the downslope classification of the watershed where our
Lauringburg truckwash is located, as identified as "Site" on the attach USGS
Topographic Map.
Thanks,
Dave Elkin, P.E.
Murphy -Brown, LtC
P.O. Box 856
Warsaw, NC 28398
910-293-3434
910-293-7551 Fax

VI. Surface Water Classifica
office and included as a r
41
INSTRUCTIONS TO, NC PROFES
The classification of the downslo
in which this waste management;
Therefore, you are required, I prio
completed, to the appropriate Dh
you must include an 8.5" byl I"
animal waste application system
downslope surface waters on the
reincorporate this completed p;
application. package.
1. Farm Name: L. p�u wt N
2. Name & complete address of agency:
Telephone number: (
3. Name of closest downslope surface
4. County(ies) where the animal waste
5. Map name and date:
6. Signature, and Date:
�0�7/l3Sr
TO: REGIONAL WATER QUALITY
Please provide me with the cla
constructed or field located, as
Name of surface waters;
Classification (as establ
Proposed classification,
Signature of regional of
(All attachments must be signed)
This form must be completed by the appropriate DWQ regional
of the project submittal information.
ALS:
surface waters (the surface waters that any overflow from the facility would flow toward)
stem will be operated must be determined by the appropriate DWQ regional office.
to submittal of the application package, to submit this form, with items I through 6
;ion of Water Quality Regional Water Quality Supervisor (see page 6 of 6). At a minimum,,
,py of the portion of a 7.5 minute USGS' Topographic Map which shows the location of this
,d the downslope surface waters in which they will be located. Identify the closest
tached map copy. Once the regional office has completed the classification,
;e and the topographic map into the complete application form and submit the
system and surface waters are located:
VISOR
cation of the watershed where this animal waste management facility will be or has been.
itified on the attached map segment(s):
by the Environmental Management Commission):, S1n%
licable:
personnel
Page 4 of 6

VI. Surface Water Classificat
office and included as a p:
INSTRUCTIONS TO NC PROFESSIO
The classification of the downslc
in which this waste management
Therefore,'you are required, prig
completed, to, the appropriate Di,
you must include an 8.5" by 11"
animal waste application system
downslope surface waters on the
reincorporate this completed p
application: package.
Farm Name: L. AEU► Rt t.1
2. Name & complete address of agency:
)n. This form must be completed by the appropriate DWQ regional
rt of the project submittal information.
ALA:
surface waters (the surface waters that any overflow from. the, facility would flow toward)
stem will be operated must be defermined.by the appropriate DWQ regional office.
to submittal of the application.package, to submit this form', with items 1.through 6
;ion of Water Quality Regional Water Quality Supervisor, (see page 6 of 6). At a minimum,
,py of the portion of a 7.5 minute USGS Topographic Map which shows the location of this
d the downslope surface waters in which they will be located. Identify the closest
tached map copy. Once the regional office has completed the classification,
;e and the topographic map into the complete application form and submit the
Telephone number:
3. Name of closest downslope surface wi ters: 5 h 0 e weex C R e e. V,
4. County(ies) where the animal waste management system and surface waters are located:
5. Map name and date: �_p. u,
6. Signature, and.Date:
TO: REGIONAL WATER QUALITY
Please provide me with the class
constructed or field located, as ii
Name of surface waters:
Classification (as establi;
Proposed classification,
Signature of regional off
(All attachments must be signed)
of the watershed where this animal waste management facility will be or has been
on the attached map segment(s):
-5—;
hed by the Environmental Management Commission):i S1„�
f applicable:
ce personnel
11
Page 4 of 6

UNITED STATES LAURINBURG QUADRANGLE
DEPARTMENT OF THE INTERIOR NORTH CAROLINA-SCOTLAND CO.
GEOLOGICAL SURVEY T5 MINUTE SERIES (TOPOGRAPHIC)
SW/4 LAURINBURG I5' QUADRANGLE
IN
'r r
I
IJ
JI
/ �', , , s �` hi x • • ��'` ,^ ,�`+ � �f. -r . � n + 22si / � L ti ---\
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1NN
II' C.
Il' _= fc�. S \mil(-'I'•a1f i
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17
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it f
6
09S 1369
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41
�� / \ C' 111
13z3 `Pltox 11 i1 y � v o �� -, �J 74 (� `. f/ �� �, 7�1
i i
SCALE 1:24JO00
1 p 1 MILE
1000 0 1000 2000 3000 4000 5000 6000 7000 FEET
f
1 .5 0 1 KILOMETER N. C �J
CONTOUR INTERVAL 10 FEET QUADRANGLE LOCATION
I
NATIONAL GEODETIC VERTICAL DATUM OF 1929
I

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11V 7-1
Illi`��'>; riffill��/ ii•�•( �.._;`�
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1'` \'•' _-`1) `: �:_ , . - ! `''�I,n _ ,�/ \ a _ i / 1 :._ . . /mil r

02L08/20Q5: .15:11 ,'_9106?.18837
05
FFW SO.-05
1�+iF1'I�iar�t 1 i'.NC 2- j'1
F,
FINAL REPORT, OF: ANALYSES
:.
February'03, 2006
' Pam.-Heeter,. i
Cllent:Project NamB Murphy.B P.
TBL Leboratoty
Cllent Project Number TB1.-15156
P 0: box 589 7
Lumberton;. -NC :.28359.
PO Number _
E1. Project Number :e89
Semple #
SarOple ID
Tiuck--ash
Grab Date ROMIV6d ".:01175/05
'
Sample Matrlx'. ' WW.
Qatar Sernpled 01/25195.
Sample -Type
Time:Sampled
Tune Recelvgd .
OBOD Received:by
_ 1245 '
MFD .
Defvered:by Picked Up
Sampler
E Sample
Randy
44891 :
: Page 1 of:1: _
,#
•
Parametat.,
ult. Unit
Res . "
: pllueon QI_ Method .
EPA 200:8
Date
0112�Q5
Co pPef . i
0 05A , h1glL .
o 728
:' 1 : 0.003
0' EPA 200,8
01/28/d5
Zi!
no
. mg
.. 1 SMI45DOCt B
MACH 8160
01/26/05
01/31/05
:..Total Phosphorus
0132:::rt191L
:0.1
1 1. SM4500NO3 £
01/26I05
Nltrate;'NO3•N :..
�,
•
:.
1 ann254oc
0112615
Total DiS.Solved=$otids. !,
441`:. mgl►:
::.1 EPA415:1:
TOO.
Ke Smith, Lahoratoryi Director
,.
C Ceitiflcatlors;.
DW 37788 and. DWQ DENR B04

SOIL AND SITE EVALUATION'
FOR
!SPRAY IRRIGATION OF TRUCK -WASH WASTE
MURPHY-BROWN, LLC
LAURINBURG, NORTH CAROLINA TRUCK —WASH FACILITY
SCOTLAND COUNTY
i
I
i
I
i
PREPARED FOR:
MURPHY-BROWN, LLC
WARSAW, NORTH CAROLINA
is
i
1
i
I
PREPARED BY:.
l .
DWAYNE A. GRAHAM, R.S., L.S.S.
N. C. LICENSED SOIL SCIENTIST # 1022
GRAHAM ENVIRONMENTAL CONSULTING, INC
JUNE 5, 2004
1
,,� 7022 .

r
GrahamI
Eliviron
Cdnsult
June 5, 2004
Introduction
Page One'of Six
Murphy -Brown, LLC is seeking a non -discharge. permit,from the Division of Water
Quality, 'Fayettevii;lle Regional Office, for a wastewater system to ;serve their
Laurinburg truck washing operation. The truck washing operation is used to clean
trailers that.transport swine from swine facilities to market.. The animal waste debris'
are cleaned from'the trailers following each. load transported and the by-product of .
the washing operation is a diluted form of typical swine operation waste.
Regulatory. authority of this operation is with the Division of Water Quality, which
requires a permit, in order to bring this operation into compliance with the non -
discharge regulations;
This report will consist of a description of the proposed site including the basic soils
found on the site, their, potential for use with spray irrigation, and recommended
instantaneous loading and monthly drainage potential. Mr. Kendal Williams of ,
Murphy -Brown, LLC will prepare,the final system design.
Site Location and General Description
The proposed site is Lated on the corner of SR's 1360 and 1504 near Laurinburg
in Scotland County. The specific location should be shown on maps included with
final permit package. Our site map prepared from GPS data collected from the site,
Figure 1, Page 1; of tt a Appendix, will be referred to during the ,remainder of this
report. The proposed spray area is a -combination of existing static hydrant irrigation
network on Bermuda Hay cover crop and adjacent open cultivated farm land. The
site is variable as to topography ranging from slightly convex and linear slope upland
that includes toe, slope and minor -concave draw landscape positions to a broad,
concave/slightly depressional area in the cultivated croplands currently in corn. The .
slope is generally less than 2% with minor areas of 2-3%.
i
i
163 S.'.Country Club 0
" Kenansville, North. Carolina 28349 * Phone/Fax: [phone]

Graham Environmental Consulting, Inc.
Murphy -Brown; LLC-Llaurinburg, NC -Truck Wash Facility
Soils and Spray Irrigation Report
Page Two of Six
June 5, 2004
Soils Description
Hand borings were performed to evaluate and describe the soils on this tract. A
typical profile description for each soil,area(1-4) is located on page 2 of the
Appendix: In review of the soil profile descriptions, 'the site is fairly uniform in subsoil
characteristics and variable primarily.due to drainage class with the exception of Soil
4 which was found to nave, a clayey subsoil texture class.
Foui' general soili types were mapped over the area. Drainage classes were, very,
poorly -drained for Soil 1, poorly drained for Soil 2, moderately -well for Soil 3, and
Well -drained for Soil 4�. The poorly drained, fine -loamy Soil 1 soils were typical of the
McColl, Series, the poorly -well drained, fine -loamy Soil 2 soils were typical of the
Rains 'Series, the fine i loamy, moderately -well drained Soil 3 soils were typical of the
Goldsboro Series and the fine- loamy, well -drained Soil 4 soils are typical of the
Norfolk/Orangeburg Soil Series. Although the site is Mapped as Marlboro Series, the
subsoil encountered tended to be inrthe fine loamy texture class versus the clayey
class as would be expected with the Marlboro Series characteristics. -
The dominant surface layer texture over the site is a coarse sandy loam/loamy sand,
with granular structure. The subsoil was variable, as referenced above, with the
fine -loamy soils havi �g sandy clay loam with clay loam textures. Structure and.other
soil properties are as shown in the profile descriptions.
The estimated soil wetness or water -table ranged from less than 12 inches to greater
than 40 inches over the site with the majority of the tract having'poody drained to
very poorly drained soils.-Soilwetness was estimated by observations of colors of
chroma 2 or less that, were indicative of soil wetness and is listed on each profile.
description:
Site Suitability for Sprav Irrigation
The ;total area Mapped. was approximately 40 acres. The approximate area of Soil
:1(McColl Series): was 15.64 acres, Soil 2(Rains Series) was 7.36 acres, Soil
3(Goldsboro Series) was 2.81 acres `and 11.50,acres of Soil 4(Norfolk/Orangeburg
Series). Therefore, the majority of the soils on this tract site have an estimated depth
to seasonal high water table of less .than '12 inches. These soil types would typically
be considered to have moderate to slow permeability. The surface horizons are
typically a 5=6 inch thick sandy loam with granular structure and are considered to
have both moderate permeability and infiltration rates based on texture.
. I .

I.
Graham Environmen
Murphy -Brown, .LLC-
Soils and Spray le{rigE
Page Three of Six
June 5, 2004
The soils with theilea:
irrigation of wastowat(
maximum 14.00 acre,
Moderate infiltration, i
wastewater and woulc
However, Soils 1 ,and
during periods of!the
below the.ground, sur
These soil types genE
tables have dropped
concave upland land;
neous
I Consulting, Inc.
iurinburg, NC -Truck Wash Facility
m Report
limitations for use and therefore, suitability for. use with spray
r would be the Soil 3 and Soil 4, areas which, occupy a
not allowing for., set -backs., These soils would -allow for
eatment and plant uptake of nutrients supplied by the
be suitable for use with spray ,irrigation on an annual basis.
i may only be allowed for use and limited to applications
ear.where the depth to soil wetness is greater than'12 inches
ly are restricted to use during times of the year when water-
ow.1 to 2 feet. These mapped areas occur on flat to slightly
pe positions and receive run-off from adjacent -soils.
lic
The assimilative capacity for.the volume of wastewater is determined through an
evaluation of the imovembrit of soil water at the site'.
I '
The factors which are �criticaVare. the soil physical properties, site gradient, vegetation
uptake and the application.interval. During land treatment, all wastewater applied
must infiltrate the soil surface; thus, the only pathways by which water may leave the
site are evapotranspiration into the atmosphere and percolation of water down
through the soil profile or lateral movement below the `soil surface.
The first step in desig ip of this system is the instantaneous loading' rate.. This is
necessary to insure that the instantaneous rate of application will not create ponding
and/or runoff of wastewater. The instantaneous or hourly rate of application is
dependent on the surface infiltration rate and slope of 'the site.. Page.3 of the
Appendix showsa table often used to estimate this rate based on surface texture,
slope and vegetation conditions. This site would fall�within Class. II[and could range
between 0.50 and 1.0 in/hr. We, recommend limiting the rate to,the lower end of this
class or 0.50 in/hr in order to enhance the retention of wastewater in the root zone.
{
Factors to be considered in hydraulic loading include_ irrigation volumes and intervals
between irrigation plus seasonal variability.
{

Graham Environti
Murphy -Brown, L'LU
Soils and Spray Irri
Page Four of Six'
June 5, 2004. 1
it Consulting, Inc.''
aurinburg, NC -Truck Wash Facility
ion Report
In considering the preparation of a water balance for'this -site, rainfall, drainage and
evapotranspiration should be estimated ifor the site. Rainfall data utilized in this
water -balance was provided, kiy Murphy -Brown personnel and as was taken from
published NOAA, dati I for the Laurinburg, NC area and the estimated
evapotranspiration from vegetation.given optimum stand and: adequate moisture are
given for Wilmington, NC in The Water Resources Research Institute Report 118 by
Carlisle.and Phillips. A water balance for the Norfolk and Goldsboro Series soil
areas, Soils 3'and 4, is included on-Page.4, of'the Appendix. The monthly
drainage rate is the c litical value needed to determine an annual and monthly
.loading potentialifor each soils area. In order to determine a soils water characteristic
one can field measure those properties, which is typically not practical , or utilize
published data such as data published such is found in published soil surveys.
For the purposes of establishing our recommended rate, we compared typical
application rate ranges -for the given Soil._series and -published permeability data for
the Norfolk and Goldsboro Soil Series. Soil Survey publication's have a range of
permeability for each soil horizon within a given Soil Series. ` For the purposes of this
report we will use the lower rate of the Bt horizon for the Goldsboro Series of 0.20
in/hr. We calculated our monthly drainage rate_by using 4% of this rate as an
equivalent monthly drainage value of 5.78 in/mo. Typical loading rates_ for the
Goldsboro soil would be 40 to 50 inches per year and for the Norfolk soil.
Using the abovereferenced rainfall data for the area and evaporation data
previously mentioned for Wilmington;' NC of 36.25 inches and the above drainage
rate, we calculated a total annual allowable irrigation rate and with the corresponding
monthly irrigation totals. This water -balance calculated a annual total for the
Goldsboro and Norfolk areas of 57.01 inches.
It may be practical to requesta use of the- Soil 1..and Soil, 2 areas similar to that for
animal wastewater systems since the sewage effluent would tend to be similar,. The
potential use of the Soil 1 and 2 areas may be requested at rates of 10 inches/yr or
less. i
For the purposes of establishing a recommended rate, we. compared typical
application rate ranges for the given Soil- series and.,published permeability data.for
the rains and McColl Soil Series. Soil Survey publication's have a 'range of
permeability for each soil horizon within a given Soil Series. For the purposes of this
report we will use the lower rate of the Bt horizon for the McColl Series of 0.06 in/hr.

Graham Environmental Consulting, Inc.
Murphy -Brown, LLC-Laurinburg, NC -Truck Wash Facility
Soils and.Spray Irrigation Report
Page Five of Six
' June 5, 2004 j
We calculated'our monthly drainage rate by using 4%-of this rate as an .equivalent
monthly drainao6value of 1.76 in/mo. '
Using -the above referenced rainfall data for the area and evaporation data
previously mentioned for Wilmington, NC of 36.25 inches and the above drainage
rate, We calculated a total annual allowable irrigation rate and with the corresponding .
monthly irrigation !totals.
This water -balance, Page 5,, Appendix, calculated a annual total for the Rains and
McColl areas(may-August)-of 6.19 inches(+/- 0.40 /wk).
Again, applications would be limited to this Period of May through August and where
a actively growing crop is present. „
i
Wastewater Production and Nutrient Loadina
Flow estimations provided to us include -a --,daily flow of 9567 gallons over 5 days and 52
weeks... This flow;wouY equate to.an annual flow volume of 2,487;420 gallons or 92
acre -inches per year. Wastewater analysis for a similar facility lagoon effluent was
found to 0.08 lbs available N/1000 gallons or an annual production of +/- 200 lbs.
Bermuda hay would typically have an uptake of 250 lbs per, acre, corn 130 Ibs, wheat
50-to 70 lbs,'and soybeans 100-150 lbs. Based on this data, the site would notbe
limited by nutrient loading. Therefore; the spray site must be designed to allow for
hydraulic loading ;at the rates mentioned previously.
The existing Bermuda ispray"s'ite is predominantly. the Norfolk and Goldsboro Series
Soil The existing cropland portion of the site is predominantly the Rains and McColl
Series. Therefore, maximization of the .Soil ' 3 and 4 Soils areas for applications during
these periods will! be needed... Also, a suitable cover crop such as either wheat or rye
would be needed'. During the growing season, May -August we would recommend
including: the Rains and McColl Soil Areas with the current crop rotations on the farm,
fields.
The highest allowable loading would be in the month of May with 6.73 inches. The total.
area of Soil 3 and 4 was 14.31 acres. The estimated flow for this period would be
equivalent to 0.50 inches over the 14 acres. Therefore, it would appear that the18ite
has sufficient soil areas to allow for disposal of the projected wastewater Igeneration
and. with the existing cropping and, other farm crop rotations- the nutrient loading
impacts would not be'a concern.

u ,
Graham Environmental .Consulting, Inc.
Murphy -Brown, LLC-Laurinburg, NC -Truck Wash Facility
Soils and Spray Irrigation Report
Page Six of Six
June 5, 2004
Set -back requirements could reduce the allowable areas as mentioned above.
However, we would suggest that given the relatively low contaminant levels of the
wastewater that the set -back requirements could be requested to be relaxed to .minimal
distances and much less than is currently stated by rule for these systems.
Another suggestion Lou, ncerning the relatively diluted wastewater being proposed for
applications, would be to request for an allowance to irrigate on suitable cover crops,
at minimal rates on the Rains/McColl soil areas on a year-round basis and rates not
to exceed agronomic rates. Although sufficient land area of less limited soils for
spray exist on the site utilization of these areas would reduce the management
intensity of the existing irrigation hydrant network and spray equipment. The
management intensity without use of these areas will be introduced by a combination
of soil series variability, area and geometry of usable soils. The need to make this
request may be dictated by land losses subsequent to set -back restrictions and the
resulting usable acreage determination.
Conclusions and Recommendations
The hydraulic considerations for a spray irrigation system is a critical part of the
systems design and for long-term functioning of the wastewater disposal system.
Based on the findings of our soils evaluation of this site, it is our professional opinion
that the soils on this site should allow for effective infiltration, plant uptake and
treatment of the wastewater at the rates we have recommended.
The water -balances presented in this report are guides based on historical data and
soil assumptions,. The actual- wastewater loading can be adjusted by the operator
using the monthly balance and by applying more effluent during drought periods as
well as Less during stress periods. Irrigation scheduling, should be done to optimize
the current conditions while providing for optimum plant growth. The site should be
maintained in order tq provide for maximum runoff of high intensity rainfall events
and to maintain a suitable vegletative cover. Other measures that -should be
considered would be annual -wastewater analysis, flow measurements, site rainfall
data and soil samples of the surface horizon to determine if additional inputs of
nutrients are needed to maintain a sufficient level of nutrients for the selected crop,
Given the. variability of the soils and especially considering the drainage classes
found, surface and existingdrainage measures should be both improved and
maintained.
Given the inforrriation I have been provided concerning this project, as of this date,
and my site and !,soils evaluation, We are submitting this, report for your use and for
review by the apptopi iate agency personnel.

Graham Environmental Consulting, Inc.
Soil Borings Descriptions
urphy-Brown, LLC Laurinburg Truckwash Site
Page 2, Appendix
Soil. Morpholotty
Profile#
an scape
Bottom
orrzon
Texture
Structure
Mineralogy
Consistence
Soil Matrix
Color,
Soil Mottle
Color
Pos. Slope
th in
0/6De
Soil
0-1
McColl
A
9 �
vfsl
wgr
fr
1Oyr4/1
Btl
24
sc/c
m
vfi/s,p
10yr5/1
Btg2
136
scl/sc
wsbk-m
fi/vfi
10yr6/1
7.5yr5/8
Btg3
65
scl
wsbk-m
fi/vfi
1Oyr7/1,5/1
shwt- <12"
Soil
0-2
Rains
A
I 10
csl
gr
vfr
2.5y3/2.
E
I 24
sl
gr
vfr
2.5y7/2.
Btl
29
cscl
wsbk
fr
10yr6/4 .
I dyr5/2
Bt2
60
sl,wcscl
wsbk
fr
10yr5/2
10yr5/4
shwt-<12"
Soil
0-2
Goldsboro
A
12
sl
gr
vfr
10yr4/3
Btl
I
24
scl
wsbk
vfr
10YR5/4
1Oyr5/2,24"
Btl
36
sl/scl
wsbk
fr
1OYR6/4
1Oyr5/2
Bt2
48
scl
wsbk
fr
10yr5/2
10yr6/4
BC
60
sI/Is
wsbk
fr
5/4,5/2
shwt-24-30"
Soil
0-2
Norfolk
A
9
Is/vcsl
gr
vfr
2.5yr5/4
Btl
18
scl
wsbk
vfr
10YR516
Btl
30
sl/scl
wsbk
fr.
1OYR5/6
2.5yr5/8
Bt2
60
sl
wsbk
fr
10yr5/4'
IOyr5/2,48"
shwt-48"

Graham Environmental Consulting, Inc. ,
Murphy -Brown, LLC-Laurinburg,�NC-Truck Wash Facility
Soils and Spray Irrigation Report
Page 3-Appendix
TABLE 3 • "
TYPII;kL MNGES OF:OOII INFILTRATION MTES
! . �°'BY:80CLTEXTUR�:�,Tdi, SLOPE. • •
BASIC I T10N RATE. 1/8.LOPF
CLA88 TEXTURE ...,' 0-3 % 3.9 96 8 + %
I Sind? and fiM tand� 0.1 + •07 + 0,6.+
II Lamy rands
ill
Sand Y Ioa'ma and('inatandyb"
:. ,.
. ,
l
0.7.1•
0.5-1,
0.6.1.0
0,4-0.7
0.4.0.7
IV Vary, fu)f ,tsndy
I4ms,•11h 19AMs ':0,3=0,
0.2-0.6
0.16.0.3
V Sandy cls,y loa
•and'sUq cUy,)amS O.Z-0
Or16-0.26
VI Clays and tll ty
C4yt
.. 0.1'-0.,
0.1-0.16
<0••1
A. ...
5ourc6: SDcinlclar
kripp�l3orii Jlstw4 lori '9
li 9dQ),
.11For flood Y#g4txtIV*
CQVI, t494-rtios•mfy be 25-30% pr`itet',
.For poorsr turiaci
Bali coruiitloru, raur rrUy
Wits much-u W% lau.

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Rains/McColl Soil Areas -Water Balance
Murphy-Brown-Lauringurg Truckwash Site
Laurinburg, North Carolina -Robeson County
Page 5, Appendix
Month
ET
Drainage
Total Loss
Rainfall
Allow. Irrig
May -Aug
January
0:93
1.76
2.69 '
4
-1.31
February
1168
1.76
3.44
4
-0.56
March
279
I 1.76
4.55
4.4
0.15
April
3.6
1.76
5.36
2.8
2.56
May
4;65
j 1.76
6.41
3.7
2.71
June
5.1
1.76
6.86
5.1
1.76
July
4!.96
1.76
6.72
6.3
•0.42
August
4134
1:76
6.1
4.8
1.3
September
3.6.
1.76 _
5.36
4.1
1.26
October
2.17 f
1.76
3.93
3.1
0.83
November
1.5
1.76
3.26
3
0.26
December
0.93
1.76
2.69 _
3.3
-0.61
Totals
36.25 J
21.12
57.37
48.6
8.77
6.19

' Laurinburg Weather - North Carolina - Average Temperatures and Rainfall
i Laurinburg Weather
US Geography US Weather / North Carolina Weather / Laurinburg .:
I
Page 1 of 1
Jan
Feb
Mar
Apr
May
Jun
Jul
Aug
Sep
I Oct
Nov
I Dec
Avg: High
520
Sib°
65°
74°
816
870
900
880
80
750
650
560
Avg. Low
28°
3110
400
47°
57°
640
68°
670
610
480
400
320
Mean
41;0
1 440
1 540
1 610
680
1 76°
1 80°
1 780,
740
620
1 540
45°
Avg. Precip.
4.0 yin
4.0
in
4.4 in
2.8 ift
3.7 in
5.1 in
6.3 in.
4.8 in
4.1. in
I l in
3.0 in
3.3 in
Degrees in Fahrenheit
I
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Copyright © 2003 countrystudies.us
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http://countrystudies.us/united-I tates/weather/north-carolina/laurinburg.htm
2/11/2005
1

vJ \
SR 1369
SOILS MAP
TRUCK -WASH WASTEWATER SPRAY IRRIGATION
SITE
MURPHY-BROWN, LLC., LAURINBURG, NC FACILITY
Page 1- Appendix
June 5, 2004
+ + + + + +
+ + + + + +
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