310375_Application_20240320

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2024, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore,all applications
must be received by the Division of Water Resources by no later than April 3,2024.
Please do not leave any question unanswered. Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Certificate Of Coverage Number: AWS310375
2. Facility Name: 2704&2706
3. Permittee's Name(same as on the Waste Management Plan): Murphy-Brown LLC
4. Permittee's Mailing Address: PO Box 856
City: Warsaw State: NC Zip: 28398-0856
Telephone Number: 910-293-3434 Ext. E-mail: kwesterbeeka smithfield.com
5. Facility's Physical Address: 605 Carrolls Rd
City: Bowdens State: NC Zip: 28398
6. County where Facility is located: Duillin
7. Farm Manager's Name(if different from Landowner): David C Nordin
8. Farm Manager's telephone number(include area code): 910-293-5330 Ext,
9. Integrator's Name(if there is not an Integrator,write'None"): Murphy-Brown LLC
10. Operator Name(OIC): Tommy D.Honrine Phone No.: 910-385-6835 OIC#: 18388
11. Lessee's Name(if there is not a Lessee,write"None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Farrow to Wean 3,600
Operation Types:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment Lagoons,Digesters and Waste Storage Ponds(WSP):(Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure Type Estimated Liner Type Estimated Design Freeboard
Structure (Lagoon/Digester/ Date (Clay,Synthetic, Capacity Surface Area 'Redline"
Name WSP) Built Unknown) (Cubic Feet) (Square Feet) (Inches)
06 Lagoon 1/1/1997 Full,clay 779,539.00 99,375.00 20.00
2704 Lagoon 1/l/1997 Full,clay 1,525,869.00 184,800.00 19.90
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.10C(d), either by mailing to the address below or sending it via
email to the email address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example:irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2.A site map/schematic
3.Emergency Action Plan
4.Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6.Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7.Lagoon/storage pond capacity documentation(design,calculations,etc.) Please be sure the above table is
accurate and complete. Also provide any site evaluations,wetland determinations,or hazard classifications that may be
applicable to your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list,please include the additional components with your submittal.
(e.g.composting,digesters,solids separators,sludge drying system,waste transfers,etc.)
I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.

Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18
U.S.C.Section 1001 provides a punishment by a fine of not more than$10,000 or imprisonment of not more than 5 years,or both
for a similar offense.)
Print the Name of the Permittee/Landowner/Signing Official and Sign below.(If multiple Landowners exist,all landowners
should sign. If Landowner is a corporation,signature should be by a principal executive officer of the corporation):
Name(Print): rn t LL( Title: n uo
Signature: Date:
Name(Print): Title:
Signature: Date:
Name(Print): Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636

System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates change
over time as equipment gets older and components wear. In particular, pump wear tends
to reduce operating pressure and flow. With continued use, nozzle wear results in an
increase in the nozzle opening which will increase the discharge rate while decreasing the
wetted diameter.
You should be aware that operating the system differently than assumed in the design will
alter the application rate, diameter of coverage, and subsequently the application
uniformity. For example, operating the system with excessive pressure results in smaller
droplets, greater potential for drift, and accelerates wear of the sprinkler nozzle. Clogging
of nozzles can result in pressure increase. Plugged intakes or crystallization of mainlines
will reduce operating pressure. Operating below design pressure greatly reduces the
coverage diameter and application uniformity.
For the above reason, you should calibrate your equipment on a regular basis to ensure
proper application rates and uniformity. Calibration at least once every three years is
recommended. Calibration involves collecting and measuring flow at several locations in
the application area. Any number of containers can be used to collect flow and
determine the application rate. Rain gauges work best because they already have a
graduated scale from which to read the application amount without having to perform
additional calculations. However, pans, plastic buckets, jars, or anything with a uniform
opening and cross-section can be used provided the liquid collected can be easily
transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly throughout the
application area at several distances from sprinklers. For traveling guns, sprinklers
should be located along a transect perpendicular to the direction of pull. Set out
collection containers 25 feet apart along the transect on both sides of the gun cart. You
should compute the average application rate for all nonuniformity of the application. On a
windless day, variation between containers of more than 30 percent is cause for concern.
You should contact your irrigation dealer or technical specialist for assistance.
"Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual
I

OPERATION & MAINTENANCE PLAN
Proper lagoon management should be a year-round priority. It is especially important to manage
levels so that you do not have problems during extended rainy and wet periods.
Maximum storage capacity should be available in the lagoon for periods when the receiving crop is
dormant(such as wintertime for bermudagrass) or when there are extended rainy spells such as a
thunderstorm season in the summertime. This means that at the first sign of plant growth in the
later winter 1 early spring, irrigation according to a farm waste management plan should be done
whenever the land in dry enough to receive lagoon liquid. This will make storage space available in
the lagoon for future wet periods. In the late summer/early fall the lagoon should be pumped down
to the low marker (see Figure 2-1) to allow for winter storage. Every effort should be made to
maintain the lagoon close to the minimum liquid level as long as the weather and waste utilization
plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to irrigated does
not leave room for storing excess water during extended wet periods. Overflow from the lagoon for
any reason except a 25-year, 24-hour storm is a violation of state law and subject to penalty action.
The routine maintenance of a lagoon involves the following:
• Maintenance of a vegetative cover for the dam. Fescue or common bermudagrass
are the most common vegetative covers. The vegetation should be fertilized each
year, if needed, to maintain a vigorous stand. The amount of fertilized applied
should be based on a soils test, but in the event that it is not practical to obtain a
soils test each year, the lagoon embankment and surrounding areas should be
fertilized with 800 pounds per acre of 10-10-10, or equivalent.
• Brush and trees on the embankment must be controlled. This may be done by
mowing, spraying, grazing, chopping, or a combination of these practices. This
should be done at least once a year and possibly twice in years that weather
conditions are favorable for heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter the lagoon
water. Such chemicals could harm the bacteria in the lagoon that are treating the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of the lagoon
and at least monthly and after major rainfall and storm events. Items to be checked should include,
as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes -- look for:
1. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes
2

Lagoon surface -- look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment -- look for:
1. settlement, cracking, or"jug" holes
2. side slope stability-- slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack or vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon dam.
A good stand of vegetation will reduce the potential damage caused by wave action. If
wave action causes serious damage to a lagoon sidewall, baffles in the lagoon may be
used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon
has any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is a
threat of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps --check for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need of repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that
you are not completely "surprised" by equipment failure. You should perform your
pumping system maintenance at a time when your lagoon is at its low level. This will
allow some safety time should major repairs be required. Having a nearly full lagoon is
not the time to think about switching, repairing, or borrowing pumps. Probably, if your
lagoon is full, your neighbor's lagoon is full also. You should consider maintaining an
inventory of spare parts or pumps.
• Surface water diversion features are designed to carry all surface drainage
waters (such as rainfall runoff, roof drainage, gutter outlets, and parking lot
runoff) away from your lagoon and other waste treatment or storage
structures. The only water that should be coming from your lagoon is that
which comes from your flushing (washing) system pipes and the rainfall that
hits the lagoon directly. You should inspect your diversion system for the
following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height
3

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an overflow problem from a surface water diversion or there may be seepage into
the lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before waste
loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the end of the
pipe to discharge near the bottom of the lagoon during initial filling or another
means of slowing the incoming water to avoid erosion of the lining.
4. When possible, begin loading new lagoons in the spring to maximize bacterial
establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon liquid
volume. This seeding should occur at least two weeks prior to the addition of
wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below 7.0, add
agricultural lime at the rate of 1 pound per 1000 cubic feet of lagoon liquid volume
until the pH rises above 7.0. Optimum lagoon liquid pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate biological
activity. Consultation with a technical specialist is recommended if these
conditions occur for prolonged periods, especially during the warm season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily
are optimum for treatment. Pit recharge systems, in which one or more buildings are
drained and recharged each day, also work well.
4

• Practice water conservation --- minimize building water usage and spillage from
leaking waterers, broken pipes and washdown through proper maintenance and water
conservation.
• Minimize feed wastage and spillage by keeping feeders adjusted. This will reduce the
amount of solids entering the lagoon.
Management:
• Maintain lagoon liquid level between the permanent storage level and the full
temporary storage level.
• Place visible markers or stakes on the lagoon bank to show the minimum liquid level
and the maximum liquid level. (Figure 2-1).
• Start irrigating at the earliest possible date in the spring based on nutrient
requirements and soil moisture so that temporary storage will be maximized for the
summer thunderstorm season. Similarly, irrigate in the late summer / early fall to
provide maximum lagoon storage for the winter.
• The lagoon liquid level should never be closer than 1 foot to the lowest point of the
dam or embankment.
• Don not pump the lagoon liquid level lower than the permanent storage level unless
you are removing sludge.
• Locate float pump intakes approximately 18 inches underneath the liquid surface and
as far away from the drainpipe inlets as possible.
• Prevent additions of bedding materials, long-stemmed forage or vegetation, molded
feed, plastic syringes, or other foreign materials into the lagoon.
• Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
• Maintain strict vegetation, rodent, and varmint control near lagoon edges.
• Do not allow trees or large bushes to grow on lagoon dam or embankment.
• Remove sludge from the lagoon either when the sludge storage capacity is full or
before it fills 50 percent of the permanent storage volume.
• If animal production is to be terminated, the owner is responsible for obtaining and
implementing a closure plan to eliminate the possibility of a pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by-
5

• proper lagoon sizing,
• mechanical solids separation of flushed waste,
• gravity settling of flushed waste solids in an appropriately designed basin, or
• minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
• have more nutrients,
• have more odor, and
• require more land to properly use the nutrients.
Removal techniques:
• Hire a custom applicator.
• Mix the sludge and lagoon liquid with a chopper-agitator impeller pump through large -
bore sprinkler irrigation system onto nearby cropland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; mix
remaining sludge; pump into liquid sludge applicator; haul and spread onto cropland or
forageland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland;
dredge sludge from lagoon with dragline or sludge barge; berm an area beside lagoon
to receive the sludge so that liquids can drain back into lagoon; allow sludge to
dewater; haul and spread with manure spreader onto cropland or forageland; and soil
incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and crop
requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage.
Close attention by the pumper or drag-line operator will ensure that the lagoon liner
remains intact. If you see soil material or the synthetic liner material being disturbed, you
should stop the activity immediately and not resume until you are sure that the sludge can
be removed without liner injury. If the liner is damaged it must be repaired as soon as
possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal content
than liquid. Because of this it should probably be applied to land with low phosphorus and
metal levels, as indicated by a soil test, and incorporated to reduce the chance of erosion.
Note that if the sludge is applied to fields with very high soil-test phosphors, it should be
applied only at rates equal to the crop removal of phosphorus. As with other wastes,
always have your lagoon sludge analyzed for its nutrient value.
6

The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions which
could increase the concern of neighbors.
Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure.
Types of failures include leakage through the bottom or sides, overtopping, and breach of
the dam. Assuming proper design and construction, the owner has the responsibility for
ensuring structure safety. Items which may lead to lagoon failures include:
• Modification of the lagoon structure-- an example is the placement of a pipe in the dam
without proper design and construction. (Consult an expert in lagoon design before
placing any pipes in dams.)
• Lagoon liquid levels—high levels are a safety risk.
• Failure to inspect and maintain the dam.
• Excess surface water flowing into the lagoon.
• Liner integrity -- protect from inlet pipe scouring, damage during sludge removal, or
rupture from lowering lagoon liquid level below groundwater table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large
discharge of wastewater and possible dam failure.
7

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY(DWQ) [phone]
EMERGENCY MANAGEMENT SERVICES (EMS) [phone]
SOIL AND WATER CONSERVATION DISTRICT (SWCD) [phone]
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) [phone]
COOPERATIVE EXTENSION SERVICE (CES) [phone]
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters 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 posted in an accessible
location for all employees at the facility. The following are some action items you should
take.
1. Stop the release of wastes. Depending on the situation, this may or may not be possible. Suggested
responses to some possible problems are listed below.
A. Lagoon overflow-possible solutions are:
a) Add soil to berm to increase elevation of dam.
b) Pump wastes to fields at an acceptable rate.
c) Stop all flow to the lagoon immediately.
d) Call a pumping contractor.
e) Make sure no surface water is entering lagoon.
B. Runoff from waste application field-actions include:
a) Immediately stop waste application.
b) Create a temporary diversion to contain waste.
c) Incorporate waste to reduce runoff.
d) Evaluate and eliminate the reason(s)that cause the runoff.
e) Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers-action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Close valves to eliminate further discharge.
d) Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators- action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Make sure siphon occurs.
d) Stop all flow in the house,flush systems. or solid separators.
E Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks-
possible action:
a) Dig a small sump or ditch from the embankment to catch all seepage, put in a submersible
pump,and pump back to lagoon.
b) If holes are caused by burrowing animals. trip or remove animals and fill holes and
compact with a clay type soil.
c) Have a professional evaluate the condition of the side walls and the lagoon bottom as
soon as possible.

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger(either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone #, After hours,
emergency number: [phone]. Your phone call should include: your name,
facility number, telephone number, the details of the incident from item 2 above, the
exact location of the facility, the location or direction of the movement of the spill, weather
and wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice/technical assistance phone number.
4. If none of the above works call 911 or the Sheriff's Department and explain your problem to
them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize offsite damage.
a. Contractors Name: Murphy Brown, LLC
b, Contractors Address: P.O. Box 856, Warsaw, NC 28398
c . Contractors Phone: [phone]
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: Kraig Westerbeek
b. Phone: 910 293 - 5330
7. 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.
2 12'5112007

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Version—November 26,2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table.Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
dRendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
❑ A composting system approved and permitted by the NC Department of Agriculture&Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
a a In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture&Consumer Services(G.S. 106-549.70).
Any method which, in the professional opinion of the State Veterinarian,would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions(refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm Owner/Manager Date
1
Signature of Technical Specialist ` Date

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Murphy-Brown, LLC 5/24/2019 2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
NUTRIENT UTILIZATION PLAN
Grower(s): Murphy-Brown, LLC dba Smithfield Hog Production
Farm Name: 2704 & 2706; AWS310375
County: Du lin
Permit Capacity:
Farrow to Wean 3600
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Wean to Finish
Feeder to Finish
Gilts
Boars
Storage Structure: Anaerobic Lagoon
Storage Period: >180 days
Application Method: 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 DWR 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
3600 Farrow to Wean 3203 gal/yr 11,530,800 gal/yr
Farrow to Feeder 3861 gal/yr gallyr
Farrow to Finish 10478 gallyr gallyr
Wean to Feeder 191 gallyr gallyr
Wean to Finish 776 gallyr gallyr
Feeder to Finish 927 gallyr gallyr
Gilts 1015 gallyr gallyr
Boars 2959 gallyr gallyr
Total 11,530,80Q galtyr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (lbs):
Capacity Type Nitrogen Produced per Animal Total
3600 Farrow to Wean 3,84 Ibs/yr 13,824 Ibs/yr
Farrow to Feeder 6,95 lbs/yr Ibs/yr
Farrow to Finish 18.86 Ibs/yr Ibs/yr
Wean to Feeder 0.34 lbs/yr Ibs/yr
Wean to Finish 1.4 lbs/yr Ibs/yr
Feeder to Finish 1.67 lbs/yr lbs/yr
Gilts 1.83 Ibs/yr lbs/yr
Boars 5.33 Ibs/yr ibs/yr
Total 13,824 I bstyr
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: 120.58
Total N Required 1st Year: 21629.60
Total N Required 2nd Year: 0.00
Average Annual Nitrogen Requirement of Crops: 21,529.50
Total Nitrogen Produced by Farm: 13,824.00
Nitrogen Balance for Crops: (7,705.50)
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

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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 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 Description-Harvested As
A Barley Grain Crop
B Grazed Hybrid Bermudagrass Pasture/Grazed
C Hybrid Bermudagrass Hay Hay
B/C Comb. Hybrid Bermudagrass Graze/Hay Combination
D Corn-Grain Grain Crop
E Corn-Silage Silage
F Cotton Cotton Lint
G Grazed Fescue Pasture/Grazed
H Fescue Hay Hay
I Oats Grain Crop
J Rye Grain Crop
K Grazed Overseed Pasture/Grazed (Seeded in Bermudagrass)
L Overseed Hay Hay(Seeded in Bermudagrass)
M Grain Sorghum Grain Crop
N Wheat Grain Crop
O Soybean Grain Crop
P Pine Trees Pine Trees
S Small Grain Grain Crop/Hay(After Grain Crop)
CC Cover Crop Not Harvested; Burned/Disked In
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 PAN/ r/animal Farm Total/ r
3600 Farrow to Wean 0.8 2880
Farrow to Feeder 0.96
Farrow to Finish 3.9
Wean to Feeder 0.07
Wean to Finish 0.27
Feeder to Finish 0.34
Gilts 0.39
Boars 0.55
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 2880 pounds of plant available nitrogen per year and 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 14400 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 48 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 115.2 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.
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 inlhr * inches
T10703 1A Drangeburc C 0.5 1
T10703 1 B Drangeburc C 0.5 1
T10703 1C Drangeburc C 0.5 1
T10703 1 D Orangeburc C 0.5 1
T10703 1 E Drangeburc C 0.5 1
T10703 1 F Drangeburc C 0.5 1
T10703 2A Drangeburc C 0.5 1
T10703 2B Drangeburc C 0.5 1
T10703 2C Orangeburc C 0.5 1
T10703 2D Orangeburc C 0.5 1
T10703 2E Orangeburc C 0.5 1
T10703 2F Autryville C 0.6 1
T10703 2G Autryville C 0.6 1
T10703 2H Autryville C 0.6 1
T10703 21 Autryville C 0.6 1
T10703 Sub 1 Drangeburc C 0.5 1
T10703 Sub 2 Autryville C 0.6 1
T10703 3 Norfolk C 0.5 1
T10703 4 Goldsboro C 0.4 1
T10703 5 Autryville C 0.6 1
T10703 6 Noodingtor C 0.4 1
Optional Crops (Fielc
T10703 4 Goldsboro D 0.4 1
T10703 4 Goldsboro N 0.4 1
T10703 4 Goldsboro O 0.4 1
T10703 5 Autryville D 0.6 1
T10703 5 Autryville N 0.6 1
T10703 5 Autryville O 0.6 1
T10703 6 Noodingtor D 0.4 1
T10703 6 Noodingtor N 0.4 1
T10703 6 Noodingtor O 0.4 1
Jeans must be taken frc
6of11

Additional Comments:
This plan revised to include fields 3, 4, 5 &6 and to update the production and
application rates to the current rates as listed on the NCSU Nutrient
Management website.
Fields 3, 4, 5 &6 are optional fields and may be planted to any of the
crops listed.
4/1 31201 8 - Removed optional field 6 from NUP for sludge application from
Farm 2149.
4/10/2019 - Revised NUP to reflect Bermuda Hay and Overseed Hay in field 3,
and removed optional crops for that field.
5/24/2019-Added field 6 back into the NUP.
7 of 11

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: 2704&2706; AWS310375
Owner: Murphy-Brown, LLC dba Smithfield Hog Production
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 DWR before the new
animals 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 available for review by NCDWR upon request.
Name of Facility Owner: Murphy-Brown, LLC dba Smithfield Hog Production
Signature: S-au{ —1
Date
Name of Manager (if different from owner):
Signature:
Date
Name of Technical Specialist: Toni W. King
Affiliation: Smithfield Hog Production Division
Address: 2822 Hwy 24 West, PO Drawer 856
Warsaw, NC 28398
Telephone: [phone]
Signature: uD . V,
Date
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 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, recieving 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.
9of11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
9 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.
10 of 11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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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NUTRIENT UTILIZATION PLAN AMENDMENT
Grower(s): Murphy Brown,LLC dba Smithfield Hog Production
Farm Name: Farm 2704&2706;AWS310375
County: Duplin
Farm Capacity:
Farrow to Wean 3600
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Feeder to Finish
Wean to Finish
Gilts
Boars
Storage Structure: Anaerobic Lagoon
Storage Period: >180 days
Application Method: Irrigation
This amendment allows the producer to utilize the 100 lbs./ac PAN rate for the bermuda overseed
crop at this farm for the following fields: 1A-IF, 2A-21, Sub 1 and Sub 2, in accordance with the
attached guidance memo entitled "Updated Crop Management Practices for Bermuda Winter
Overseed" dated Nov 16, 2017. All application windows, amounts and other requirements listed in
the guidance memo shall be followed.
This allows for a mximum of 50 lbs./ac PAN for the January-March window to be applied as follows:
-No additional PAN applied in January with a maximum of 50 lbs./ac PAN applied in February-
March.
Owner/Manager Date
Technical Specialist Date

Updated Crop Management Practices for Bermuda Winter Overseed
This document, as approved by the Interagency Nutrient Management Committee on
October 10, 2017, hereby modified the July 13, 1998 Memorandum "Crop Management
Practices for Select Forages Used in Waste Management". This modification updates
the application window protocol for the 100 lb Nitrogen PAN rate for both Cereal Rye
and Annual Ryegrass, as well as winter small grains.
• Farms utilizing the 100 lbs./ac PAN rate for the overseed are allowed to apply no
more than 50 lbs./ac PAN from October 1 through December 31 and no more than
50 lbs./ac PAN from January 1 through March 31.
• Applications made during the months of December and January cannot exceed the
combined total of 25 lbs./ac PAN for the two-month period.
• The last application of animal waste is to be applied to the bermuda crop prior to
September 30.
• The PAN rate for grazed systems must be reduced by 25%.
All other requirements of the July 13, 1998 Memorandum continue to apply. Those
requirements include but are not limited to:
• Cereal rye and annual ryegrass should be planted by October 15 to provide the best
opportunity to get winter growth.
• A harvest is required prior to heading or April 7, whichever comes first, for both
cereal rye and annual ryegrass. This is necessary to minimize the potential for
shading of emerging Bermuda and reducing its yield. To favor the production of
bermuda, additional harvest of annual ryegrass will be required when the ryegrass
canopy reaches 12-15 inches height.
These management requirements shall also apply to overseeded winter small grain.
Nov 16, 2017

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NUTRIENT UTILIZATION PLAN AMENDMENT
Grower(s): Murphy Brown, LLC
Farm Name, 2704&2706;AWS310375
County: Du� fln
Farm Capacity.
Farrow to Wean 3600
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Feeder to Finish
Wean to Finish
Gifts
Boars
Storage Structure:--- -Anaerobic Lagoon
Storage Period: >1 80 days
Application Method: Irrigation
This amendment allows the producer to apply to the leased fields of James Lucas, T476, via a drag
hose system. See attached table and map for field,crop and application information.
This amendment updates and replaces the previous amendment dated 312912010.
Owner/Manager Date
Al. x'.L z/" /1,11g,
Technical Specialist Date

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Animal Waste Utilization Agreement
Smithfield Hog Production Division
I, James Lucas, hereby give Smithfield Hog Production Division permission to
apply animal waste from the waste utilization system on 108 acres of land I farm
and manage on farm 14336 tract 476 for the duration of time specified below.
I understand that this waste contains nitrogen, phosphorous, and other trace
elements and when properly applied should not harm my land or crops. I also
understand that the use of waste will reduce my overall needs for commercial
fertilizer, and that Nitrogen limitations exist based on individual farm Waste
Utilization Plans. After the completion of animal waste application, Smithfield
HPD shall provide said Landowner/Farmer with a Nitrogen total of animal waste
derived nutrients vs. remaining nutrients allowed in the Waste Utilization Plan.
This lease will stand year over year after the end of theme agreement, unless the
Landowner or Smithfield HPD provides written notification no Iater than 90 days
from termination date.
Landowner/POA: James Lucas_
Date: —2 ("
Landowner
Date:
Company Representative: Michael Norris Id
Date: Z-Z!- 19
Term of Agreement January 2019 to December 20 Z 1?

+ZNL'SAI, AtASTB HATI.AQX"fF-'TT p _R_a T
LAN CIPICATION FOR ESISTIYG pESDI,pI•S
Please return the campleted farm to the Divisi Environmental HanaQeraert
the address on the reverse side of this fare, on of at
Marne of farm (Please print) : `cS
"sailing Address:
} Phone No. ; .132 -3 3
a"M location: Latitude and Longitude 34Countu (of farm) ;
Please attach a COPY of a county (required) . Also,
road map with location identified.
''I of operation (swine, layer, dairy, etc. } ; 5 Design capacity (number of animals) : c+p C r-A Q_
Average -size of operation (12 month population av Average acreage►needed for land a g') '
saassaasotss:asassassatsssraa�ussasswss�sssasssss£awards:waste �=Kilt}ssssa�as::s�assas5t
Technical. Speclalist Certification
As a technical specialist designated by the North Carolina Soil and Water
Conservation Commission pursuant to 1SA NCAC 6F ' Car CarOS, I certify that the
existing animal waste management system for the farm named
wdSt@ A18iibytltiei+t �i.4 that Tf�$@t�, �;;` oR a above has an animal
Z
specifications of the Division of Environmental Management and the^USDAS and
Soil
Conservation Service and/or the North Carolina Soil and Water Conservatior.
Commission pursuant to 15A NCAC 2H.0217 and iSA NCAC 6F .0001-.�t0pg , The
Following elements and their corresponding minimum criteria have been verified
by me or other designated technical specialists and are included in the plan as
applicable: minimum separations (buffers) ; adequate quantity and amount of land
for waste utilization (or use of thirdess Proper
waste application equipment; schedule foratti}ing of apglicationshi application
rates; loading rates; and the control of the discharge of pollutants from
stornwater runoff events less severe than the 2S-year, 24-hour storm.
Na=e of Technical Specialiat (Please- Print) : ,
Affiliation (Agency) ; LE.At "TAlp N b
Address; C.
. Phone No.
Signature:
ssaraatass tsasssasssassesssazsasarsssassassasss:xIssas Date.
Cwaer/Haaager Jk?reemaat
1 (we) understand the operation and maintenance
approved animal waste management Plan for the farm nameddabove ures eand will im in the
ty
these procedures. I (we) know that an p-ing design aci
of the waste treatment a.nd storage system or construction oftnew facilities will
require a new certification to be Submitted to the Division of Environmental
Management before the new animals are stocked, I (wa) also understand that there
must be no discharge of animal waste from this system to surface waters of the
state either directly through a man-made conveyance or through =-uriufi from a
storm event less severe than the 25-year, 24-hour storm.
District. The approved plan will
be filed at the farm and at the office of the local Soil and Water Conservation
?Name of d Owner (Please Print) :_
Signature:
C WQI! Date: -1$
X&=a of H.aaager, if different wner
from b _ (Please
� ... .. .. print) :
Signature:
Date:_ '/3 /qS
charge in land vwtiershi re `" 1catlon or a �_ ~�
(if the approved plan is changed) within b0 daysoE a titletra:s`er. kicatiV^
DEM USE ONLY: ACES
B00119130537 C00107021098

Grower: 270 4 1 Designed y: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/17/08
County: Duplin Sheet_1 of 7
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
Farm Population:
Nursery: __....._---•-..- U
Wean to Finish: __.._....._..___..___ 0
Finishing: ------__....---...__ U
Farrow to weanling: --------•------ 2400 Hd.
Farrow to feeder: ------------------- 0
Farrow to finish: 0
Boars: -----..----...... 0
Storage Period: ------ •-- 180 Days
25 Yr.124 Hr Storm Event ------------ 7.5) In.
"Heavy Rain" Factor
Rainfall in Excess of Evaporation - 7,0 In.
Additional Water Usage: ----- 0
Additional Drainage Area: 0
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape? (YIN)------------ N
Does Operator Want Emergency Spillway? (YIN)------------ �t
Was This Design Built Prior to Sept. 1996? (YIN) ------------ Y
Is Drain Tile Req'd to Lower SHWT? (YIN)------------ N
Seasonal High Water Table Elev: 3(.,O
Freeboard: - 1.0 Ft.
Emergency Spillway Flow Depth:
Side Slopes: 3 :1 (H:V)
Inside Top Length: B60 () Ft,
Inside Top Width: 28 '.0 Ft.
Top of Dike Elevation: Depth i .90 F(,
Finished Bottom Elevation: - 11.00 Ft. _i':.' ) Ft.
Start Pump Elevation: 19.92 In. 4' 24 Ft.
Stop Pump Elevation: - ------------ 45.96 In. 39.0'1 Ft.
LAGOON VOLUME REQUIRED VOL. DESIGN VOLUMES % REQ_'_D.
Storm Stor= 115500 (Cu.Ft.) 116,809 (Cu.Ft.) 101.13%
Temporary= 361580 (Cu.Ft.) 368,382 (Cu.Ft.) 101.88%
_ Permanent= 1039200 (Cu.Ft.) _ 1,040,678 (Cu.Ft.) 100,14%
Total Volume= 1,516,280 (Cu.Ft.) 1,525,869 (Cu.Ft.) 100.63%
112 Treatment Volume= 519,600 (Cu.Ft.)
1/2 Treatment Volume Elevation = 35.71 Ft. 86.25 In.
90 Temporary Storage Volume Elevation = 39.88 Ft. 36.20 In.
Min, Required Liner Thickness 1.6 Ft.
Lagoon Surface Area: (Inside TOD) ------ 184,800 S.F.
Murphy-Brown,LAC Engineering P.O. Box 856,Warsaw, NG 28398 [phone]

Grower: -� Designe i (may: B
' Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/17/08
County: Duplin Sheet 2 of 7
ACTUAL. DESIGN VOLUME CALCULATIONS
BASE VOLUME: Cu. Ft.
LAGOON STAGE-AREA VOLUMES
Contour
Elevation (FT. Area SF Incr. Vol. (Cu. FT) Cumul. Vol. (Cu. FT)
31.90 127,116 0
32.00 127,601 12,736 12,736
33.00 132,492 130,047 142,783
34.00 137,456 134,974 277,757
35.00 142,491 139,973 417,730
36.00 147,598 145,044 562,774
37.00 152,777 150,188 712,962
38.00 158,028 155,403 868,364
39.00 163,352 160,690 1,029,054
40.00 168,747 166,049 1,195,104
41.00 174,214 171,480 1,366,584
42.00 179,753 176,984 1,543,567
42.90 184,800 164,049 1,707,616
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL 1,516,280 CF CUMULATIVE VOL. ZONE VOL. 100.63%
END PUMP = = = = 39.07 FT 1,040,678 CF TR'MT 1,040,678 100.14%
START PUMP = = 41.24 FT 1,409,060 CF TEMP 368,382 101.88%
MAX STORAGE = 41.90 FT 1,525,869 CF STORM 116,809 101.13%
Alumhy-Brown. LLC t=ngjneerrng P O Box 856 jVer:saw, NC 28398 [phone]

Grower: 27041 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/17/08
County: Duplin Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
Animal Type Capacity ALW (cu.tt./lb) = Total
Nursery _ - D _ - 30_ —� 1,00"— 0
Wean to Finish 0 115 1.00 0
Finishing ------------------0 ------ 135 1.00---_- _ 0
Farrow to weanling 2,400 433 1.00 - 1,0.39,200
Farrow to feeder _ _ 0 _ 522 W 1.00 _ 0
Farrow to finish 0 _ _ 1.417 _ 1.00 j--- 0
Boars -- --� 0 400 1.00 J 0
Total Required Treatment Volume (cu.ft.)= 1,039,200
Sludge Storage Volume:
Animal 'I-vpe' �- - � Capacity AL1fU {cu.ft./ib) = I-otal
'Nursery 0 30 — 0.00 0
Wean to Finish 0 115 0.00 0
Finishina 0 135 0.00 0
Farrow to weanling 2.400 433 0.00 0
Farrow to feeder 0 522 0.00 0
Farrow to finish 0 1,417 0.00 0
Boars 0 400 0,000 G
Total Required Sludge Storage Volume (cu. ft.)= 0
Temporary Storage Volume:
Manure ProdUCtiOn:
Anima! Tvpe - Cat�acity' Sto. Period:J.�day)_Tofal
Nursery 0 180 0.30 0
Wean to Finish 0 180 1.17 0
Finishino r 180 1.37 0
Farrow to weanlina 2,400 180 4.39 1,89'8,272
------- ------ - ._.._ __.....
Farrow to feeder 0 180 5.30 0
Farrow to finish 0 180 14.38 0
Boars 0 180 4.06 0
Total Manure Production (gals.)= 1,898,272
Total Manure Production (cu.ft.)= 253,780
Excess Fresh Water:
(Animal Type -- _.. ...-.-----.---rapacity' Sfo. Periad d.lday)=Total-----------
_
Nurser --. _�---_ _-�- 0 180 0.00 -- - -0
_T
Wean to Finish 0 180 0,00
Finishing 0 -- 180 -W 0.00 - - 0
Farrow to weanling 2,400
Farrow to feeder 0 180 0.00 - 0
Farrow to finish — - -- 0 — 180 _ 0,00 0
Boars _ 0 180 _---- 0.00 �.�_-----_---0
Total Fresh Water Excess (gals.)= 0
Total Fresh Water Excess (cu.ft.)= 0
Murphy-Brown, LLC Engineering P.U. Box 856, Warsaw NC 28398 [phone]

Grower: 27041 Designed By: KBW
I Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/17/08
County, DuPlin Sheet 4 of 7
Temporary Storage Volume: (Cont.l
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area +Additional Drainage Area) ' Rainfall/ 12in./ft
Vol.= (184800 sq.ft. + 0 sq.ft.) ' 7 in. 112 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 107,800
Storm Storage:
Vol.=(Lagoon Surf. Area +Addt'I Drainage Area) " 25Yr./24Hr. Storm(in)/ 12in./ft.
Vol.= (184800 sq.ft + 0 sq.ft.) " 7.5 in. /12 in./ft.
Total Required Volume for 25Yr./24Hr. Storm Event(cu.ft)= 115,500
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area +Addt`I Drainage Area) "'Heavy Rain" Factor(in)/ 12in./ft.
Vol.= (184800 sq.ft + 0 sq.ft.) ' 0.0 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) = 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
0 0
Total Required Storm Storage
15Yr.!24=1r. Stour } 'Heavy hdin'.1= 115,500 (CU.FT)
Total Required Temporary Storage
(Manu1-0 Prod. + Excess Fr.%,Hater .1 Rainfall Excel Addli'Joir.al 'vVr:ter Storage) .. 361,580 (CU.FT)
Total Required Permanent Storage
(Trey-atm nl .r Sludrxcl= 1,039,200 (CU.Fl-)
TOTAL REQUIRED VOLUME = 1516280 (CU.FT.)
/vlurpliy-Brown, LI.G Engineering F� 0. Cox 856, Warsaw NC 28398 [phone]

Grower: 27041 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/17/08
County Duplin Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation _.................... 42.90 FT.
Emergency Spillway Crest Elevation Not AlApplicable
Top of 25Yr. / 241-1r. Storm Storage - - 41.90 FT.
Top of"Heavy Rain"Storage •-----•--------------- Not Applicable
Start Pump Elevation ----•--------- ----- 41.24 FT.
End Pump Elevation ------------------- 39.07 FT.
Top of Sludge Storage ---. ----- Not Applicable
Seasonal High Watertable Elev. ---- --- 0,00
Finished Bottom Elevation - 31.90 FT.
Inside Top Length 660.00 FT,
Inside Top Width 280.00 FT.
Side Slopes 3:1 H:V
Lagoon Surface Area 184,800 SF
Min. Liner Thickness (if required) . --- ---- -- 1.6 FT.
Freeboard Depth 1.00 FT.
Temporary Storage Period 180 Days
TOTAL DESIGN VOLUME = 1525869 (CU•FT.)
Lone Domths:
Treatment i Siudge Storage Zone. Depth - 7.2 F t .
1 emporary>tor(ge Zone DE�pth ----------- 2.2 FT.
Freeboard'Storm Storage Zone Depth - - 1.7 i"'1•.
Total Lagoon Depth 11.0 FT
Murphy-13rawr), Ll.0 Enginuoring P.O. Box 856, Warsaw NC 28398 [phone]

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Grower: 27041 Designed By: KBW
I Address: PO Box 856 Checked By: DSE
1 Warsaw, NC 28398 Date: 12/17/08
County: Duplin Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359-WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
NOTE: See attached ,\taste Utilization Plan f
Y�,'
DATE.-
COMMENTS:
This design is update of start and stop pump elevations and to show the 112
treatment volume level for sludge storage. This design does not supercede the
original certification of the farm.
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 (91 D) 293-3434

;1NI.S+ xL WA=Z 1MX;LG F_nT PLXN C3RTSFXCA'Z'zcx FCR 'P TIXG FZ_V LO S
APR - 8 1995
Please ratzm the completed form to the Division of Envi_onmantal Hanagameat aL
the address on the reverse side of this form. WATER QUALITY
Name of fare (Please print) : '`--' I`
:tailing Address D
Phone No. -3 3
t iM County (of farm) :
Fa--m location: Latitude and Longitude---'Aw Ma,PA" /_U6 08',c' (recriired) . 11,s_o�
Please attach a copy of a county road map with location identified. 3'4-5148l
'Type of operation (swine, layer, dairy, etc.) : S W_t N e 7FS.. J4F3_
Design capacity (number of animals) : 2,!jDD PAP-- w elkg
Average -size of operation (12 month population avg.) :_-14 Q�
Average acreage needed for land application of waste (acres) : Ql-q
=assssssnonMwwaeswsawsw assss Mum swsswwswswown wwswaass=swawaaasawaae
Technical Specialist Certification
As a technical specialist designated by the North Carolina Soil and Water
Conservation Commission pursuant to 15A NCAC 6F .0005, I certify that the
existing animal waste management system for the farm named above has an animal
Waste. maliagasAent plan that rmet.". and ...-_^ts-nance cta.^.dar s and
specifications of the Division of Environmental Management and the USDA-Soil
Conservation Service and/or the North Carolina Soil and Water Conservation.
Commission pursuant to 15A NCAC 2H.0217 and 1SA NCAC 6F .0001-.%1005. The
following elements and their corresponding minimum criteria have been verified
by me or other designated technical spec?alists and are included in the plan as
applicable: minimum separations (buffers) ; adequate quantity and amount of land
for waste utilization (or use of third party) ; access or ownership of proper
waste application equipment; schedule for timing of applications; application
rates; loading rates; and the control of the discharge of pollutants_ from
stormwater runoff events less severe than the 25-year, 2`4-hour storm. .
Me=% of Technical Specialist (Please Print) .``U41� Ala ' -*,ITIQ&
Affiliation (Agency) : At 1EL' AT-rz tM 1AM Cti M&jkn1j`a Qo s _ TALC.
Address: U) -C- 33 W - Phone No.
Signature: Date•
mum ww:samassssssassssass:wasasswwwwwsswassaasss==an==nousassw:wssssaaa
owner/Manager Agreement
1 (we) understand the operation and maintenance procedures established..in .the
approved animal waste management plan for the farm named above and will-implement
these procedures. I (we) know that any expansion to the existing design capacity
of the-waste treatment and storage system or construction of new facilities will
require a new certification to be submitted to the Division of Environmental
Management before the new animals are stacked. I (we) also understand that there
must be no discharge of animal waste from this system to surface waters of the
state either directly through a man-made conveyance or through runoii iron c
storm event less severe than the 2S-year, 24-hour storm. The approved plan will
be filed at the farm and at the office of the local Soil and Stater Conservation
District. r
:tame of d Owaar (Please Print) : \ Y4 RIB'S �iA
Signature: Date: -ZIT�1 S
0 GL: C.Ili QYl4�1•`5 ��4 fl'�t 1.11u4S i p
Hama of Xaaager, if different from uner (Please 1print) :
S ignature: (N �A�s=-f�-s` .. -_ Date. t �!
.t
±iota: A change in land ownership requires notification or a new certification.
(if' the approved plan is changed) within 60 days of a title transfer.-
DEN USE ONLY: ACE# L <

rower: << ) eslgnec y: KBW
I Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/17/08
County: Duplin _ Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
Farm Population:
Nursery: -------------------- 0
Wean to Finish: ------•------------- 0
Finishing: --------------------- 0
Farrow to weanling: ------ -- 1200 Hd.
Farrow to feeder: ------ ••.-••• 0
Farrow to finish: ------------- --•__ 0
Boars: ------------------- 0
Storage Period: ------ ----- 180 Days
25 Yr./24 Hr Storm Event
"Heavy Rain" Factor
Rainfall in Excess of Evaporation ------ -- ----• 7.0 In.
Additional Water Usage: - ---- - -- - 0
Additional Drainage Area: ------- 0
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape? (YIN)------------ N
Does Operator Want Emergency Spillway? (YIN)------------ N
Was This Design Built Prior to Sept. 1996? (YIN)------------ Y
Is Drain Tile Req'd to Lower SHWT? (Y/N)------------ N
Seasonal High Water Table Elev: ------ -- :36.00 Ft.
Freeboard: ------- _.. ....._. .n Ft.
Emergency Spillway Flow Depth:
Side Slopes: ----- 3 :1 (H:V)
Inside Top Length: :1P5.0 Ft.
Inside Top Width: 67',0 Ft-
Top of Dike Elevation: Depth Ar.10- Ft.
Finished Bottom Elevation: 11.00 Ft. K- 1W Ft.
Start Pump Elevation: 20.04 In. _`-,' .t Ft.
Stop Pump Elevation: 45.6 In. 4 12,a!i Ft.
LAGOON VOLUME REQUIRED VOL. DESIGN VOLUMES % REQ'D.
Storm Stor= 62109 (Cu.Ft.) 62,909 (Cu.Ft.) 101.29%
Temporary = 184859 (Cu.Ft.) 189,995 (Cu.Ft.) 102.78%
_Permanent= _ 519600 (Cu.Ft.) 526,636 (Cu.Ft.) 101,35%
�- Total Volume= 766,568 (Cu.Ft.) 779,539 (Cu.Ft.) 101.69%
112 Treatment Volume= 259,800 (Cu.Ft.)
112 Treatment Volume Elevation = 39.04 Ft. 84,71 In.
90 Temporary Storage Volume Elevation = 43.10 Ft. 35.97 In.
Min. Required Liner Thickness - 1.6 Ft.
Lagoon Surface Area: (Inside TOD) - 99,375 S.F.
Murphy-Brown, LLC Engineering P.O. Box 856,Warsaw, NC 28398 [phone]

rower: 27061 Designed By: 1<B:`':`
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12117/08
County: Duplin Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: OCu. Ft.
LAGOON STAGE-AREA VOLUMES
Contour
Elevation (FT.j Area SF1 Incr. Vol. (Cu. FT) Cumul. Vol. (Cu. FT)
35.10 61,491 0
36.00 64,263 56,589 56,589
37.00 67,412 65,838 122,427
38.00 70,633 69,023 191,450
39.00 73,926 72,279 263,729
40.00 77,291 75,608 339,337
41 .00 80,727 79,009 418,346
42.00 84,236 82,482 500,828
43.00 87,817 86,027 586,855
44.00 91,470 89,643 676,498
45.00 95,195 93,332 769,830
46.00 98,991 97,093 866,923
46.10 99,375 9.918 876,841
These volumes were calculated using the vertical average end area method. _
TOTAL REQD VOL 766,568 C_F _ CUMULATIVE VOL. _ ZONE VOL. 101.69_%
END PUMP = _ _ ^ _ 42,30 FT 526,636 CF TR'MT 526,636 101.35%
START PUMP = = 44.43 FT 716,631 CF TEMP 189,995 102.78%
MAX STORAGE = 45.10 FT 779,539 CF STORM 62,909 101.29%
mof.,o ry-f'nrown, !+C ._-x,�h?r�;t?,iq P'0 Box 860,Vv f%SiVr, W(; ,•'9tr)M-3434

Grower: 27061 - Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/17/08
County: Duplin Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage;
Required Treatment Volume: _____
(Animal Tvpe _ _— Gapaciiv ALW icu.ft.%Ib) total
Nursery. - 0 30 1.00 0
Wean to Finish 0 - 115 _ 1.00 0
Finishing - ---- 0 __----.- 135 --- 1.00 - 0
Farrow to weanling- _ _ _---1,200 433 _ 1.00 519, 000
Farrow to feeder 0 522 1.00 _ 0-
Farrow to finish - O --_--1,417 —_-_--1.00
0 400 1.00 _ _0
— _-- Total Required Treatment Volume (cu. fQ= — 519,600
Sludge Storage Volume:
Anima! Type C ar�acity '— ALN {cu.ft./lb) = Total
Nursery 0 r 30 0.00 0
Wean to Finish 0 I 115 0.00 0
--..__.-..... ..... .. .._ ._ ..... -- ._..._._...._..- --- - - ._.... - -------... _.__...
Finishing D - --135 0.00 0
Farrow to weanlinq 1,200 433 0.00 0
Farrow to feeder 0 522 0.00 0
Farrow to finish 0 I 1,417 0.00 f
Boars 0 ( 400 0.000 0
Total Required Sludge Storage Volume (cu. ft.)= D
Temporary Storage Volume:
Manure Production: - -
Animal 'Type Capacity' Sto, Period d.lday) _ -I otal
Nursery 0 180 0.30 0
Wean to Finish 0 180 1.17 0
Flnlshing 0 180 1.37 0
Farrow to weanlinn 1,200 180 4.39 049,136
Farrow to feeder 0 180 5.30 0
Farrow to finish 0 180 14.38 0
Boars 0 180 4.06 0
Total Manure Production (gals.)- 949,136
Total Manure Production (cu.ft.)= 126,890
Excess Fresh Water:
[L-riimat tvoe [:aoacity' 5to. Period d.ldav)_ total _--
Nursery 0 -----180 0.00 0
Wean to Finish 0 180 0.00 0
Finishing 0 180 0.00 0
Farrow to weanling 1,200 180 0.00 0
Farrow to feeder 0 180 0.00 0
Farrow to finish 0 180 0.00 0
Boars ----_--0 --- 180 _.._.._..-O.OD 0
---- --
Total Fresh Water Excess (galls.)= 0
Total Fresh Water Excess (cu.ft.)= 0
Morphy-Brown, l.LG'l rigiru;err'irril P.O. Box 856, Wat:saw NC 28398 [phone]

Groover: 27061 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/17/08
County: Duplin Sheet 4 of 7
Temporary Storage Volume: (Cont.
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area +Additional Drainage Area)" Rainfall/12in./ft
Vol,= (99375 sq.ft. + 0 sq.ft.) ` 7 in. 112 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 57,969
Storm Storage:
Vol.=(Lagoon Surf. Area +Addt'I Drainage Area) ` 25Yr.124Hr. Storm(in)! 12in./ft.
Vol.= (99375 sq.ft + 0 sq.ft.) " 7.5 in. 112 in./ft.
Total Required Volume for 25Yr./24Hr. Storm Event (cu.ft)= 62,109
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area +Addt'I Drainage Area) "'Heavy Rain" Factor(in)/ 12in.lft.
Vol.= (99375 sq.ft + 0 sq.ft,) ' 0.0 in. 112 indit.
Total Required Volume for "Heavy Rain"(cu.ft.) = 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
0 0
Total Required Storm Storage
2,5Yr. . .'=1l it-. Str;ri•i + 't I=avv '2;?ir;"i= 62.109 (CU.FT)
Total Requirccl Temporary Storage
(flanure P, d. + Excess Fr. 1'ti/)t(?r '�' Rainfall Ex,:;os^ + Ac dition::?v%,atcr Stor 184,d59 (CU.FT)
Total Required Permanent Storage
fqe,.)tineirt{- SIu:;i,F) _= 519.600 (CU.FT)
TOTAL REQUIRED VOLUME = 766568 (CU.FT.)
Murphy f3ratvr,, Lf.0 1-rr.1mu:ring P 0. Box 856, Warsaw NC 2830 [phone]

Grower: 27061 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/17/08
County: Duplin Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation 46.10 FT.
Emergency Spillway Crest Elevation ----—---.- -------- Not Al Applicable
Top of 25Yr, /24Hr. Storm Storage •------ 45.10 FT.
Top of"Heavy Rain"Storage ----------•---- Not Applicable
Start Pump Elevation - 44.43 FT.
End Pump Elevation -•-- 42.30 FT.
Top of Sludge Storage ............ ••----- Not Applicable
Seasonal High Watertable Elev. ------------------- 36.00 FT.
Finished Bottom Elevation ------------------- 35.10 FT.
Inside Top Length .......... 375.00 FT.
Inside Top Width 265.00 FT.
Side Slopes 3:1 H:V
Lagoon Surface Area 99,375 SF
Min. Liner Thickness(if required) 1.6 FT,
Freeboard Depth 1.00 FT,
Temporary Storage Period 180 Days
TOTAL DESIGN VOLUME 779539 (CU.F1-.)
Zone Depths:
Troalm::nt 1 Sludge Storage -Lone Depth 7.2 FT-.
Temporary Storage lone Depth 2.1 FT.
Freeboard/ StOrM Storage Zone Depth 1.7 FT.
Total Lagoon Depth 11.0 FT-
Murphy-Brown, LLC En_gineerinq f'.U. Box 856. Warsaw NC 28398 [phone]

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Grower: 27061 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/17/08
County: Duplin Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the united States
Natural Resources Conservation Service PRACTICE STANDARD 359-WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
No rt See'attnrtu+d W��sle lJI lil.�tmn Penn
OUSIC NI.- :
C,UviNIFN I
Thi., design is update of "'Dart and sap p( 111) olcv1?tlons an+:J to show
treatment volume level for sludge storage. This design does not supersede the
original certification of the farm.
Murphy-Brown, LLC Engineering P.O, Box 856, Warsaw NC 28398 [phone]