310806_Permit Renewal Application 2019_20190410

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, 2019, 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 3,2019.
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 Permlttee.
1. Farm Number: 31-0806 Certificate Of Coverage Number: AWS310806
2. Facility Name: N&T Farm 1-8
3. Landowner's Name(same as on the Waste Management Plan): Neil Whitfield
4. Landowner's Mailing Address: PO Box 334
City: Pink Hill State: NC Zip: 28572
Telephone Number. 252-559-2778 Ext. E-mail: Z dr3
5. Facility's Physical Address: Quinn Rd 3 a 1 let 001 Qy11 PA JU.-* I
City: Kenansville State: NC Zip: 28349
6. County where Facility is located: Duplin
7. Farm Manager's Name(if different from Landowner):
g, Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write"None"): Murphv-Brown LLC
10. Operator Name(OIC): Teresa S..Whitfield Phone No.: 252-568-6342 OIC#: 22087
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-Feeder to Finish 6,400
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 and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name Built Unknown) (Cubic Feet) (Square Feet) (Inches)
LAGOON#1 T-t 9,4 9 Z 93 5'1f6 30,928.00 19.00
LAGOON#2 l�—14-199 Z,a 4'S 35,719.00 19.00
LAGOON#3 �Z'l—Q� 77,101.00 19.00
Mail 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)to the 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,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

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.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation,signature should be by a principal executive officer of the corporation):
Name: Title:
Signature: Date:
Name: Title:
• R
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
E-mail:[e-mail]
FORM: RENEWAL-STATE GENERAL 02/2019

:5 /_gd 6
OPERATION & MAINTENANCE PLAN
Proper lagoon liquid 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 the thunderstorm season-in the summertime. This means
that at the first signs of plant growth in the later winter/early spring, irrigation according to
a farm waste management plan should be done whenever the land is 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
irrigate 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 fertilizer 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

OPERATION & MAINTENANCE PLAN
Proper lagoon liquid 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 the thunderstorm season-in the summertime. This means
that at the first signs of plant growth in the later winter/early spring, irrigation according to
a farm waste management plan should be done whenever the land is 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
irrigate 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 fertilizer 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

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 of 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 or 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 al/ 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

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 inflow 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 occour 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.

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 b)+ keeping feeders adjusted. This
will reduce the amount of solids entenng 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 lever (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.
. Do not pump the lagoon liquid level lower that 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:

. 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 soil test, and incorporated to reduce the chance of
i
erosion. Note that if the sludge s applied to fields with very high soil-test phosphores, 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.
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.

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
F-1 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.
Rendering at a rendering plant licensed under G.S. 106-168.7.
ElF1 Complete incineration according to 02 NCAC 52C.0102.
A composting system approved and permitted by the NC Department of Agriculture&Con-
F1 E] 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 In the case of dead poultry only,placing in a disposal pit of a size and design approved by the
DNC Department of Agriculture&Consumer Services(G.S. 106-549.70).
a a 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.
.All A
��VI LJ wma xc- -,/!*
Sign ture of Farm Owner/Manager Date
Signature of nical Specialist Date

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
-Source Cause BMP's to Minimize Odor Site Specific Practices
Farmstead Swine production () Vegetative or wooded buffers;
() Recommended best management
pro es;
{ Good judgment and common sense
Animal body surfaces Dirty manure-covered animals () Dry floors
Floor surfaces Wet manure-covered floors ( raterers
d floors;
( located over slotted floors;
() Fee rs at high end of solid floors;
( crape manure buildup from floors;
{) Underfloor ventilation for drying
Manure collection pits Urine w1requent manure removal by flush,pit
recharge,or scrape
Parital micorbial decomposition () Underfloor ventilation
Ventilation exhaust fans Volatile gases; an maintenance;
Dust ffici nt air movement
Indoor surfaces Dust vowashdown between groups of animals
() Feed additives;
{) Feeder covers;
() Feed delivery downspout extenders to
feeder covers
r.Flush tanks Agitation of recycled lagoon ()Flush tank covers
liquid whiles tanks are filling {) Extend fill lines to near bottom of
tanks with anti-siphon vents
Flush alleys Agitation during wastewater () Underfloor flush with underfloor
conveyanance ventilation
Pit recharge points Agitation of recycled lagoon ()Extend rechard lines to near bottom of
liquid while pits are filling pits with anti-siphon vents
Lift stations Agitation during sump tank filling ()Sump tank covers
and drawdown
Outside drain collection Agitation during wastewater () Box covers
or junction boxes conveyance
End of drainpipes at lagoon Agitation during wastewater () Extend discharge point of pipes
under eath lagoon liquid level
Lagoon surfaces Volatile gas emissions (=ct
r lagoon liquid capacity
Biological mixing ( lagoon startup procedures
Agitation ( Mi m surface area-to-volume ratio
( inimum agitation when pumping
() Mechanical aeration
()Proven biological additives
Irrigation sprinkler nozzles High pressure agitation ( Irr' to on dry days with little or no wind
Wind draft M' um recommended operation pressure
( ump intake near lagoon liquid surface
() Pump from second-stage lagoon
AMOC--November 11, 1996

Storage tank or basin Partial microbial decomposition () Bottom or midlevel loading
surface Mixing while filling (}Tank covers
Agitation when emptying (} Basin surface mats of solids
() Proven biological additives or oxidants
Settling basin surface Partial micobial decomposition {) Extend drainpipe outlets underneath liquid
Mixing while filling level
Agitation when emptying () Remove settled solids regularly
Manure,slurry or sludge Agitation when spreading () Soil injection of slurry/sludges
spreader outlets Volatile gas emissions ()Wash residual manure from spreader after use
()Proven biological additives of oxidants
Uncovered manure, slurry Volatile gas emissions while drying ()Soil infection of slurry/sludges
or sludge on field surfaces () Soil incorporation within 48 hours
()Spread in thin uniform layers for rapid drying
() Prove iological additives or oxidants
Dead animals Carcass decomposition roper dikoosition of carcasses
Dead animal disposal Carcass decomposition (),qo,,--plb a covering of carcasses in burial pits
pits (, r1roper location/construction of disposal pits
Incinerators Incomplete combustion () Secondary stack burners
Standing water around Improper drainage Grade and landscape such that water drains
facilities Microbial decomposition of away from facilities
organic matter
Manure tracked onto public Poorly maintained access roads arm access road maintenance
roads from farm access
Additional Information: Available From:
Swine Manure Management;0200 Rule/BMP Packet NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management: Pit Recharge--Lagoon Treatment; EBAE 128-88 NCSU-BAE
Swine Production Facility Manure Management: Underfloor Fluse--Lagoon Treatment; EBAE 129-88 NCSU-BAE
Lagoon Desig and Management for Livestock Manure Treatment and Storage;EBAE 103-83 NCSU-BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33 NCSU-Swine Extension
Environmental Assuranc Program: NPPC Manual NC Pork Produces Assoc
Options for Managing Odor;a report from the Swine Odor Task Force NCSU Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies; PR0107, 1995 Conference Proceedings Florida Cooperative Extension
The issues checked ( ) pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
odor control measures as practical.
I certify the aforementioned odor control Best Managment Practices have been reviewed with me.
(Landowne ure)
- 8a6 - 3l
AMOC--November 11, 1996

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source CauseBMP's to Minimize Odor Site Specific Practices
P
(Liquid tams)
Flush Guitars Accumulation of solids ( 'Flush system is designed and operated
sufficiently to remove accumulated
soilds from guitars as designed.
() Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids (JofAaintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30%of surface.
Excessive Vegetative Decaying vegetation ( aintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage () Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the accumulation
of decaying wastage.
( )Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during winter).
aed Storage Accumulations of feed residues ( ) Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
() Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Areas Accumulations of animal wastes () Eliminate low area that trap moisture along fences
and feed wastage and other locations where waste accumulates and
and disturbance by animals is minimal.
( ) Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e. inspect for and remove or break up accumulated
solids as needed).
r��NiIC--November 11, 1996

)ry Manure Handling Accumulations of animal wastes () Remove spillage on a routine basis (e.g. 7-10 day
Systems interval during summer, 15-30 days interval during
winter) where manure is loaded for land application
or disposal.
l l Provide for adequate drainage around manure stockpiles.
(1 Inspect for and remove or break up accumulated wastes
in filter stripes around stockpiles and manure handling
areas as needed.
The issues checked ( 1 pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been reviewed with me.
_ moo....-
(Landown Signature)
• (Farm Name)
(Facility Number)S
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC
�7eii6.781�
SIC--November 11, 1996

System Calibration
Information presented in manufacturers 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 examp'ie, 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 providea
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 Anima!Waste Management Systems Manua!
31`0

k000�l
MORTALITY MANAGEMENT METHODS
(check which method(s) are. being implemented)
( ) Burial three feet beneath the surface of the ground within 24 hours
after knowledge of the death. The burial be at least 300 feet from
any flowing steam or public body of water.
( Rendering at a rendering plant licensed under G. S. 106-168.7
( ) Complete incineration
( ) In the case of dead poultry only, placing in a disposal pit of a size and
design approved by the Department of Agriculture.
( ) 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 of the State Veterinarian must be attached)
y1SI
I- g�-6

EMERGENCY ACTION PLAN 31,g14
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) [phone]
EMERGENCY MANAGEMNET SERVICES (EMS) [phone]
SOIL AND WATER CONSERVATION DISTRICT (SWCD) [phone]
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) [phone]
COOPERATIVE EXTERSION 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 you 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 ore may not be
possible. Suggested responses to some possible problems are listed belwo.
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 flows 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 flows in the house, flush systems, or solid separators.
E. Leakage from base or sidewallof 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, trap 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 lagoon
bottom as soon as possible.
1

v
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any 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: 919-733-3942. 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 movement of
the spill, weather and wind conditions. The corrective measures that have been
under taken, and the seriousness of the sitution.
b. If spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Helath Department.
d. Contact CEs, phone number - , local SWCD office phone number - -, and 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 you
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 off-
site damage.
a. Contractors Name: Ae �4y
b. Contractors Address: Wr.SY Ale-At Z yv3 ,vim-
c. Contractors Phone: u/ -ar-4 3 << .1
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name:
b. Phone: C9',ol.2�L �;20if
7. Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste managment plan to
keep problems with release of wastes from happening again.
2

Version—November 26,2018
• Mortality Management Methodsg
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 ater
(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.
El F-1 Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B.0200.
❑ Rendering at a rendering plant licensed under G.S. 106-168.7.
❑ ❑ Complete incineration according to 02 NCAC 52C .0102.
a A composting system approved and permitted by the NC Department of Agriculture&Con-
sumer Services Veterinary Division(attach copy permit). If of ermit
additional requirements must be met and a compost is distributed off-farm,
permit is required from NC DEQ.
❑ ❑ 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 opinioniof 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.
�3_19_41
i re Farm Owner/Manager Date
Illjllllllll
43
oOoor Signature of lleffnical Specialist Date

Nutrient Management Plan For Animal Waste Utilization
01-26-2015
This plan has been prepared for: This plan has been developed by:
N&T Farms (31-806) Ronnie G. Kennedy Jr.
Tom &Neil Whitfield Agriment Services, Inc.
PO Box 334 PO Box 1096
Pink Hill, NC 28572 Beulaville, NC 28518
(252) 559-277 252-56 - 48
Dev Loper Signature
Type of Plan: Nitrogen Only with re Only
Owner/Manager/Producer Agreement
I(we)understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
Si tune(owner) Date
Signature(manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture-Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water serva ion Commission.
Plan Approved : �1
PP B Y
3)"C',hnical Specialist Signature Date
-----------------------------------------------------------------------------------------------------------------
------------------------------------------------
772799 Database Version 4.1 Date Printed: 01-26-2015 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S7 Swine Feeder-Finish Lagoon Liquid waste generated 5,932,800 gals/year by a 6,400
animal Swine Finishing Lagoon Liquid operation. This production facility has waste
storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 10694
Incorporated 12833
Injected 12833
Irrigated 10694
Max. Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs) * Applied Obs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 10,694 22334 -11,640 12,390,386 -6,457,586
Year 2 10,694 17030 -6,336 9,447,829 -3,515,029
Note: In source ID,S means standard source,U means user defined sowce.
*Max.Available PAN is calculated on the basis of the actual application method(s)identified in the plan for this source.
772799 Database Version 4.1 Date Printed: 01-26-2015 Source Page 1 of 1

Narrative
1/26/2015
THIS PLAN IS A REVISION OF THE 7/25/2002 PLAN COMPLETED BY RONNIE G. KENNEDY
JR. THIS PLAN SHOWS THE ADDITION OF CENTER PIVOT ON T-71730 F4.
ALL SOYBEANS RATES WERE TAKEN FROM THE 7/25/2002 PLAN.
7/25/2002
THIS PLAN IS A REVISION OF THE 6/17/99 PLAN COMPLETED BY Ronnie G. Kennedy Jr. THIS
PLAN DEPICTS THE WETTABLE ACRES ON THE FARM AND DISPLAYS THE SAME IN THE
CALCULATION TABLES. GPS TECHNOLOGY WAS USED TO OBTAIN A BETTER MAP OF
FARM AND TO OFFICIALLY INCORPORATE BMPS THAT HAVE TAKEN PLACE ON FARM.
FARM SERVICES MAPS WERE OLD AND UNCLEAR OF ACREAGES;THEREFORE MAPPING
TOOK PLACE TO CLARIFY APPLICATION AREAS AND CROPPING SYSTEMS.
THERE ARE ACRES THAT WILL BE UTILIZED WITH ALTERNATIVE IRRIGATION
EQUIPMENT.THESE AREAS ARE DENOTED ON MAP AND IN THE TABLES OF'THE WASTE
UTILIZATION PLAN.
DUE TO THE DEFICIT NOTED IN THIS WUP,IT IS ALLOWABLE FOR COTTON TO REPLACE
THE CORN CROP ON TRACT 70989 FIELD 1 IF MR.WHTTFILLD SO DESIRES.IF COTTON IS
USED THE APPLICATION WINDOWS WILL BE+MAY-JUN+AND THE AGRONOMIC RATE
WILL BE 45 LBS.N PER ACRE THIS WILL ALLOW FOR THE RESIDUAL N FROM THE
PREVIOUS CROP.
NO WASTE SHOULD BE APPLIED TO A CROP THAT DOES NOT HAVE A REALISTIC YIELD
FOR THE USAGE OF IRRIGATED SWINE WASTE,EXCEPT FOR PREPLANT. ALL FIELDS
MUST MEET MONITORING AND REPORTING REQUIREMENTS WIHEN USED. MR.
WHITFIELD PLANS TO APPLY SWINE WASTE IN ACCORDANCE WITH HIS SPECIFIC WASTE
ANALYSIS NOT TO EXCEED THE HYDRAULIC LOADING OF THE SOILS.
THIS WASTE PLAN SHOULD NOT TAKE EFFECT UNTIL THE END OF THE APPLICATION
CROP WINDOWS FOR CROPS BEING UTILIZED AT THE TIME OF PLAN PREPARATION.THIS
PLAN WILL START WITH THE NEXT AVAILABLE CROPPING CYCLES.
-----------------------------------------------------------------------------------------------------------------------------------------------------------------
772799 Database Version 4.1 Date Printed: 01-26-2015 Narrative Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition,the Leaching Index for each field is shown,
where available.
Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
70989(F 1) F 1(HW) 24.60 24.60 N/A Pactolus Corn,Grain 65 bu.
Rye,Grain 35 bu.
Soybeans,Double Crop 21 bu.
70989(F3) F3(HW) 6.50 1.30 N/A Marvyn Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.0 Tons
70989(F3) Pull 11 6.50 4.15 N/A Marvyn Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.0 Tons
70989(F4) F4(HW) 10.20 0.92 N/A Lucy Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
70989(F4) Pull 12 10.20 3.70 N/A Lucy Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
70989(F4) Pull 13 10.20 2.59 N/A Lucy Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
70989(178) F8(HW) 12.50 1.08 N/A Lucy Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
70989(F8) Pull 14 12.50 3.85 N/A Lucy Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
70989(178) Pull 15 12.50 1.41 N/A Lucy Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
P1730((Fl&2jFl&2(HW)
Pull 16 12.50 3.44 N/A Lucy Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
Pull 17 6.30 2.84 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
Pull 18 6.30 2.37 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
22.11 1.12 N/A Lumbee Corn,Grain 115 bu.
Rye,Grain 50]bu.
Soybeans,Double Crop 38
1730(17W Pull 1 22.11 5.25 N/A Lumbee Corn,Grain 115
Rye,Grain 50
Soybeans,Double Crop 38
772799 Database Version 4.1 Date Printed 1/26/2015
PCS Page 1 of 3
NOTE: Symbol*means user entered data.

Planned Crops Summary
Total Useable Leaching
F1730(WISC:11
Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
Pull 2 22.11 7.20 N/A Lumbee Corn,Grain 115 bu.
Rye,Grain 50 bu.
Soybeans,Double Crop 38 bu.
71730(FIC Pull 3 22.11 7.66 N/A Lumbee Corn,Grain 115 bu.
Rye,Grain 50 bu.
Soybeans,Double Crop 38 bu.
71730(F3) Pull 4 2.50 1.70 N/A Kalmia Corn,Grain 110 bu.
Rye,Grain 60 bu.
Soybeans,Double Crop 35 bu.
71730(F4) CPI 24.82 15.43 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
71730(F4) F4(HW) 24.82 1.33 N/A Kalmia Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.5 Tons
71730(F4) Pull 5 24.82 1.76 N/A Kalmia Pearl Millett,Pasture 5.5 Tons
Annual Ryegrass-Pasture 2.8 Tons
71730(F4) Pull 6 24.82 2.47 N/A Kalmia Small Grain Overseed 1.0 Tons
OWN
Hybrid Bermudagrass Pasture 6.5 Tons
71730(FS) F5(HW) 6.80 0.88 N/A Lumbee Corn,Grain 115 bu.
Rye,Grain 50 bu.
Soybeans,Double Crop 38 bu.
71730(F5) Pull 7 6.80 4.77 N/A Lumbee Corn,Grain 115 bu.
Rye,Grain 50 bu.
Soybeans,Double Crop 38 bu.
71730(F6) F6(HW) 7.80 1.46 N/A Marvyn Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.0 Tons
71730(F6) Pull 8 7.80 3.23 N/A Marvyn Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.0 Tons
71730(F6) Pull 9 7.80 1.88 N/A Marvyn Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.0 Tons
71730(F7) F7(HW) 6.30 0.90 N/A Autryville Pearl Millett,Pasture 5.0 Tons
Annual Ryegrass-Pasture 1.2 Tons
71730(F7) Pull 10 6.301 3.49 N/A lAutryville Pearl Millett,Pasture 5.0 Tons
Annual Ryegrass-Pasture 1.2 Tons
PLAN TOTALS: 370.62 112.78
772799 Database Version 4.1 Date Printed 1/26/2015
PCs Page 2 of 3
NOTE: Symbol*means user entered data.

POMWaUedMi :
Technical Guidance
<2 Low potential to contribute to soluble None
nutrient leaching below the root zone.
>=2& Moderate potential to contribute to Nutrient Management(590)should be planned.
<=10 soluble nutrient leaching below the root
Zone.
High potential to contribute to soluble Nutrient Management(590)should be planned. Other conservation practices that improve
nutrient leaching below the root zone. the soils available water holding capacity and improve nutrient use efficiency should be
> 10 considered. Examples are Cover Crops(340)to scavenge nutrients,Sod-Based Rotations
(328),Long-Term No-Till(778),and edge-of-field practices such as Filter Strips(393)and
Riparian Forest Buffers(391).
772799 Database Version 4.1 Date Printed 1/26/2015
PCS Page 3 of 3
NOTE: Symbol*means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown,their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products,commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table Year 1
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fen. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pphed Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (lbs/A)
Source Total Use. Applic. AppGc. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
r0989(F1 F1(HW) S7 Pactolus 24.60 24.60 Com,Grain 65 bu. 2/15-6/30 77 0 20 Irrig. 57 31.62 0.00 777.91 0.00
70989(F1 FI(HW) S7 Pactolus 24.60 24.60 Rye,Grain 35 bu. 9/1-3/31 78 0 0 brig. 43 23.80 0.00 585.48 0.00
0989(F3 F3(HW) S7 Marvyn 6.50 1.30 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 36.06 0.00
70989(F3 F3(HW) S7 Marvyn 6.50 1.30 Hybrid Bermudagrass Pasture 6.0 Tons 3/1-9/30 205 0 0 Irrig. 205 113.73 0.00 147.85 0.00
70989(F3 Pull 11 S7 Marvyn 6.50 4.15 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 115.12 0.00
70989(F3 Pull 11 S7 Marvyn 6.50 4.15 Hybrid Bermudagrass Pasture 6.0 Tons 3/1-9/30 205 0 1 0 Irrig. 205 113.73 0.00 471.98 0.00
10989(F4 F4(HW) S7 Lucy 10.20 0.92 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 25.52 0.00
70989(F4 F4(HW) S7 Lucy 10.20 0.92 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 202 0 0 Ircig. 202 112.07 0.00 103.10 0.00
10989(F4 Pull 12 S7 Lucy 10.20 3.70 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 102.63 0.00
r0989(F4 Pull 12 S7 Lucy 10.20 3.70 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 202 0 0 Irrig. 202 112.07 0.00 414.64 0.00
r0989(F4 Pull 13 S7 Lucy 10.20 2.59 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 71.84 0.00
70989(F4 Pull 13 S7 Lucy 10.20 2.59 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 202 0 0 Irrig. 202 112.07 0.00 290.25 0.00
70989(F8 F8(HW) S7 Lucy 12.50 1.08 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 29.96 0.00
70989(F8 F8(HW) S7 Lucy 12.50 1.08 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 202 0 0 Ircig. 202 112.07 0.00 121.03 0.00
70989(F8 Pull 14 S7 Lucy 12.50 3.85 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Ircig. 50 27.74 0.00 106.80 0.00
70989(F8 Pull 14 S7 Lucy 12.50 3.85 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 202 0 0 Ircig. 202 112.07 0.00 431.45 0.00
772799 Database Version 4.1 Date Printed: 1/26/2015 WUT Page 1 of 7

Waste Utilization Table Year 1
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient ppGed Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
pbs/A) (lbs/A) (lbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
10989(F8 Pull 15 S7 Lucy 12.50 1.41 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 39.11 0.00
10989(F8 Pull 15 S7 Lucy 12.50 1.41 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 202 0 0 Irrig. 202 112.07 0.00 158.01 0.00
10989(F8 Pull 16 S7 Lucy 12.50 3.44 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 95.42 0.00
70989(F8 Pull 16 S7 Lucy 12.50 3.44 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 202 0 0 Irrig. 202 112.07 0.00 385.51 0.00
10989(F9 Pull 17 S7 Autryville 6.30 2.84 Small Grain Overseed 1.0 Tons 10/I-3/31 50 0 0 Irrig. 50 27.74 0.00 78.78 0.00
10989(F9 Pull 17 S7 Autryville 6.30 2.84 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 269 0 0 Irrig. 269 149.24 0.00 423.83 0.00
70989(F9 Pull 18 S7 Autryville 6.30 2.37 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 65.74 0.00
70989(F9 Pull 18 S7 Autryville 6.30 2.37 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 269 0 0 Irrig. 269 149.24 0.00 353.69 0.00
1730(F1 1&2(H S7 Lumbee 22.11 1.12 Com,Grain 115 bu. 2/15-6/30 124 0 20 Irrig. 104 57.70 0.00 64.62 0.00
1730(Fl&--1&2(HW S7 Lumbee 22.11 1.12 Rye,Grain 50 bu. 9/1-3/31 96 0 0 Irrig. 53 29.29 0.00 32.81 0.00
1730(FI& Pull 1 S7 Lumbee 22.11 5.25 Corn,Grain 115 bu. 2/15-6/30 124 0 20 Irrig. 104 57.70 0.00 302.91 0.00
1730(FIS Pull I S7 Lumbee 22.11 5.25 Rye,Grain 50 bu. 9/1-3/31 96 0 0 Irrig. 53 29.29 0.00 153.78 0.00
1730(FIS Pull 2 S7 Lumbee 22.11 7.20 Com,Grain 115 bu. 2/15-6/30 124 0 20 ]Trig. 104 57.70 0.00 415.42 0.00
t730(FIS Pull 2 S7 Lumbee 22.11 7.20 Rye,Grain 50 bu. 9/1-3/31 96 0 0 brig. 53 29.29 0.00 210.90 0.00
1730(FIS Pull 3 S7 Lumbee 22.11 7.66 Com,Grain 115 bu. 2/15-6/30 124 0 20 brig. 104 57.70 0.00 441.96 0.00
1730(FIS Pull 3 S7 Lumbee 22.11 7.66 Rye,Grain 50 bu. 9/1-3/31 96 0 0 brig. 53 29.29 0.00 224.38 0.00
71730(F3 Pull 4 S7 Kalmia 2.50 1.70 Com,Grain 110 bu. 2/15-6/30 125 0 20 Irrig. 105 58.25 0.00 99.03 0.00
71730(F3 Pull 4 S7 Kalmia 2.501 1.70 Rye,Grain 60 bu. 9/1-3/31 125 0 0 Irrig. 69 38.14 0.001 64.84 0.00
71730(F4 CPI S7 Autryville 24.82 15.43 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 428.01 0.00
71730(F4 CPI S7 Autryville 24.82 15.43 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 202 0 0 Irrig. 202 112.07 0.00 1,729.17 0.00
71730(F4 F4(HW) S7 Kalmia 24.82 1.33 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.741 0.00 36.89 0.00
r1730(F4 F4(HW) S7 Kalmia 24.82 1.33 Hybrid Bermudagrass Pasture 6.5 Tons 3/1-9/30 222 0 0 Irrig. 222 123.16 0.00 163.80 0.00
772799 Database Version 4.1 Date Printed: 1/26/2015 WUT Page 2 of 7

Waste Utilization Table Year 1
Nitrogen Ccrnm Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManurcA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(Ibs/A) (lbs/A) (lbs/A)
Source Total Use. AppGc. AppGc. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
11730(F4 Pull 5 S7 Kalmia 24.82 1.76 Pearl Millett,Pasture 5.5 Tons 4/1-9/15 209 0 0 Irrig. 209 115.95 0.00 204.07 0.00
11730(F4 Pull 5 S7 Kalmia 24.82 1.76 Annual Ryegrass-Pasture 2.8 Tons 8/15-5/15 96 0 0 Irrig. 481 26.63 0.00 46.87 0.00
11730(F4 Pull 6 S7 Kalmia 24.821 2.47 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 68.52 0.00
71730(F4 Pull 6 S7 Kalmia 24.82 2.47 Hybrid Bermudagrass Pasture 6.5 Tons 3/1-9/30 222 0 0 Irrig. 222 123.16 0.00 304.21 0.00
71730(F5 F5(HW) S7 Lumbee 6.80 0.88 Corn,Grain 115 bu. 2/15-6/30 124 0 20 Irrig. 104 57.70 0.00 50.77 0.00
11730(F5 F5(HW) S7 Lumbee 6.80 0.88 Rye,Grain 50 bu. 9/1-3/31 96 0 0 Irrig. 53 29.29 0.00 25.78 0.00
71730(F5 Pull 7 S7 Lumbee 6.80 4.77 Com,Grain 115 bu. 2/15-6/30 124 0 20 Irrig. 104 57.70 0.00 275.22 0.00
71730(F5 Pull 7 S7 Lumbee 6.80 4.77 Rye,Grain 50 bu. 9/1-3/31 96 0 0 Irrig. 53 29.29 0.00 139.72 0.00
71730(F6 F6(HW) S7 Marvyn 7.80 1.46 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 40.50 0.00
71730(F6 F6(HW) S7 Marvyn 7.80 1.46 Hybrid Bermudagrass Pasture 6.0 Tons 3/1-9/30 205 0 0 Irrig. 205 113.73 0.00 166.05 0.00
71730(F6 Pull 8 S7 Marvyn 7.80 3.23 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 89.60 0.00
11730(F6 Pull 8 S7 Marvyn 7.80 3.23 Hybrid Bermudagrass Pasture 6.0 Tons 3/1-9/30 205 0 0 Irrig. 205 113.73 0.00 367.35 0.00
?I730(F6 Pull 9 S7 Marvyn 7.80 1.88 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.001 52.15 0.00
71730(F6 Pull 9 S7 Marvyn 7.80 1.88 Hybrid Bermudagrass Pasture 6.0 Tons 3/1-9/30 205 0 0 Irrig. 205 113.73 0.00 213.81 0.00
71730(F7 F7(HW) S7 Autryville 6.30 0.90 Pearl Millett,Pasture 5.0 Tons 4/1-9/15 202 0 0 Irrig. 202 112.07 0.00 100.86 0.00
11730(F7 F7(HW) S7 Autryville 6.30 0.90 Annual Ryegrass-Pasture 1.2 Tons 8/15-5/15 44 0 0 Irrig. 22 12.21 0.00 10.98 0.00
71730(F7 Pull 10 S7 Autryville 6.30 3.49 Pearl Millett,Pasture 5.0 Tons 4/1-9/15 202 0 0 Irrig. 202 112.07 0.00 391.11 0.00
11730(F7 Pull 10 S7 Autryville 6.30 3.49 Annual Ryegrass-Pasture 1.2 Tons 8/15-5/(5 44 1 0 0 Irrig. 22 12.21 0.00 42.60 0.00
772799 Database Version 4.1 Date Printed: 1/26/2015 WUT Page 3 of 7

Waste Utilization Table Year 1
Nitrogen Conm nApplic,
Manure Liquid Solid Liquid Solid
PA Fert, PA ManurcA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) (lbslA) (Ibs/A)
Source Total Use. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal1A Tons 1000 gals tons
Total Applied, 1000 gallons 12,390.39
Total Produced, 1000 gallons 5,932T
Balance, 1000 gallons -6,457.59
Total Applied,tons 0.00
Total Produced,tons 0.00
Balance,tons 0.00
Notes: 1. In the tract column,—symbol means leased, otherwise, owned. 2. Symbol *means user entered data.
772799 Database Version 4.1 Date Printed: 1/26/20I5 WUT Page 4 of 7

Waste Utilization Table Year 2
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fen. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(Ibs/A) (lbs/A) (Ibs/A)
Source Total Use. AppGc. Appbc. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gads tons
10989(F1 F1(HW) S7 Pactolus 24.60 24.60 Rye,Grain 35 bu. 9/1-3/31 78 0 0 Irrig. 35 19.47 0.00 479.03 0.00
70989(FI FI(HW) S7 Pactolus 24.60 24.60 Soybeans,Double Crop 21 bu. 4/1-9/15 *100 0 0 Irrig. 0 0.00 0.00 0.00 0.00
70989(F3 F3(HW) S7 Marvyn 6.50 1.30 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 36.06 0.00
70989(F3 F3(HW) S7 Marvyn 6.50 1.30 Hybrid Bermudagrass Pasture 6.0 Tons 3/1-9/30 205 0 0 Irrig. 205 113.73 0.00 147.85 0.00
70989(F3 Pull 1 I S7 Marvyn 6.50 4.15 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 115.12 0.00
F0989(F31 Pull 1 I S7 Marvyn 6.50 4.15 Hybrid Bermudagrass Pasture 6.0 Tons 3/1-9/30 205 0 0 Irrig. 2051 113.73 0.001 471.98 0.00
r0989(F4 F4(HW) S7 Lucy 10.20 0.92 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 25.52 0.00
70989(F4 F4(HW) S7 Lucy 10.20 0.92 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 202 0 0 Irrig. 202 112.07 0.00 103.10 0.00
70989(F4 Pull 12 S7 Lucy 10.20 3.70 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 102.63 0.00
r0989(F4 Pull 12 S7 Lucy 10.20 3.70 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 202 0 0 Irrig. 202 112.07 0.00 414.64 0.00
70989(F4 Pull 13 S7 Lucy 10.20 2.59 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 71.84 0.00
r0989(F4 Pull 13 S7 Lucy 10.20 2.59 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 202 0 0 Irrig. 202 112.07 0.00 290.25 0.00
r0989(F8 F8(HW) S7 Lucy 12.50 1.08 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig, 50 27.74 0.00 29.96 0.00
70989(F8 F8(HW) S7 Lucy 12.50 1.08 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 202 0 0 Irrig. 202 112.07 0.00 121.03 0.00
70989(F8 Pull 14 S7 Lucy 12.50 3.85 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 106.80 0.00
10989(F8 Pull 14 S7 Lucy 12.50 3.85 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 202 0 0 Irrig. 202 112.07 0.00 431.45 0.00
70989(F8 Pull 15 S7 Lucy 12.50 1.41 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 39.11 0.00
70989(F8 Pull 15 S7 Lucy 12.50 1.41 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 202 0 0 Irrig. 202 112.07 0.00 158.01 0.00
70989(F8 Pull 16 S7 Lucy 12.50 3.44 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 501 27.74 0.00 95.42 0.00
10989(F8 Pull 16 S7 Lucy 12.50 3.44 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 202 0 0 Irrig. 202 112.07 0.00 385.51 0.00
10989(F9 Pull 17 S7 Autryville 6.30 2.84 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 1 Irrig. 50 27.74 0.00 78.78 0.00
10989(F9 Pull 17 S7 Autryville 6.30 2.84 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 269 0 0 jirriig. 1 269 149.24 0.00 423.83 0.00
772799 Database Version 4.1 Date Printed: 1/26/2015 WUT Page 5 of 7

Waste Utilization Table Year 2
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
- Nutrient Nutrient Nutrient pplied Applied Applied Applied
Reqd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (Ibs/A)
Source Total Use. Applic. AppGc. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
70989(F9 Pull 18 S7 Autryville 6.30 2.37 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 65.74 0.00
70989(F9 Pull 18 S7 Autryville 6.30 2.37 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 269 0 0 Irrig. 269 149.24 0.00 353.69 0.00
1730(FlS--1&2(HW S7 Lumbee 22.11 1.12 Rye,Grain 50 bu. 9/1-3/31 96 0 0 Irrig. 43 23.97 0.00 26.84 0.00
1730(F1 1&2(HW S7 Lumbee 22.11 1.12 Soybeans,Double Crop 38 bu. 4/1-9/15 •152 0 0 Irrig. 0 0.00 0.00 0.00 0.00
1730(FI& Pull 1 S7 Lumbee 22.11 5.25 Rye,Grain 50 bu. 9/1-3/31 96 0 0 brig. 43 23.97 0.00 125.82 0.00
t730(F1 Pull 1 S7 Lumbee 22.11 5.25 Soybeans,Double Crop 38 bu. 4/1-9/15 *152 0 0 Irrig. 152 84.33 0.00 442.71 0.00
t730(FIS Pull 2 S7 Lumbee 22.11 7.20 Rye,Grain 50 bu. 9/1-3/31 96 0 0 Irrig. 43 23.97 0.00 172.56 0.00
1730(FIS Pull 2 S7 Lumbee 22.11 7.20 Soybeans,Double Crop 38 bu. 4/1-9/15 R152 0 0 Irrig. 0 0.00 0.00 0.00 0.00
1730(F1 Pull 3 S7 Lumbee 22.11 7.66 Rye,Grain 50 bu. 9/1-3/31 96 0 0 Irrig. 43 23.97 0.00 183.58 0.00
1730(FIS Pull 3 S7 Lumbee 22.11 7.66 Soybeans,Double Crop 38 bu. 4/1-9/15 •152 0 0 Irrig. 0 0.00 0.00 0.00 0.00
11730(F3 Pull 4 S7 Kalmia 2.50 1.70 Rye,Grain 60 bu. 9/1-3/31 125 0 0 Irrig. 56 31.21 0.00 53.05 0.00
71730(F3 Pull S7 Kalmia 2.50 1.70 Soybeans,Double Crop 35 bu. 4/1-9/15 •152 0 0 Irrig. 0 0.00 0.00 0.00 0.00
71730(F4 CPI S7 Autryville 24.82 15.43 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 428.01 0.00
71730(F4 CPI S7 utryville 24.82 15.43 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 202 0 0 Irrig. 202 112.07 0.00 1,729.17 0.00
71730(F4 F4(HW) S7 Kalmia 24.82 1.33 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 36.89 0.00
11730(F4 F4(HW) S7 Kalmia 24.82 1.33 Hybrid Bermudagrass Pasture 6.5 Tons 3/1-9/30 222 0 0 Irrig. 222 123.16 0.00 163.80 0.00
r 1730(F4 Pull 5 S7 Kalmia 24.82 1.76 Annual Ryegrass-Pasture 2.8 Tons 8/15-5/15 96 0 0 Irrig. 48 26.63 0.00 46.87 0.00
71730(F4 Pull 6 S7 Kalmia 24.82 2.47 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 68.52 0.00
71730(F4 Pull 6 S7 Kalmia 24.82 2.47 Hybrid Bermudagrass Pasture 6.5 Tons 3/1-9/30 222 0 0 Irrig. 222 123.16 0.00 304.21 0.00
11730(FS F5(HW) S7 Lumbee 6.80 0.88 Rye,Grain 50 bu. 9/1-3/31 96 0 0 Irrig. 43 23.97 0.00 21.09 0.00
71730(F5 F5(HW) S7 Lumbee 6.80 0.88 Soybeans,Double Crop 38 bu. 4/1-9/15 *152 0 0 Irrig. 01 0.00 0.00 0.00 0.00
71730(F5 Pull 7 S7 Lumbee 6.80 4.77 Rye,Grain 50 bu. 9/1-3/31 96 0 0 Irrig. 43 23.97 0.00 114.32 0.00
772799 Database Version 4.1 Date Printed: 1/26/2015 WUT Page 6 of 7

Waste Utilization Table Year 2
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fen. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (lbs/A)
Source Total Use. Applic. Appfic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
r1730T5 Pull 7 S7 Lumbee 6.80 4.77 Soybeans,Double Crop 38 bu. 4/1-9/15 *152 0 0 Irrig. 0 0.00 0,00 0.00 U 00
11730(F6 F6(][W) S7 Marvyn 7.80 1.46 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 0 27.74 0.00 40.50 {.00
71.730(F6 F6(liW) S7 Marvyn 7.80 1.46 hybrid Bermudagrass Pasture 6.0 Tons 3/1-9/30 205 0 0 brig. 205 113.73 0.00 166.05 0 00
11730(F6 Pull 8 S7 Marvyn 7.80 3.23 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 99.60 0.00
71730(F6 Pull 8 S7 Marvyn 7.80 3.23 Hybrid Bermudagrass Pasture 6,0 Tons 3/1-9/30 205 0 0 lrrig, 205 113.73 0.00 367.35 0.00
71730(F6 Pull 9 S7 Marvyn 7.80 1.88 Small Grain Overseed 1.0 Tons 1011-3/31 50 0 0 Irrig. 50 27.74 0.00 52.15 0.00
71730(F6 Pull 9 S7 Marvyn 7.80 1.88 Hybrid Bermudagrass Pasture 6.0 Tons 3/1-9/30 205 0 0 Irrig. 205 113.73 0.00 213,81 0.00
71730(F7 F7(HW) S7 Autryville 6.30 0.90 Annual Ryegrass-Pasture 1.2 Tons 8/15-5/15 44 0 ) Irrig. 22 12.21 0.00 10.98 0.00
71730(F7 Pull 10 S7 Autryville 6.30 3.49 Annual Ryegrass-Pasture 1.2 Tons 8/15-5/15 44 0 0 Irrig. 22 12.21 0.00 42.60 0.00
Total Applied, 1000 gallons 9,447.83
Total Produced, 1000 gallons 5,932.90
Balance, 1000 gallons -3,515-03
Total Applied,tons 0.00
Total Produced,tons 0.00
Balance,tons 0.00
Notes: 1. In the tract column,--symbol means leased,otherwise,owned. 2. Symbol " means user entered data.
772799 Database Version 4.1 Date Printed: 1/26/2015 WUT Page 7 of 7

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The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source,the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out,this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous,copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally,effluent spray fields should not be
used for sludge application. If this is not possible,care should be taken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes,phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Maximum Maximum Sludge
Crop PA-N Rate Application Rate Minimum Acres Minimum Acres Minimum Acres
lb/ac 1000 gal/ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Feeder-Finish Lagoon Sludge-Standard
Corn 120 bu 150 14.69 71.89 143.79 215.68
f""Hay 6 ton R.Y.E. 300 29.38 35.95 71.89 107.84
Soybean 40 bu 160 15.67 67.40 134.80 202.20
--------------------------------------------------------------------------------------------------------- ------------------------------------------------------------------------------
772799 Database Version 4.1 Date Printed: 01-26-2015 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity,this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative,the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Availablee Storaize Capacity
Source Name Swine Feeder-Finish Lagoon Liquid Design Storage Capacity a s
Start Date 9/1 180
Plan Year Month Available Storage Capacity(Days)
1 1 92
1 2 112
1 3 158
1 4 180
1 5 180
1 6 180
1 7 180
1 8 180
1 9 180
1 10 180
1 11 180
1 12 180
2 1 180
2 2 180
2 3 180
2 4 180
2 5 180
2 6 180
2 7 180
2 8 180
2 9 180
2 10 158
2 11 146
2 12 133
*Available Storage Capacity is calculated as of the end of each month.
-------------------------------------------------------------------------------------------------------------------------------------------------------------------
772799 Database Version 4.1 Date Printed: 01-26-2015 Capacity Page 1 of 1

Required Specifications For Animal Waste Management
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 that 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 Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving 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 by 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).
----- --- -- -- - ---- -
772799 Database Version 4.1 Date Printed: 1/26/2015 Specification Page 1

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 soil surface is frozen.
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 that 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.
------------------------------------------------------------------------------------------------------
772799 Database Version 4.1 Date Printed: 1/26/2015 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a 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.
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
P Y P
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.
-------------------------------------------------- -
772799 Database Version 4.1 Date Printed: 1/26/2015 Specification Page 3

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
soils 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 five
(5)years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
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772799 Database Version 4.1 Date Printed: 1/26/2015 Specification Page 4

Crop Notes
The following crop note applies to field(s): F1&2(HW),F5(HW), Pull 1, Pull 2,Pull 3,Pull 7
Corn 1: CP,Mineral Soil, low-leachable
In the Coastal Plain,corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book"and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2"deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10%when
planting no-till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool,wet soil,banded phosphorus will be more available to the young
plants.An accepted practice is to apply 20-301bs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter.The rest of the N should be applied about 30-40
days after emergence.The total amount of N is dependent on soil type. When including a starter in the
fertilizer program,the recommended potassium and any additional phosphorus is normally broadcast at
planting.Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn.Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): F1(HW)
Corn: CP,Mineral Soil,medium leaching
In the Coastal Plain,corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety"green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted.Increase the seeding rate by 10%when
planting no-till.Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool,wet soil,banded phosphorus will be more available to the young
plants.An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter.The rest of the N should be applied about 30-40
days after emergence.The total amount of N is dependent on soil type. When including a starter in the
fertilizer program,the recommended potassium and any additional phosphorus is normally broadcast at
planting.Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn.Timely management of weeds and insects are essential for corn production.
-----------------------------------------------------------------------------------------------------------------------------------------------------------------
772799 Database Version 4.1 Date Printed: 01-26-2015 Crop Note Page 1 of 8

Corn: CP,Mineral Soil,medium leaching The following crop note applies to field(s): Pull 4
In the Coastal Plain,corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety"green book"and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted.Increase the seeding rate by 10%when
planting no-till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool,wet soil,banded phosphorus will be more available to the young
plants.An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter.The rest of the N should be applied about 30-40
days after emergence.The total amount of N is dependent on soil type. When including a starter in the
fertilizer program,the recommended potassium and any additional phosphorus is normally broadcast at
planting.Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn.Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): F1&2(HW),F5(HW), Pull 1,Pull 2,Pull 3,Pull 7
Double-Crop Soybeans,Coastal Plain: Mineral Soil,non-leachable
Double-crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no-tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations.Review the NCSU Official Variety"green book" and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/row foot for 7-8"drills;4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 36"rows. Increase the seeding rate by at least 10%for no-till planting.
Seeding depth should be 1-1 1/2"and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However,applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor.Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans.Timely management of
weeds and insects is essential for profitable double crop soybean production.
The following crop note applies to field(s): F 1(HW)
Double-Crop Soybeans,Coastal Plain: Mineral soil,medium leachable
Double-crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no-tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations.Review the NCSU Official Variety"green book" and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/row foot for 7-8" drills;4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10%for no-till planting.
Seeding depth should be 1-1 1/2"and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen.However,applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor.Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Timely management of
weeds and insects is essential for profitable double crop soybean production.
772799 Database Version 4.1 Date Printed• 01-26-2015 Crop Note Page 2 of 8

The following crop note applies to field(s): Pull 4
Double-Crop Soybeans,Coastal Plain. Mineral soil,medium leachable
Double-crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no-tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. Review the NCSU Official Variety"green book"and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/row foot for 7-8" drills;4-6 seed/row foot for 15"rows; 6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10%for no-till planting.
Seeding depth should be 1-1 1/2"and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However,applications of 20-301bs/acre
N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans.Timely management of
weeds and insects is essential for profitable double crop soybean production.
The following crop note applies to field(s): Pull 17, Pull 18
Bermudagrass Coastal Plain,Mineral Soil,Moderately Well Drained.
Adaptation: Well-adapted.
In the Coastal Plain,hybrid bermudagrass sprigs can be planted Mar. 1 to Mar.31. Cover sprigs 1"to 3"
deep(1.5"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row.Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions.Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime,phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance.Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications,usually in April and following the first and second hay cuts.
Reduce N rates by 25%for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
------------------------------------- ------------------------- --------------------------------------------------------------------
772799 Database Version 4.1 Date Printed: 01-26-2015 Crop Note Page 3 of 8

The following crop note applies to field(s): F4(HW),Pull 6
Small Grain: CP,Mineral Soil,medium leachable
In the Coastal Plain,oats and barley should be planted from October 15-October 30; and rye from
October 15 November 20.For barley,plant 22 seed/drill row foot and increase the seeding rate by 5%for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10%when planting no-till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2"deep.Adequate depth control is
essential.Review the NCSU Official Variety"green book"and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions.Apply no more
than 30 Ibs/acre N at planting.Phosphorus and potash recommended by a soil test can also be applied at
this time.The remaining N should be applied during the months of February-March.
The following crop note applies to field(s): F3(HW),F6(HW),Pull 11, Pull 8, Pull 9
Small Grain: CP,Mineral Soil,medium leachable
In the Coastal Plain,oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20.For barley,plant 22 seed/drill row foot and increase the seeding rate by 5%for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10%when planting no-till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential.Review the NCSU Official Variety"green book"and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions.Apply no more
than 30 lbs/acre N at planting.Phosphorus and potash recommended by a soil test can also be applied at
this time.The remaining N should be applied during the months of February-March.
The following crop note applies to field(s): CPI,F4(HW),F8(HW),Pull 12,Pull 13,Pull 14,Pull 15,
Pull 16,Pull 17,Pull 18
Small Grain: CP,Mineral Soil,medium leachable
In the Coastal Plain,oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20.For barley,plant 22 seed/drill row foot and increase the seeding rate by 5%for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10%when planting no-till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2"deep.Adequate depth control is
essential.Review the NCSU Official Variety"green book"and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions.Apply no more
than 30 lbs/acre N at planting.Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February-March.
-------------------------------------------------------------------------------------- --------------------------------------------------------------------------
772799 Database Version 4.1 Date Printed: 01-26-2015 Crop Note Page 4 of 8

The following crop note applies to field(s): F4(HW),Pull 6
Bermudagrass: CP,Mineral Soil, Moderately Well Drained.
Adaptation: Well-adapted.
In the Coastal Plain,hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31.Cover sprigs 1"to 3"
deep(1.5"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind.For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows,spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions.Tifton 44 spreads slowly,so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime,phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25%for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): F3(HW), F6(HW),Pull 11,Pull 8,Pull 9
Bermudagrass: CP,Mineral Soil,Moderately Well Drained.
Adaptation: Well-adapted.
In the Coastal Plain,hybrid bermudagrass sprigs can be planted Mar. 1 to Mar.31. Cover sprigs 1"to 3"
deep(1.5"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind.For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows,spaced 2' to 3' in the row.Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions.Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime,phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July.For established stands apply 180 to 240
lb/ac N annually in split applications,usually in April and following the first and second hay cuts.
Reduce N rates by 25%for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
-----------------------------------------------------------------------------------------------------------------------------------------------------------------
772799 Database Version 4.1 Date Printed: 01-26-2015 Crop Note Page 5 of 8

The following crop note applies to field(s): CPI, F4(HW),F8(HW),Pull 12,Pull 13,Pull 14,Pull 15,
Pull 16
Bermudagrass: CP,Mineral Soil,Moderately Well Drained.
Adaptation: Well-adapted.
In the Coastal Plain,hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1"to 3"
deep(1.5"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind.For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions.Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime,phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance.Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July.For established stands apply 180 to 240
lb/ac N annually in split applications,usually in April and following the first and second hay cuts.
Reduce N rates by 25%for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): F1&2(HW),F5(HW),Pull 1, Pull 2,Pull 3, Pull 7
Rye,Grain: CP, Mineral Soil, low-leachable
In the Coastal Plain,oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5%for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10%when planting no-till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential.Review the NCSU Official Variety"green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions.Apply no more
than 30 lbs/acre N at planting.Phosphorus and potash recommended by a soil test can also be applied at
this time.The remaining N should be applied during the months of February-March. The total N is
dependent on the soil type. Plant samples can be analyzed during the growing season to monitor the
nutrient status of the oats, barley and rye.Timely management of diseases, insects and weeds are
essential for profitable oat,barley and rye production.
-- ----- - -- ---------- -- --- ------- ---------- ---- ---------- - ------- -------------- -- ------
- ----- - --
7-72- 799 Data---bas--e V-ersio-------n---4-.- -- --1 Date-Printed: 01--26-2015- --- -- --- Crop Note Page--6 of 8

` The following crop note applies to field(s): F1(HW)
Rye, Grain: CP,Mineral Soil,medium leachable
In the Coastal Plain,oats and barley should be planted from October 15-October 30; and rye from
October 15 November 20.For barley,plant 22 seed/drill row foot and increase the seeding rate by 5%for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU"Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10%when planting no-till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2"deep.Adequate depth control is
essential.Review the NCSU Official Variety"green book"and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions.Apply no more
than 30 lbs/acre N at planting.Phosphorus and potash recommended by a soil test can also be applied at
this time.The remaining N should be applied during the months of February-March. The total N is
dependent on the soil type.Plant samples can be analyzed during the growing season to monitor the
nutrient status of the oats,barley and rye.Timely management of diseases, insects and weeds are
essential for profitable oat,barley and rye production.
The following crop note applies to field(s): Pull 4
Rye,Grain: CP,Mineral Soil,medium leachable
In the Coastal Plain,oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley,plant 22 seed/drill row foot and increase the seeding rate by 5%for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10%when planting no-till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre.Plant all these small grains at 1-1 1/2"deep. Adequate depth control is
essential.Review the NCSU Official Variety "green book"and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions.Apply no more
than 30 lbs/acre N at planting.Phosphorus and potash recommended by a soil test can also be applied at
this time.The remaining N should be applied during the months of February-March. The total N is
dependent on the soil type.Plant samples can be analyzed during the growing season to monitor the
nutrient status of the oats,barley and rye.Timely management of diseases, insects and weeds are
essential for profitable oat,barley and rye production.
The following crop note applies to field(s): Pull 5
Annual RyeGrass: This crop is not an overseed. Recommendations for this crop are not applicable to a
ryegrass overseed.
The following crop note applies to field(s): F7(HW),Pull 10
Annual RyeGrass: This crop is not an overseed. Recommendations for this crop are not applicable to a
ryegrass overseed.
------------------------------------------------------------------------------------------------------------------------ ------------- -------------------------
772799 Database Version 4.1 Date Printed: 01-26-2015 CropNote Page 7 of 8

Pearl Millett: No Comment The following crop note applies to field(s): Pull 5
The following crop note applies to field(s): F7(HW),Pull 10
Pearl Millett: No Comment
-------------------------------------------------------------------------------------- --------------------------------------------------------------------------
772799 Database Version 4.1 Date Printed: 01-26-2015 Crop Note Page 8 of 8

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Operator:N&T 1 County: Duplin Date: 04/06/95
Distance to nearest residence (other than owner) : 0.0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. a 0 lbs
0 sows (farrow to feeder) x 522 lbs. - 0 lbs
1440 head (finishing only) x 135 lbs. - 194400 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 lbs. - 0 lbs
Describe other 0
Total Average Live Weight = 194400 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 194400 lbs. ALW x Treatment Volume(CF) /lb. ALW
Treatment Volume(CF) /lb. ALW = 1 CF/lb. ALW
Volume = 194400 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length ( feet)--------------------- 158.0
Inside top width ( feet)---------------------- 222 .0
Top of dike elevation (feet)----------------- 49.0
Bottom of lagoon elevation (feet)------------ 35.0
Freeboard (feet)----------------------------- 1.0
Side slopes ( inside lagoon)------------------ 2. 5 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
2. 5 2. 5 2. 5 2. 5 153.0 217.0 13.0
AREA OF TOP
LENGTH * WIDTH =
153.0 217.0 33201 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
88.0 152.0 13376 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
120. 5 184. 5 88929 (AREA OF MIDSECTION * 4)
CU. FT. [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
33201.0 88929.0 13376.0 2. 2
Total Designed Volume Available = 293596 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
158.0 222.0 35076 .0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 35076.0 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 - 194400 lbs. ALW/135 lbs. ALW * 1. 37 gal/day 180 days
g Y Y
Volume a 355104 gals. or 47473. 8 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7. 48 gallons
per CF
Volume - 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall - 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 20461.0 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7 . 5 inches / 12 inches per foot * DA
Volume = 21922 . 5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 47474 cubic feet
5B . 0 cubic feet
5C . 20461 cubic feet
5D. 21923 cubic feet
TOTAL 89857 cubic feet
6 . SUMMARY
Temporary storage period====================> 180 days
Rainfall in excess of evaporation===========> 7 . 0 inches
,► 25 year - 24 hour rainfall==================> 7 . 5 inches
Freeboard===================================> 1 . 0 feet
Side slopes=________________________________> 2 . 5 : 1
Inside top length===========================> 158. 0 feet
Inside top width============================> 222 . 0 feet
Top of dike elevation=======================> 49 . 0 feet
Bottom of lagoon elevation==================> 35 .0 feet
Total required volume=======================> 284257 cu. ft.
Actual design volume===========---==========> 293596 cu. ft.
Seasonal high watertable elevation (SHWT) ===> 0 . 0 feet
Stop pumping elev. __________________________> 44 . 3 feet
Must be > or = to the SHWT elev. ==========> 0. 0 feet
Must be > or = to min. req. treatment el . => 41 . 0 feet
Required minimum treatment volume===========> 194400 cu. ft.
Volume at stop pumping elevation============> Wit.
Start pumping elev. _________________________> 47 . 3 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr. - 24 hr. rainfall==> 271674 cu. ft.
Volume at start pumping elevation===========> 270806- CU. ft.
Required volume to be pumped================> 67935 cu. ft.
Actual volume planned to be pumped==========> 87812 cu. ft.
Min. thickness of soil liner
�when required==> 2 . 0 feet
7. eDESIGNED BY: Np� --� "�` F,,, PPROVED BY:
DATE: DATE :
d NOTE : SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS :

- - Goj A ! lP
dAME: Th roas '�!hitfieId
I �
IDDRESS: Pink H I I p NC:
1{
_Y AND .SIZE Topping
)F .'ERAT I ON 1240 hogs
lI
�i_ASS i i 1
1ESIGNED BY Jimmy Vinson k
,ATE
.PPROVED BY Jimmy Vinson
,ATE ,. 5
ERMAMENT STORAGE i
1240 Hogs x 135 I bs per h o 3 1 Cu Ft per lb. c_i�
1�7�: �. Cu Ft �
EMPORARY STORAGE
167400 I bs of animal ;; 1 .35 cu. f t . of waste per day 40678 Cu Ft
per 1000 I bs of animal wt , 180 days
AINFALL LESS EVAPORATION
" X 33RT5 sq. ft . surface area per 12"per ft 19819 Cu Ft
AINFALL - 25 YR. 1 DAY STORM
.5" X 3397E sq. ft. of surface area per 12" per ft . 21234 Cu Ft E
•
TOTAL STORAGE NEEDED 249131 Cu Ft
92-27 Cu YJs
TOTAL STORAGE AVAILABLE 2-50020 Cu Ft �
260 Cu Yd s
AMOUNT OF FILL D I k::E 178352 Cu Ft
PAD 14000 Cu Ft
--------- j�
TOTAL 192352 Cu Ft
SETTLEMENT 10:". 19235 Cu Ft
TOTAL AMOUNT OF FILL 211587 Cu Ft
7837 Cu Yds
JT TO FILL RATIO TOTAL EXCAVATION ::63500 Cu Ft
r,.
1 .2: 1 9759 Cu Y d s
NOTE: Amount of cut and f i I I for- pad couI d
vary if T. N. decides to lower pad.
it
f

000
AME„ Thomas Whitf ie1d k
DEPTH [AREA OF Ti:lf-+ AREA OF BOTTOM + 4 X AREA OF MIDSECTION]
/ULUME _ --------- ------------------------------- -----------------
6.0 27
DEPTH C L x W + L X W + 4 X L X W ]
VOLUME = --------- ---------------------------------------
6 27
12.0 1 215 x 141. + 155 X 81 + 4 X 185 X 1113
VOLUME = --------- ----------------------------
d �- ---------------------
6.0 `'7
1 z,.o C 1250101
VOLUME = --------- --------
6a0 27
250020,0 C•U o FT.
VOLUME = ------� --
i�.f s 0
VOLUME = 9260.0 C:U.YDS,
33975.0 sq aft w
249131 .3 cu. f t- needed
SIDE SLOPES Z-5: 1
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Operator:N&T 2 County: Duplin Date: 04/06/95
Distance to nearest residence (other than owner) : 0.0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. - 0 lbs
0 sows ( farrow to feeder) x 522 lbs. - 0 lbs
1440 head (finishing only) x 135 lbs. - 194400 lbs
0 sows ( farrow to wean) x 433 lbs. - 0 lbs
0 head (wean to feeder) x 30 lbs. - 0 lbs
Describe other : 0
Total Average Live Weight = 194400 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 194400 lbs. ALW x Treatment Volume(CF) /lb. ALW
Treatment Volume(CF) /lb. ALW = 1 CF/lb. ALW
Volume = 194400 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
F
Volume 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 334.0
Inside top width (feet)---------------------- 126. 5
Top of dike elevation (feet)----------------- 48.0
Bottom of lagoon elevation ( feet)------------ 34.0
Freeboard (feet)----------------------------- 1 .0
Side slopes (inside lagoon)------------------ 2. 5 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
2. 5 2. 5 2. 5 2. 5 329.0 121. 5 13.0
AREA OF TOP
LENGTH * WIDTH =
329.0 121. 5 39974 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
264.0 56 . 5 14916 (AREA OF BOTTOM)
AREA OF MIDSECTION
r LENGTH * WIDTH * 4
296. 5 89.0 105554 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
39973. 5 105554.0 14916.0 2. 2
Total Designed Volume Available = 347628 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
334.0 126. 5 42251.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 42251.0 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 = 194400 lbs. ALW/135 lbs. ALW * 1. 37 gal/day 180 days
Volume = 355104 gals. or 47473. 8 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7. 48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall a 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 24646. 4 cubic feet

5D. Volume of 25 year - 24 hour storm
volume = 7 . 5 inches / 12 inches per foot * DA
Volume = 26406 . 9 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 47474 cubic feet
5B . 0 cubic feet
5C . 24646 cubic feet
5D . 26407 cubic feet
TOTAL 98527 cubic feet
6. SUMMARY
Temporary storage period====================> 180 days
Rainfall in excess of evaporation===========> 7 . 0 inches
law 25 year - 24 hour rainfall==================> 7 . 5 inches
Freeboard===================================> 1 . 0 feet
Side slopes_________________________________> 2 . 5 : 1
Inside top length===========================> 334 . 0 feet
Inside top width============================> 126 . 5 feet
Top of dike elevation=======================> 48 . 0 feet
Bottom of lagoon elevation==================> 34 . 0 feet
Total required volume=======================> 292927 cu. ft.
Actual design volume========================> 347628 cu. ft.
Seasonal high watertable elevation (SHWT ) ===> 0. 0 feet
Stop pumping elev. __________________________> 42 . 8 feet
Must be > or = to the SHWT elev. ==========> 0. 0 feet
Must be > or = to min. req. treatment el. => 40 . 0 feet
Required minimum treatment volume===========> 194400 cu. ft.
Volume at stop pumping elevation============> 198989 cu. ft.
Start pumping elev. _________________________> 46 . 3 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr. - 24 hr. rainfall==> 321221 cu. ft.
Volume at start pumping elevation===========> 32019515bu. ft.
Required volume to be pumped================> 72120 cu. ft.
Actual volume planned to be pumped==========> 121207 cu. ft.
Min. thickness of soil liner when required==> 2 . 0 feet
7 .�eZESIGNED BY: �c/N �J c2 3 APPROVED BY:
DATE: V DATE :
op
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS :

G _j
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7 Took
i
"v67d/;.rS �: f/vu;c_ /�IlfrJiU ( [ZOpI -_
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NAME: Tom Whitfield PAGE
ADDRESS: Pink: H i l l , N.C.
` TYPE AND SIZE 1240 Hogs
OF OPERATION Topping
CLASS 11
DESIGNED BY J . R. Vinson
DATE 12-1 88
APPROVED BY J . R. Vinson
DATE 12-16-8:
PERMAMENT STORAGE
1240 Hogs }: 135 1 bs per hog 1 Cu Ft per I b . 167400 Cu Ft
TEMPORARY STORAGE
167400 I bs of animal x 1 ,35 cu. ft. of waste per- day 40678 Cu Ft
per 1000 I bs of animal wt. x 180 days
RAINFALL LESS EVAPORATION
7" X 40200 sq. ft „ surface area per 12"per- ft 3450 Cu Ft
RAINFALL 25 YR. 1 DAY STORM
7.5" X 40200 sq . ft . of surface area per 12" per ft. 25125 Cu Ft
TOTAL STORAGE NEEDED 256653 Cu Ft
9506 Cu Yds
TOTAL STORAGE AVAILABLE 2611816 Cu Ft
9697 Cu Yds
AMOUNT OF FILL DIKE 122265 Cu Ft
PAD 85860 Cu Ft
TOTAL 208125 Cu Ft
SETTLEMENT 10% 20813 Cu Ft
TOTAL AMOUNT OF FILL 228938 Cu Ft
:3479 Cu Yds
CUT TO FILL RATIO TOTAL EXCAVATION 271536 Cu Ft
1 .2: 1 10057 Cu Yds
Note: Fill will run real close. Extra dirt can
be gotten on the high side of lagoon.
l

PAGE r^
pME: Tom Whitfield
DEPTH [AREA OF TOP + AREA OF BOTTOM + 4 X AREA OF M I DSECT I�Ohl]
FLUME _ -----____ ___�_____ _______________________________________
�,ps� 27
DEPTH I L x W + L X W + 4 X L X W I
VOLUME _ --------- _______________________________
'f7
12.0 x 325 + :38 is 253 + 4 x 74 X 2893
VOLUME - ---------- -------------------------------------------------
r.7
6.0 ►�.
12.0 C 1309083
VOLUME = --------- _--__-__
6.0 27
261816.0 CU. FT.
VOLUME = ___-___-_
27.D
VOLUME = 9696.9 CU.YDS
40200.0 sq.ft.
256653.2 cu. ft. needed
rIDE SLOPES 27.5: 1

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rator: ___________________________________>N&T #3 ASBUILT
Dist. to nearest residence (other than owner) : 1200 ft .
sows ( farrow to finish) : ____________________>
sows ( farrow to feeder) : ____________________>
head ( finishing only) : ______________________> 3520
sows ( farrow to wean) : ______________________>
head (wean to feeder) : ==____________________>
Ave. Live Weight for other operations( lbs . ) =>
Storage volume for sludge accum. (cu. ft. ) : =>
Treatment Volume (min. 1 cu. ft . /lb. ) ===____> 1 . 0
25 Year - 24 Hour Rainfall (in. ) ==-_____-___> 7. 5
Rainfall in excess of evaporation ( in. )===__> 7. 0
Drainage area of buildings & lots (sq. ft . ) =>
Volume of wash water (gallons/day) ====______>
Temporary storage period (days) _____________> 180
Freeboard ( ft . ) : ____________________________> 1 . 0
Side slopes ( inside lagoon) : ________________> 2 . 5 : 1
Inside top length ( ft . ) : ____________________> 355 . 5
Inside top width ( ft . ) : _____________________> 221 . 0
Top of dike elevation ( ft . ) . ________________> 57 . 0
Bottom of lagoon elevation ( ft . ) . ==_________> 44 . 6
Seasonal high water table(SHWT) elev. ( ft . ) : =>
Total required volume: _____________> 686180 cu. ft .
ctual design volume: ______________> 691362 cu. ft .
op pumping el . ( > or = to 0 . 0 ft .SHWT)> 53. 0 ft .
(> or = to 50 . 6 ft .Min. )
,.,squired minimum treatment volume: S- -
0 cu. ft .
Volume at stop pumping elevation: 9 u. ft .
Start pumping elev. : _________________ - 55. 3 ft .
Volume at start pumping elevation: 39 cu. ft .
Actual volume less 25yr-24hr rain: 642258 cu. ft .
NOTE: Verify that temp. storage is adequate:
Req. volume to be pumped: ====> 161877 cu. ft .
Actual volume to be pumped: ==> 162298 cu. ft .

- _ _ __ . . .._ _.:•._.._r.�---- •fir:-s�.,.;.�.,, -. •� '�
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'
f4rator:Tom
Hhitfield County: Duplin Date: 11/27/91
istance to nearest residence (other than owner) : 1200^ 0 feet
. STEADY STATE LIVE WEIGHT
0 sows (farrow to finish) x 1417 lbs, 0 lbs
0 sows (farrow to feeder) x 522 lbs. 0 1 bs
hhet-head (finishing only) x 135 lbs. 388800 lbs
0 sows (farrow to wean) x 433 lbs. 0 lbs
0 head (wean to feeder) x 30 lbs. 0 lhs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) - 388800 lbs
, MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume : 388800 lbs. SSLW x Treatment Volume <CF) /lb" SSLW
Treatment Volume <CF> /lb' SSLW= 1 CF/lb" SSLW
Volume = 388800 cubic feet
�. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0^ 0 cubic feet
TOTAL DESIGN VOLUME
Inside top length 350^0 feet ; Inside top width 220. 0 feet
Top of dike at elevation 57^ 0 feet
Freeboard 1 . 0 feet ; Side slopes 3. 0 : 1 ( Inside lagoon)
Total design lagoon liquid level at elevation 56" 0 feet
Bottom of lagoon elevation 46. 0 feet
Seasonal high water table elevation 34. 0 feet
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3, 0 3" 0 3" 0 3^ 0 344. 0 214. 0 10. 0
AREA OF TOP
LENGTH * WIDTH =
344. 0 214,0 73616, 0 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
284. 0 154" 0 43736^ 0 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
314. 0 184, 0 231104. 0 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
73616, 0 231104. 0 43776. 0 1 . 7
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL 580760 CU. FT.
_

TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
350. 0 220. 0 77000. 0 square feet
Buildings (roof and lot water)
Length * Width =
00 00
. ^ 0. 0 square feet
TOTAL DA 770()0. 0 square feet
Design temporary storage period to he 180 days.
5A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0. 00136
Volume = 389800 Lbs. SGLN * CF of Waste/Lb /Day * 18� d
Volume = 94947 cubic feet " ays
5" Volume of wash water
This is the amount of fresh water used for washing floors or vol Of fresh water used for a flush system Flush systems that ume
the lagoon water are accounted for in ^A, recirculate
Volume = 0^ 0 gallons/day * 180 days storage/7" 48 gallons
Volume = 0" 0 cubic feet per CF
5C^ Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
18() days excess rainfall �
7. 0 inches
Volume = 7^ 0 in * DA / 12 inches per foot
Volume = 44916^ 7 cubic feet
~^

�
5� Volume of 25 year - 24 hour stc�rm
Y0lume = 7. 5 inches / 12 inches per fort * DA
Volume = 48125. 0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A^ 94947 cubic feet
5B. 0 cubic feet
5C. 44917 cubic feet
5D^ 48125 cubic feet
TOTAL 187989 cubic feet
�
6. SUMMARY
Total required volume 576789 cubic feet
Total design volume avail . 580760 cubic feet
Min- req" treatment volume plus sludge accumulation 388800 cubic pew
or At elev. 53. 2 feet ; Volume is 387496 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 532635 cubic feet
At elev. 55^ 3 feet ; Volume is 530045 cubic feet (start pumping)
Seasonal high water table elevation 34. 0 f
eet
7" DESIGNED By- L �� ��� / ~ --�� APPROVED RY;^ %�Y L,
' ~ �'/ / / v-x'�^^? ' r/ b`^
DATE; //-�l ~�� 0 � /
' ^ " DATE. A // Uv
�� {� / Jor� «�f ir��. �'-~`^ ~ " � -` � 1
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) 3 s• ��o
EMERGENCY MANAGEMNET SERVICES (EMS) ip
SOIL AND WATER CONSERVATION DISTRICT (SWCD) /, , i3
NATURAL RESOURCES CONSERVATION SERVICE (NRCS)
COOPERATIVE EXTERSION SERVICE (CES) --110 oZy -�2
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 you 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 ore may not be
possible. Suggested responses to some possible problems are listed belwo.
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 flows 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 flows 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, trap 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 lagoon
bottom as soon as possible.
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2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any 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: 919-733-3942. 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 movement of
the spill, weather and wind conditions. The corrective measures that have been
under taken, and the seriousness of the sitution.
b. If spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Helath Department.
d. Contact CEs, phone number - , local SWCD office phone number - -, and local
MRCS office for advice/technical assistance phone number - -.
4. If none of the above works call 911 or the Sheriff's Department and explain you
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 off-
site damage.
a. Contractors Name: Z-,y2
b. Contractors Address:
c. Contractors Phone: g-G.3e-iel
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name: X - X:; A,
b. Phone:
7. Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste managment plan to
keep problems with release of wastes from happening again.
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SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BMP's to Minimize Odor Site Specific Practices
Farmstead Swine production ve or wooded buffers;
N__ecomm
ended best management
prac s;
( ood judgment and common sense
Animal body surfaces Dirty manure-covered animals ( ) Dry floors
Floor surfaces Wet manure-covered floors ( of oors;
( aterers located over slotted floors;
( ) Feeders at high end of solid floors;
( ) Scrape manure buildup from floors;
( ) Underfloor ventilation for drying
Manure collection pits Urine ( ) Frequent manure removal by flush,pit
recharge,or scrape
Parital micorbial decomposition ( ! Underf ventilation
Ventilation exhaust fans Volatile gases; ( Fan ntenance;
Dust ( fficie air movement
Indoor surfaces Dust ashdown between groups of animals
() Feed additives;
( ) Feeder covers;
( ) Feed delivery downspout extenders to
feeder covers
-lush tanks Agitation of recycled lagoon ( ) Flush tank covers
liquid whiles tanks are filling () Extend fill lines to near bottom of
tanks with anti-siphon vents
Flush alleys Agitation during wastewater () Underfloor flush with underfloor
conveyanance ventilation
Pit recharge points Agitation of recycled lagoon () Extend rechard lines to near bottom of
liquid while pits are filling pits with anti-siphon vents
Lift stations Agitation during sump tank filling ( 1 Sump tank covers
and drawdown
Outside drain collection Agitation during wastewater ( ) Box covers
or junction boxes conveyance
End of drainpipes at lagoon Agitation during wastewater { } Extend discharge point of pipes
underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions ;?orrect
agoon liquid capacity
Biological mixing lagoon startup procedures
Agitation () Minimum surface area-to-volume ratio
( ) Minimum agitation when pumping
( ) Mechanical aeration
( ) Proven ' ogical additives
Irrigation sprinkler nozzles High pressure agitation ( rrigate on dry days with little or no wind
Wind draft ( ) Mi ' um recommended operation pressure
Pump intake near lagoon liquid surface
( ! Pump from second-stage lagoon
AMOC--November 11, 1996

(,"",Storage tank or basin Partial microbial decomposition () Bottom or midlevel loading
surface Mixing while filling ( ) Tank covers
Agitation when emptying ( ) Basin surface mats of solids
{) Proven biological additives or oxidants
Settling basin surface Partial micobial decomposition () Extend drainpipe outlets underneath liquid
Mixing while filling level
Agitation when emptying () Remove settled solids regularly
Manure, slurry or sludge Agitation when spreading {} Soil injection of slurry/sludges
spreader outlets Volatile gas emissions {}Wash residual manure from spreader after use
I i Proven biological additives or oxidants
Uncovered manure, slurry Volatile gas emissions while drying (1 Soil infection of slurry/sludges
or sludge on field surfaces () Soil incorporation within 48 hours
( } Spread in thin uniform layers for rapid drying
( ) Prove ological additives or oxidants
Dead animals Carcass decomposition ( roper disposition of carcasses
Dead animal disposal Carcass decomposition ( ) Complete covering of carcasses in burial pits
pits O Proper location/construction of disposal pits
Incinerators Incomplete combustion ( ) Second stack burners
Standing water around Improper drainage ( rade and landscape such that water drains
facilities Microbial decomposition of away fro facilities
organic matter
Manure tracked onto public Poorly maintained access roads Farm access road maintenance
roads from farm access
Additional Information: Available From:
Swine Manure Management; 0200 Rule/BMP Packet NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management: Pit Recharge--Lagoon Treatment; EBAE 128-88 NCSU-BAE
Swine Production Facility Manure Management: Underfloor Fluse--Lagoon Treatment; EBAE 129-88 NCSU-BAE
Lagoon Desig and Management for Livestock Manure Treatment and Storage; EBAE 103-83 NCSU-BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33 NCSU-Swine Extension
Environmental Assuranc Program: NPPC Manual NC Pork Produces Assoc
Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies; PR0107, 1995 Conference Proceedings Florida Cooperative Extension
The issues checked (�rtain to this operation. The landowner/integrator agrees to use sound judgment in applying
odor control measures as practical.
I certify the aforementioned odor control Best Managment Practices have been reviewed with me.
z Y'06
(Landowner Signature)
AMOC--November 11. 1996

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids ( ) Flush system is designed and operated
sufficiently to remove accumulated
soiids from gutters as designed.
() Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids (406aintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30%of urface.
Excessive Vegetative Decaying vegetation ( aintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage () Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the accumulation
of decaying wastage.
{ 1 Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulations of feed residues {1 Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
()Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Areas Accumulations of animal wastes l 1 Eliminate low area that trap moisture along fences
and feed wastage and other locations where waste accumulates and
and disturbance by animals is minimal.
(} Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e.inspect for and remove or break up accumulated
solids as needed).
AMIC--November 11, 1996

OWN
Dry Manure Handling Accumulations of animal wastes ( ) Remove spillage on a routine basis (e.g. 7-10 day
Systems interval during summer, 15-30 days interval during
winter) where manure is loaded for land application
or disposal.
() Provide for adequate drainage around manure stockpiles.
() Inspect for and remove or break up accumulated wastes
in filter stripes around stockpiles and manure handling
areas as needed.
The issues checked ( ) pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been reviewed with me.
l�-�d.G
(Landowner Signature)
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh. NC
27695-7613.
AMIC--November 11, 1996

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
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MORTALITY MANAGEMENT METHODS
(check which method(s) are being implemented)
( ) Burial three feet beneath the surface of the ground within 24 hours
after knowledge of the death. The burial be at least 300 feet from
any flowing steam or public body of water.
( Rendering at a rendering plant licensed under G. S. 106-168.7
( ) Complete incineration
( ) In the case of dead poultry only, placing in a disposal pit of a size and
design approved by the Department of Agriculture.
( ) 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 of the State Veterinarian must be attached)