520026_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 Permittee.
1. Farm Number: 52-0026 Certificate Of Coverage Number: AWS520026
2. Facility Name: Moore Brothers-Beaver Creek Farm
i. Landoner's Name(same as on Waste Management v, Moorcros':Fartra.Irc
4. Landowner's Mailing Address: 3488 Middle Rd
City: Trenton State: NC Zip: 28585-8023
Telephone Number: 252-527-0790 Ext. E-mail:
5. Facility's Physical Address: 3256 Middle Rd
City: Trenton State: NC Zip: 28585
6. County where Facility is located: Jones
7. Farm Manager's Name(if different from Landowner): George P Moo
g. Farm Manager's telephone number(include area code): 252-527-0679 Ext.
9. Integrator's Name(if there is not an Integrator,write"None"): MpMhy-Brown LLC
10. Operator Name(OIC): Anthom D.Moore Phone No.: 252-527 0559 OIC#: 17040
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 7,200
Operation Types:
vSYis Cat^'e Dr.,PollItn. Ocher T.,yes
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

ROY COOPER
APR 0 2 2019
MICHAEL$.REG.AN �. � ...
LINDA CULPEPPER ;
NOft1't1 CARc3rrirqA
Direct" Environmental Quolfty ��'�'�'"'^ -:`_,3'�, -•�7
February 27,2019
Moore Bros Farms Inc
Moore Brothers-Beaver Creek Farm
3488 Middle Rd
Trenton,NC 28585-8023
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non-Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non-Discharge General Permits are available
at httns://deq nc gov/about/divisions/water-resource /water ualith-ree of nal,operations/afo,or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
In to assure ,our continued coverage under the State Non Discharge General Permits you must sub it an plication for
p&rmit coverage to the Division Enclosed )ou will find a "Request for Certificate of Coverage Facility Currently. Covered by an
Expiring State Non-Discharge General Permit." The application form must be completed- signed and returned b% April 3, 2019.
Please note that_.Nou must include one I11 cop►' of the Certified Animal Waste Manaeement Plan ICAWNIPI with the
completed and signed application form A li5t of items included in the CAWMP can be fund on e 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to$25,000 per day.
If you have any questions about the State Non-Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
Jon Risgaard,Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc(w/o enclosures): Washington Regional Office,Water Quality Regional Operations Section
Jones County Soil and Water Conservation District
AFOG Section Central Files-AWS520026
Mumh�-Brown LLC
NonhCa^o asJepartn,**tGfE-vrsrrrerta�.e'ty I Dv'sarofi:'aterReSOLTces
512 N.5a Bt-Sy St-1 1836 N S S '%'3e:erCer I Re a g,Nonr Caro'•a 276994635

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Estimated Liner Type Estimated Design Freeboard
Date (Clay,Synthetic,
Name Capacity Surface Area "Redline"
PRIMARY
Built Unknown) (Cubic Feet) (Square Feet) (Inches)
19,50
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.-1/The most recnt Waste Utilization Plan(WUP),si•ned br the owner and 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 ever, field rcd for land-applicativn(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
-6. Odor Control Checklist with chosen best management practices noted
-16. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
/%. 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.
A. 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]
APR 0 2 20ti�,

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.
Now In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
ation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
represent t by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
Section representation,
provides a punishmen
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:
r- Title:
Date:
Signature:
Name: Title:
Date:
Signature:
Title:
Name:
Date:
Signature.
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:2019Perm [e-mail]
FORM: RENEWAL-STATE GENERAL 02l2019

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
additlonai 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
1

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

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

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

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

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

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

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) 07<12- lo' -4��/
EMERGENCY MANAGEMENT SERVICES (EMS) Cg/
SOIL AND WATER CONSERVATION DISTRICT (SWCD) w 12 1
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) as'la
COOPERATIVE EXTENSION SERVICE (CES) 7�?- 'S��- 96A
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort
to ensure that this does not happen. This plan should be posted in an accessible
location for all employees at the facility. The following are some action items you should
take.
1. Stop the release of wastes. Depending on the situation,this may or may not be possible. Suggested
responses to some possible problems are listed below.
A. Lagoon overflow-possible solutions are:
a) Add soil to berm to increase elevation of dam.
b) Pump wastes to fields at an acceptable rate.
c) Stop all flow to the lagoon immediately.
d) Call a pumping contractor.
e) Make sure no surface water is entering lagoon.
B. Runoff from waste application field-actions include:
a) Immediately stop waste application.
b) Create a temporary diversion to contain waste.
c) Incorporate waste to reduce runoff.
d) Evaluate and eliminate the reason(s)that cause the runoff.
e) Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers-action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Close valves to eliminate further discharge.
d) Repair all leaks prior to restarting pumps.
D. Leakage from flush systems,houses,solid separators-action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Make sure siphon occurs.
d) Stop all flow in the house,flush systems,or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks-
possible action:
a) Dig a small sump or ditch from the embankment to catch all seepage, put in a submersible
pump,and pump back to lagoon.
b) If holes are caused by burrowing animals,trap or remove animals and fill holes and
compact with a clay type soil.
8

c) Have a professional evaluate the condition of the side walls and the lagoon bottom as soon
as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury,fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger(either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone #, After hours,
emergency number: [phone]. Your phone call should include: your name, facility
number, telephone number, the details of the incident from item 2 above, the exact
location of the facility, the location or direction of the movement of the spill, weather and
wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice/technical assistance phone number.
4. If none of the above works call 911 or the Sheriff's Department and explain your problem to
them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize offsite damage.
a. Contractors Name:
b. Contractors Address:
c . Contractors Phone: 2-16KER
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name:
b. Phone: �� !
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify
the damage, repair the system, and reassess the waste management plan to keep
problems with release of wastes from happening again.
9

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
solids from gutters as designed.
( ) Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids (✓)Maintain 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 Decaying vegetation(V)Maintain vegetative control along banks of
Vegetative Growth lagoons and other impoundment's 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).
Feed Storage Accumulation of feed () Reduce moisture accumulation within and around
residues 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 Accumulation of animal () Eliminate low area that trap moisture along fences
Areas wastes and feed wastage and other locations where waste accumulates 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).
MIC--November 11,1996
10

Dry Manure Handling Accumulations of animal ()Remove spillage on a routine basis(e.g.7-10 day
Systems wastes 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 strips 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.
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
11

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BMP's to Minimize Odor Site Specific Practices
Farmstead Swine production (,,)Vegetative or wooded buffers:
(V)Recommended best management
practices;
(V)Good judgment and common sense
Animal body Dirty manure ()Dry floors
surfaces covered animals
Floor surfaces Wet manure-covered (✓)Slotted floors;
floors (V)Waterers located over slotted floors;
(V)Feeders at high end of solid floors;
(✓)Scrape manure buildup from floors;
( )Underfloor ventilation for drying
Manure collection Urine (V)Frequent manure removal by flush,pit
pits recharge or scrape
Partial microbial ( )Underfloor ventilation
decomposition
Ventilation Volatile gases (✓)Fan maintenance;
exhaust fans Dust (✓)Efficient air movement
Indoor surfaces Dust (✓)Washdown between groups of animals
( )Feed additives;
( )Feeder covers;
( )Feed delivery downspout extenders to
feeder covers
Flush Tanks Agitation of recycled( )Flush tank covers
lagoon liquid while tanks ( )Extend fill lines to near bottom of tanks
are filling with anti-siphon vents
Flush alleys Agitation during waste ( )Underfloor flush with underfloor
water conveyance ventilation
Pit recharge Agitation of recycled()Extend recharge lines to near bottom of
points lagoon liquid while pits pits with anti-siphon vents
are filling
Lift stations Agitation during sump ( )Sump tank covers
tank filling and drawdown
Outside drain Agitation during waste ( )Box Covers
collection or water conveyance
junction boxes
End of drain Agitation during waste ( )Extend discharge point of pipes
pipes at lagoon water underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions (✓)Proper lagoon liquid capacity
Biological mixing (,")Correct lagoon startup procedures
Agitation ( )Minimum surface area-to-volume ratio
(V)Minimum agitation when pumping
( )Mechanical aeration
( )Proven biological additives
Irrigation sprinkler High pressure agitation (V)Irrigate on dry days with little or no wind
nozzles Wind draft (✓)Minimum recommended operation pressure
(✓)Pump intake near lagoon liquid surface
( )Pump from second-stage lagoon
AMOC--November 11,1996
12

Storage tank or Partial microbial ( )Bottom or midlevel loading
basin surface decomposition Mixing while ( )Tank covers
filling Agitation when emptying( )Basin surface mats of solids
( )Proven biological additives or oxidants
Settling basin Partial microbial decom- ( )Extend drainpipe outlets underneath liquid
surface position Mixing while filling level
Agitation when emptying ( )Remove settled solids regularly
Manure,slurry or Agitation when spreading ( )Soil injection of slurry/sludges
sludge spreader Volatile gas emissions ( )Wash residual manure from spreader after use
outlets ( )Proven biological additives or oxidants
Dead animals Carcass decomposition ( )Proper disposition of carcasses
Dead animal Carcass decomposition ( )Complete covering of carcasses in burial pits
disposal pits ( )Proper location/construction of disposal pits
Incinerators Incomplete combustion ( )Secondary stack burners
Standing water improper drainage (✓)Farm access road maintenance
around facilities Microbial decomposition of away from facilities
organic matter
Manure tracked Poorly maintained access (v)Farm access road maintenance
onto public roads 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 1 28-88NCSU-BAE
Swine Production Facility Manure Management:Underfloor Fluse-Lagoon Treatment 129-88NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE103-83NCSU-BAE
Calibration of Manure and Wastewater Application Equipment EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings;PIH-33 NCSU-Swine Extension
Environmental Assurance Program: NPPC Manual NC Pork Producers Assoc
Options for Managing Odor;a report from the Swine Odor Task Force NCSU Agri Communication
Nuisance Concerns in Animal Manure Management: Odors and Flies;PR0101, Florida Cooperative Extension
1995 Conference Proceedings
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 Management Practices have been
reviewed with me. i4l"I"',/'tj"' A tq�
(L ndo ner Signature
13

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
a Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should beat 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
Complete incineration according to 02 NCAC 52C .0102.
a A composting system approved and permitted by the NC Department of Agriculture&Con-
El 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.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture&Consumer Services(G.S. 106-549.70).
❑ Any method which, in the professional opinion of the State Veterinarian,would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options;contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions(refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency,the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
- - �
Signature of Farm Owner/Man r Date
9
�... i ature o T hnical Specialist Date

v
Nutrient Management Plan For Animal Waste Utilization
07-05-2016
This plan has been prepared for: This plan has been developed by:
Moore Brothers Farm Keith Metts
Phil Moore Jones SWCD
3488 Middle RD. 134 A Industrial Park Dr.
Trenton, NC 28585 Trenton, NC 28585
252-527-0790 252-448-2731 ext. 3
Developer Signature
Type of Plan: Nutrient Management with Manure 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.
wk�
J
i�
Signature(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 Conservation Commission.
Plan Approved Ey. \L % -1 - 's-- 16
Technical Specialist Signature Date
-----------------------------------------------------------------------------------------------------------------------------------------------------------------
702555 Database Version 4.1 Date Printed: 07-05-2016 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 6,674,400 gals/year by a 7,200
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 12031
Incorporated 14437
Injected 14437
Irrigated 12031
Max.Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs) * Applied(lbs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 12,031 27630 -15,599 13,119,137 -6,444,737
Year 12,031 26966 -14,935 12,792,231 -6,117,831
------ - - - ----- - --------- --- -----------------------------------------------------------------------
Note: In source ID, S means standard source,U means user defined source.
*Max.Available PAN is calculated on the basis of the actual application method(s)identified in the plan for this source.
702555 Database Version 4.1 Date Printed: 07-05-2016 Source Page 1 of 1

Narrative
*User Defined PAN values used in this waste plan are values used in previous waste plans for this
farm.
Mr.Moore may plant a Cover Crop after crops are harvested to be able to apply waste during the winter.
If Small Grain IS NOT taken off(Grazed or Hay)the amount applied will be deducted from the next
crop.
CROP Lbs.N/ac. APPLICATION WINDOW
Small Grain Grazed/Hay 50-lbs. 9/1------3/31
Small Grain Overseed(Bermuda) 50-lbs. 10/1-----3/31
Small Grain Burned Down 25-lbs. 9/1-----3/31
-----------------------------------------------------------------------------------------------------------------------------------------------------------------
702555 Database Version 4.1 Date Printed: 07-05-2016 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,as well as the crop's P205 Removal Rate. The Leaching Index(LI)and the
Phosphorous Loss Assessment Tool(PLAT)Rating are also provided for each field,where available.
If a field's PLAT Rating is High,any planned manure application is limited to the phosphorous removal rate of the harvested
plant biomass for the crop rotation or multiple years in the crop sequence. Fields with a Very High PLAT Rating should receive
no additional applications of manure. Regardless of the PLAT rating,starter fertilizers may be recommended in accordance
with North Carolina State University guidelines or recommendations. The quantity of P205 applied to each crop is shown in
the following table if the field's PLAT rating is High or Very High.
Planned Crops Summary
Total Useable Plat P2O5
Removal Applied
Tract Field Acres Acres Ming Ll Soil Series Crop Sequence RYE (lbs/acre) (lbs/acre)
516 20 8.99 8.00 Low 3.0 Kenansville Wheat,Grain 35 bu. 18 N/A
Soybeans,Manured,Double Crop 25 bu. 20 N/A
Corn,Grain 80 bu. 35 N/A
516 CP1 71.02 39.82 Medium 13.0 Stallings Wheat,Grain 50 bu. 25 N/A
Soybeans,Manured,Double Crop 32 bu. 26 N/A
Com,Grain 110 bu. 48 N/A
518 10 4.37 4.37 Low f 2.0 Norfolk Hybrid Bermudagrass Hay 6.5 Tons 80 N/A
518 11 3.24 3.24 Low 2.0 Norfolk Hybrid Bermudagrass Hay *6.1 Tons 75 N/A
518 12 2.03 2.03 Low 2.0 Norfolk Hybrid Bermudagrass Hay 6.5 Tons 80 N/A
518 7 6.01 6.01 Low 2.0 Norfolk Hybrid Bermudagrass Hay *6.1 Tons 75 N/A
518 8 5.57 5.57 Low 1.0 Stallings Com,Grain 110 bu. 48 N/A
Wheat,Grain 50 bu. 25 N/A
Soybeans,Manured,Double Crop 32 bu. 26 N/A
518 8A 4.37 4.37 Low 1.0 Stallings Com,Grain 110 bu. 48 N/A
Wheat,Grain 50 bu. 25 N/A
Soybeans,Manured,Double Crop 32 bu. 26 N/A
518 9 4.2q 4.28 Low 1.0. Stallings Com,Grain 110 bu. 48 N/A
Wheat,Grain 50 bu. 25 N/A
Soybeans,Manured,Double Crop 32 bu. 26 N/A
518 CP2 1 34.22 24.81 Medium 17.0 Woodington Wheat,Grain 50 bu. 25 N/A
Soybeans,Manured,Double Crop 29 bu. 23 N/A
Com,Grain 110 bu. 48 N/A
519 21 4.46 4.461 Low 2.0 Kalmia Wheat,Grain 60 bu. 30 N/A
Soybeans,Manured,Double Crop 35 bu. 28 N/A
Corn,Grain 110 bu. 48 N/A
519 22 2.53 2.52 Low 2.0 Kalmia Wheat,Grain 60 bu. 30 N/A
Soybeans,Manured,Double Crop 35 bu. 28 N/A
Com,Grain 110 bu. 48 I NIA
702555 Database Version 4.1 Date Printed 7/5/2016
PCS Page 1 of 2
NOTE: Symbol*means user entered data.

Planned Crops Summary
Total Useable Plat P205
Acres Removal Applied
Tract Field Acres Rating LI Soil Series Crop Sequence RYE (lbs/acre) (lbs/acre)
519 23 7.53 7.53 Low 3.0 Kenansville Wheat,Grain 35 bu. 18 N/A
Soybeans,Manured,Double Crop 25 bu. 20 N/A
Cam,Grain 80 bu. 35 N/A
519 24 7.62 7.62 Low 1.0 Johns Wheat,Grain 55 bu. 28 N/A
Soybeans,Manured,Double Crop 38 bu. 30 NIA
Com,Grain 120 bu. 53 N/A
519 25 8.99 8.99 Low 2.0 Norfolk Com,Grain 115 bu. 51 N/A
Wheat,Grain 60 bu. 30 N/A
Soybeans,Manured,Double Crop 35 bu. 28 N/A
519 26 8.99 8.99 Low 1.0 Stallings Com,Grain 110 bu. 48 N/A
Wheat,Grain 50 bu. 25 NIA
Soybeans,Manured,Double Crop 32 bu. 26 N/A
PLAN TOTALS: 184.22 142.61
LI Potential L eaching 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).
PLATIndez Rating P ManagementRecommendation
0-25 Low No adjustment needed;N based application
25-50 Medium No adjustment needed;N based application
51 - 100 High Application limited to crop P removal
> 100 Very High Starter P application only
702555 Database Version 4.1 Date Printed 7/5/2016
PCS Page 2 of 2
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 Fert. (Ibs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient NutrientA pplied Applied Applied Applied
Req'd Applied pplied (acre) (acre) (Field) (Field)
(lbs/A) (Ibs/A) (Ibs/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
516 20 S7 Kenansville 8.99 8.00 Wheat,Grain 35 bu. 9/1-4/30 *84 0 0 Irrig. 42 16.78 0.00 134.21 0.00
516 20 S7 Kenansville 8.99 8.00 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 100 0 0 Irrig. 100 39.94 0.00 319.55 0.00
516 CP1 S7 Stallings 71.02 39.82 Wheat,Grain 50 bu. 9/1-4/30 *120 0 0 Irrig. 60 33.29 0.00 1,325.48 0.00
516 CP1 S7 Stallings 71.02 39.82 Soybeans,Manured,Double Crop 32 bu. 4/1-9/15 *128 0 0 Irrig. 128 71.01 0.00 2,827.69 0.00
518 10 S7 Norfolk 4.37 4.37 Hybrid Bermudagrass Hay 6.5 Tons 311-9/30 *305 0 0 1 Irrig. 305 169.21 0.00 739.44 0.00
518 11 1 S7 Norfolk 3.24 3.24 Hybrid Bermudagrass Hay *6.1 311-9130 *305 0 0 Irrig. 305 121.83 0.00 394.73 0.00
518 12 S7 Norfolk 2.03 2.03 Hybrid Bermudagrass Hay 6.5 Tons 3/1-9/30 *305 0 0 Irrig. 305 169.21 0.00 343.49 0.00
518 7 S7 Norfolk 6.01 6.01 Hybrid Bermudagrass Hay *6.1 3/1-9/30 *305 0 0 brig. 305 121.83 0.00 732.20 0.00
518 8 S7 Stallings 5.57 5.57 Corn,Grain 110 bu. 2/15-6/30 *138 0 *15 brig. 123 49.13 0.00 273.66 0.00
518 8 S7 IStallings 5.57 5.57 Wheat,Grain 50 bu. 9/1-4/30 *120 0 0 Irrig. 60 23.97 0.00 133.49 0.00
518 8A S7 Stallings 4.37 4.37 Corn,Grain 110 bu. 2/15-6/30 *138 0 *15 Irrig. 123 49.13 0.00 214.70 0.00
518 8A S7 Stallings 4.37 4.37 Wheat,Grain 50 bu. 9/1-4/30 *120 0 0 Irrig. 60 23.97 0.00 104.73 0.00
518 9 S7 Stallings 4.28 4.28 Corn,Grain 110 bu. 2/15-6/30 *138 0 *15 Irrig. 1 123 49.13 0.00 210.28 0.00
518 9 S7 Stallings 4.28 4.28 Wheat,Grain 50 bu. 9/1-4130 *120 0 0 Irrig. 60 23.97 0.00 102.58 0.00
518 CP2 S7 Woodington 34.22 24.81 Wheat,Grain 50 bu. 9/1-4/30 96 Q 0 1 Irrig. 48 26.63 0.00 660.68 0.00
518 CP2 S7 Woodington 34.22 24.81 1 Soybeans,Manured,Double Crop 29 bu. 1 4/1-9/15 112 0 0 Irrig. 112 62.14 0.00 1,541.58 0.00
702555 Database Version 4.1 Date Printed:7/5/2016 WUT Page 1 of 4

Waste Utilization Table Year 1
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Pert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient NutrientA pplied Applied Applied Applied
Reld Applied pplied (acre) (acre) (Field) (Field)
(lbs/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
519 21 S7 Kalmia 4.46 4.46 Wheat,Grain 60 bu. 9/1-4/30 *144 0 0 Irrig. 72 28.76 0.00 128.27 0.00
519 21 S7 Kalmia 4.46 4.46 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 *140 0 0 Irrig. 140 55.92 0.00 249.41 0.00
519 22 S7 Kalmia 2.53 2.52 Wheat,Grain 60 bu. 9/1-4/30 *144 0 0 Irrig. 72 28.76 0.00 72.47 0.00
519 22 S7 Kalmia 2.53 2.52 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 *140 0 0 Irrig. 140 55.92 0.00 140.92 0.00
519 23 S7 Kenansville 7.53 7.53 Wheat,Grain 35 bu. 9/1-4/30 *84 0 0 Irrig. 42 16.78 0.00 126.33 0.00
519 23 S7 Kenansville 7.53 7.53 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 100 0 0 Irrig. 100 39.94 0.00 300.78 0.00
519 24 S7 Johns 7.62 7.62 Wheat,Grain 55 bu. 9/1-4/30 *132 0 0 Irrig. 66 26.36 0.00 200.89 0.00
519 24 S7 Johns 7.62 7.62 Soybeans,Manured,Double Crop 38 bu. 4/1-9/15 *152 0 0 Irrig. 152 60.72 0.00 462.65 0.00
519 25 S7 Norfolk 8.99 8.99 Corn,Grain 115 bu. 2/15-6/30 *144 0 *15 Irrig. 129 51.53 0.00 463.24 0.00
519 25 S7 Norfolk 8.99 8.99 Wheat,Grain 60 bu. 9/1-4/30 *144 0 0 Irrig. 72 28.76 0.00 258.55 0.00
519 26 S7 Stallings 8.99 8.99 Corn,Grain 110 bu. 2/15-6/30 *138 0 *15 Irrig. 123 49.13 0.00 441.69 0.00
519 26 S7 Stallings 8.99 8.99 Wheat,Grain 50 bu. 9/1-4/30 *120 0 0 Irrig. 60 23.97 0.00 215.46 0.00
Total Applied,1000 gallons 13,119.14
Total Produced,1000 gallons 6,674.40
Balance,1000 gallons -6,444.74
Total Applied,tons 0.00
Total Produced,tons 0.00
Balance,tans 0.00
Notes: 1. In the tract column,-symbol means leased,otherwise,owned. 2. Symbol*means user entered data.
702555 Database Version 4.1 Date Printed:7/5/2016 WUT Page 2 of 4

Waste Utilization Table Year 2
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fert. (Ibs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient NutrientA pplied Applied Applied Applied
Req'd Applied pplied (acre) (acre) (Field) (Field)
(lbs/A) (Ibs/A) (Ibs/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
516 20 S7 Kenansville 8.99 8.00 Wheat,Grain 35 bu. 9/1-4/30 *84 0 0 Irrig. 42 16.78 0.00 134.21 0.00
516 20 S7 Kenansville 8.99 8.00 Corn,Grain 80 bu. 2/15-6/30 *100 0 *15 brig. 85 33.95 0.00 271.62 0.00
516 CPI S7 Stallings 71.02 39.82 Wheat,Grain 50 bu. 9/14/30 *120 0 0 Irrig. 60 33.29 0.00 1,325.48 0.00
516 CPl S7 Stallings 71.02 39.82 Corn,Grain 110 bu. 2/15-6/30 *138 0 *15 Irrig. 123 68.24 0.00 2,717.23 0.00
518 10 S7 Norfolk 4.37 4.37 Hybrid Bermudagrass Hay 6.5 Tons 3/1-9/30 *305 0 0 Irrig. 305 169.21 0.00 739.44 0.00
518 11 S7 Norfolk 3.24 3.24 Hybrid Bermudagrass Hay *6.1 311-9/30 *305 0 0 brig. 305 121.83 0.00 394.73 0.00
518 12 S7 Norfolk 2.03 2.03 Hybrid Bermudagrass Hay 6.5 Tons 3/1-9130 *305 0 0 1 Irrig. 305 169.21 0.00 343.49 0.00
518 7 S7 Norfolk 6.01 6.01 Hybrid Bermudagrass Hay *6.1 3/1-9/30 *305 0 0 Irrig. 305 121.83 0.00 732.20 0.00
518 8 S7 Stallings 5.57 5.57 Wheat,Grain 50 bu. 9/1-4/30 *120 0 0 Irrig. 60 23.97 0.00 133.49 0.00
518 8 S7 Stallings 5.57 5.57 Soybeans,Manured,Double Crop 32 bu. 4/1-9/15 *128 0 0 Irrig. 128 51.13 0.00 284.79 0.00
518 8A S7 Stallings 4.37 4.37 Wheat,Grain 50 bu. 9/1-4/30 *120 0 0 Irrig. 60 23.97 0.00 104.731 0.00
518 8A S7 Stallings 4.37 4.37 Soybeans,Manured,Double Crop 32 bu. 4/1-9/15 *128 0 0 Irrig. 128 51.13 0.00 223.43 0.00
518 9 S7 Stallings 4.28 4.28 Wheat,Grain 50 bu. 9/1-4/30 *120 0 0 Irrig. 60 23.97 0.00 102.58 0.00
518 9 S7 Stallings 4.28 4.28 Soybeans,Manured,Double Crop 32 bu. 4/1-9/15 *128 0 0 Irrig. 128 51.13 0.00 218.83 0.00
518 CP2 S7 Woodington 34,22 24.81 Wheat,Grain 50 bu. 9/1-4/30 96 0 0 Irrig. 48 26.63 0.00 660.68 0.00
y' 518 CP2 S7 Woodington 34.22 24.81 Corn,Grain 110 bu. 2/15-6/30 119 0 *15 Irrig. 104 57.70 0.00 1,431.46 0.00
519 21 S7 Kalmia 4.46 4.46 Wheat,Grain 60 bu. 9/1-4/30 *144 0 0 Irrig. 72 28.76 0.00 128.27 0.00
519 21 S7 Kalmia 4.46 4.46 Corn,Grain 110 bu. 2/15-6/30 *138 0 *15 Irrig. 123 49.13 0.00 219.13 0.00
519 22 S7 Kalmia 2.53 2.52 Wheat,Grain 60 bu. 9/1-4/30 *144 0 0 Irrig. 72 28.76 0.00 72.47 0.00
519 22 S7 Kalmia 2.53 2.52 Corn,Grain 110 bu. 2/15-6/30 *138 0 *15 Irrig. 123 49.13 0.00 123.81 0.00
519 1 23 S7 Kenansville 7.53 7.53 Wheat,Grain 35 bu. 9/14/30 *84 0 0 Irrig. 42 16.78 0.00 126.33 0.00
519 23 S7 Kenansville 7.53 7.53 Corn,Grain 80 bu. 2/15-6/30 *100 0 *15 Irrig. 85 33.95 0.00 255.66 0.00
702555 Database Version 4.1 Date Printed:7/5/2016 WUT Page 3 of 4

Waste Utilization Table Year 2
Nilrovr' Comm. Res. Manure Liquid Solid Liquid Solid
PA pert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient NutrientA pplied Applied Applied Applied
Req'd Applied pplied (acre) (acre) (Field) (Field)
(Ibs/A) (Ibs/A) (Ibs/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
519 24 S7 Johns 7.62 7.62 Wheat,Grain 55 bu. 9/14/30 *132 0 0 Irrig. 66 26.36 0.00 200.89 0.00
519 24' S7 Johns 7.62 7.62 Corn,Grain 120 bu. 2/15-6/30 *150 0 *15 Irrig. 135 53.93 0.00 410.91 0.00
519 25 S7 Norfolk 8.99 8.99 Wheat,Grain 60 bu. 9/14/30 *144 0 0 Irrig. 72 28.76 0.00 258.55 0.00
519 25 87 Norfolk 8.99 8.99 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 *140 0 0 Irrig. 1401 55.92 0.00 502.74 0.00
519 26 S7 Stallings 8.99 8.99 Wheat,Grain 50 bu. 9/1-4/30 *120 0 0 Irrig. 60 23.97 0.00 215.46 0.00
519 26 S7 Stallings 8.99 8.99 Soybeans,Manured,Double Crop 32 bu. 4/1-9/15 *128 0 0 Irrig. 128 51.13 0.00 459.65 0.00
Total Applied,1000 gallons 12,792.23
Total Produced,1000 gallons 6,674.40' i
Balance,1000 gallons -6,117.83' ryyf'
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.
702555 Database Version 4.1 Date Printed:7/5/2016 WUT Page 4 of 4

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies with
soils. If applying waste nutrients through an irrigation system,you must apply at a rate that will not result in runoff. This table
provides the maximum application rate per hour that may be applied to each field selected to receive wastewater. It also lists
the maximum application amount that each field may receive in any one application event.
Irrigation Application Factors
Application Rate Application Amount
Tract Field Soil Series (inches/hour) (inches)
516 20 Kenansville 0.60 1.0
516 CP 1 Stallings 0.50 1.0
518 10 Norfolk 0.50 1.0
518 11 Norfolk 0.50 1.0
518 12 Norfolk 0.50 1.0
518 7 Norfolk 0.50 1.0
518 8 Stallings 0.50 1.0
518 8A Stallings 0.50 1.0
518 9 Stallings 0.50 1.0
518 CP2 Woodington 0.40 1.0
519 21 Kalmia 0.50 1.0
519 22 Kalmia 0.50 1.0
519 23 Kenansville 0.60 1.0
519 24 Johns 0.50 1.0
519 25 Norfolk 0.50 1.0
519 26 iStallings 0.50 1.0
702555 Database Version 4.1 Date Printed 7/5/2016 IAF Page I of 1
NOTE: Symbol*means user entered data.

The Nutrient Management Recommendations table shown below provides an annual summary of the nutrient management
plan developed for this operation. This table provides a nutrient balance for the listed fields and crops for each year of the
plan. Required nutrients are based on the realistic yields of the crops to be grown,their nutrient requirements and soil test
results. The quantity of nutrient supplied by each source is also identified.
The total quantity of nitrogen applied to each crop should not exceed the required amount. However,the quantity of other
nutrients applied may exceed their required amounts. This most commonly occurs when manure or other byproducts are
utilized to meet the nitrogen needs of the crop. Nutrient management plans may require that the application of animal waste
be limited so as to prevent over application of phosphorous when excessive levels of this nutrient are detected in a field. In
such situations,additional nitrogen applications from nonorganic sources may be required to supply the recommended
amounts of nitrogen.
Nutrient Management Recommendations Test
YEAR 0 N P2O5 K2O Mg Mn Zn Cu Lime
(lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (tons/A)
Tract Field 1 516 1 20 Req'd Nutrients *84 0 20 0 0 0 0 0
Acres App.Period 8.00 9/1-4/30 Supplied By:
CROP Wheat,Grain Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Kenansville Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 35 bu. 11-10-04 Manure 84 46 115 10 0 2 0 0
P Removal I Rating 18 lbs/ac. Low BALANCE 0 46 95 10 0 2 01 0
Tract Field 516 CPI Req'd Nutrients *120 0 20 0 0 0 0 1
Acres App.Period 39.82 9/1-4/30 Supplied By:
CROP Wheat,Grain Starter 0 0 0 0 0 0 0 0
Commercial Fert. 01 0 0 0 0 0 0 0
Soil Series Stallings Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 50 bu. 05-02-16 Manure 120 93 553 20 1 4 1 0
P Removal I Rating 25 lbs/ac. Medium BALANCE 0 93 533 20 1 4 1 -1
Tract Field 518 CP2 Req'd Nutrients 96 0 0 0 0 0 0 0
Acres I App.Period 24.81 9/1-4/30 Supplied By:
CROP Wheat,Grain Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Woodington Residual 0 0 0 0 0 0 01 0
RYE I Sample Date 50 bu. 07-01-16 Manure 96 74 442 16 1 3 1 0
P Removal Rating 251bs/ac. Medium BALANCE 0 74 442 16 1 3 1 0
Tract Field 519 21 Req'd Nutrients *144 0 0 0 0 0 0 0
Acres I App.Period 4.46 9/1-4/30 Supplied By:
CROP Wheat,Grain Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
U
Series Kalmia Residual 0 0 0 0 0 0 0 0
ple Date 60 bu. 11-10-04 Manure 144 78 197 18 1 3 1 0
Rating 30 lbs/ac. 11.ow BALANCE 0 78 197 181 1 1 3 11 0
702555 Database Version 4.1 Date Printed: 7/5/2016 NMR Page 1 of 10

Nutrient Management Recommendations Test
YEAR U N P205 K20 Mg Mn Zn Cu Lime
(lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (tons/A)
Tract Field 519 22 Req'd Nutrients *144 0 0 0 0 0 0 0
Acres App.Period 2.52 9/1-4/30 Supplied By:
CROP Wheat,Grain Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Kalmia Residual 0 0 0 0 0 0 0 0
RYE Sample Date 60 bu. 11-10-04 Manure 144 78 197 18 1 3 1 0
P Removal Rating 30 lbs/ac. Low BALANCE 0 78 197 18 1 3 1 0
Tract Field -519 23 Req'd Nutrients *84 0 20 0 0 0 0 0
Acres I App.Period 7.53 9/1-4/30 Supplied By:
CROP Wheat,Grain Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Kenansville Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 35 bu. 1 11-10-04 Manure 84 46 115 10 0 2 0 0
P Removal Rating 18 lbs/ac. Low BALANCE 1 0 46 95 10 0 2 0 0
F
Tract Field 519 24 Req'd Nutrients *132 0 40 0 0 0 0 0
cres App.Period 7.62 9/1-4/30 Supplied By:
CROP Wheat,Grain Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Johns Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 55 bu. 1 11-10-04 Manure 132 72 181 16 I 3 1 0
P Removal Rating 28 lbs/ac. ILOW BALANCE 0 72 141 16 1 3 1 0
NOTE: Symbol*means user entered data.
702555 Database Version 4.1 Date Printed: 7/5/2016 NMR Page 2 of I0

Nutrient Management Recommendations Test
YEAR 1 N P2O5 K2O Mg Mn Zn Cu Lime
(lbs/A)' (lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (tons/A)
Tract Field 516 20 Req'd Nutrients *100 0 20 0 0 0 0 0
Acres App.Period 8.00 4/1-9/15 Supplied By:
CROP Soybeans,Manured, Starter 0 0 0 0 0 0 0 0
Double Crop
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Kenansville Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 25 bu. 11-10-04 Manure 100 551 137 12 0 2 01 0
P Removal I Rating 20 lbs/ac. Low BALANCE 0 55 117 12 0 2 0 0
Tract I Field 516 CPl Req'd Nutrients *128 0 20 0 0 0 0 0
Acres jApp.Period 39.82 4/1-9/15 Supplied By:
CROP Soybeans,Manured, Starter 01 0 0 0 0 0 0 0
Double Crop
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Stallings Residual 0 0 0 0 0 0
0 0
RYE I Sample Date 32 bu. 05-02-16 Manure 128 99 590 22 1 4 1 0
P Removal Rating 26 lbs/ac. Medium BALANCE 0 99 570 22 1 4 1 0
Tract Field 518 10 Req'd Nutrients *305 0 10 0 0 0 0 0
Acres App.Period 4.37 3/1-9/30 Supplied By:
CROP Hybrid Bermudagrass Starter 0 0 0 0 0 0 0 0
Hay Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Norfolk Residual 0 0 0 0 0 0 0 0
RYE Sample Date 6.5 Tons 11-10-04 Manure 3051 236 1405 521 2 10 2 0
P Removal Rating 80 lbs/ac. Low BALANCE 01 236 1395 521 2 10 2 0
Tract Field 518 11 Req'd Nutrients *305 0 10 0 0 0 0 0
Acres jApp.Period 3.24 3/1-9/30 Supplied By:
CROP Hybrid Bermudagrass Starter 0 0 0 0 0 0 0 0
Hay Commercial Fert. 0 0 01 0 0 0 0 0
Soil Series Norfolk Residual 0 0 0 0 0 0 0 0
RYE Sample Date *6.1 Tons 11-10-04 Manure 305 166 418 37 2 7 1 0
P Removal Rating 75 lbs/ac. Low BALANCE 0 166 408 37 2 7
1 0
Tract Field 518 12 Req'd Nutrients *305 0 10 0 0 0 0 0
Acres App.Period 2.03 3/1-9/30 Supplied By:
CROP Hybrid Bermudagrass Starter 0 0 0 0 0 0 0 0
Hay Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Norfolk Residual 0 01 0 01 0 0 0 0
RYE Sample Date 6.5 Tons 11-10-04 Manure 305 236 1405 52 2 10 2 0
P Removal Rating 801bs/ac. ow BALANCE 0 2361 1395 52 2 10 2 0
702555 Database Version 4.1 Date Printed: 7/5/2016 NMR Page 3 of 10

Nutrient Management Recommendations Test
YEAR 1 N P205 K20 Mg Mn Zn Cu. Lime
(lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (tons/A)
Tract Field 518 7 Req'd Nutrients *305 0 30 0 0 0 0 0
Acres App.Period 6.1 3/1-9/30 Supplied By:
CROP Hybrid Bermudagrass Starter 0 0 0 0 0 0 0 0
Hay Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Norfolk Residual 0 0 0 0 0 0 0 0
RYE Sample Date *6.1 Tons 11-10-04 Manure 305 166 418 37 2 7 1 0
P Removal Rating 75 lbs/ac. Low BALANCE 0 166 388 37 2 7 1 0
Tract Field 518 8 Req'dNutrients *138 0 30 0 0 0 0 0
Acres App.Period 5.57 2/15-6/30 Supplied By:
CROP Corn,Grain Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Stallings Residual *15 0 0 0 0 0 0 0
RYE j Sample Date 110 bu. 11-10-04 Manure 123 67 168 15 1 3 1 0
P Removal I Rating 48 lbs/ac. Low BALANCE 0 67 138 15 1 3 j 1 0
Tract I Field 518 8 Req'dNutrients *120 0 30 0 0 0 0 0
Acres App.Period 5.57 9/1-4/30 Supplied By: - - .
CROP Wheat,Grain Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 01 0 0
Soil Series Stallings Residual 0 0 0 0 0 0 0
0
RYE I Sample Date 50 bu. 11-10-04 Manure 120 65 164 15 1 3 1 0
P Removal Rating 25 lbs/ac. Low BALANCE 0 65 134 15 1 3 11 0
Tract I Field 518 8A Req'dNutrients *138 0 30 0 0 0 0 0
Acres App.Period 4.37 2/15-6/30 Supplied By:
CROP Corn,Grain Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Stallings Residual *15 0 0 0 0 0 0 0
RYE I Sample Date 110 bu. 11-10-04 Manure 123 67 168 15 1 3 1 0
P Removal Rating 48 lbs/ac. Low BALANCE 0 67 1381 15 1 3 1 0
Tract Field 518 8A Req'dNutrients *120 0 30 0 0 0 0 0
Acres App.Period 4.37 9/1-4/30 Supplied By:
CROP Wheat,Grain Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Stallings Residual 0 0 0 0 0 0 0
0
RYE Sample Date 50 bu. 11-10-04 Manure 120 65 164 15 1 3 1 0
P Removal Rating 251bs/ac. Low BALANCE 0 65 134 15 1 3 1 0
702555 Database Version 4.1 Date Printed: 7/5/2016 NMR Page 4 of 10

Nutrient Management Recommendations Test
YEAR 1 N P205 K20 Mg Mn Zn Cu Lime
(lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (tons/A)
Tract Field 518 9 Req'dNutrients *120 0 20 0 10 0 0 0
Acres App.Period 4.28 9/1-4/30 Supplied By:
CROP Wheat,Grain Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Stallings Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 50 bu. 11-10-04 Manure 120 65 164 15 1 3 1 0
P Removal IRating 25 lbs/ac. Low BALANCE 0 65 144 15 -9 3 1 0
Tract I Field 518 9 Req'dNutrients *138 0 20 01 0 0 2 0
Acres I App.Periodi 4.28 2/15-6/30 Supplied By:
CROP Corn,Grain Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Stallings Residual *15 0 0 0 0 0 0 0
RYE I Sample Date 110 bu. 11-10-04 Manure 123 67 168 15 1 3 1 0
P Removal Rating 48 lbs/ac. Low BALANCE 0 67 148 15 1 3 4 0
Tract Field 518 CP2 Req'd Nutrients 112 0 0 0 0 0 0 0
Acres App.Period 24.81 4/1-9/15 Supplied By:
CROP Soybeans,Manured, Starter 0 0 0 0 0 0 0 0
Double Crop Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Woodington Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 29 bu. 07-01-16 Manure 112 87 516 19 1 4 1 0
P Removal Rating 23 lbs/ac. Medium BALANCE 0 87 516 19 1 4 1 0
Tract Field 519 21 Req'd Nutrients *140 0 0 0 0 0 0 0
Acres App.Period 4.46 4/1-9/15 Supplied By:
CROP Soybeans,Manured, Starter 0 0 0 0 0 0 0 0
Double Crop Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Kalmia Residual 0 0 0 01 0 01 0 0
RYE I Sample Date 35 bu. 11-10-04 Manure 140 76 192 17 1 3 1 0
P Removal I Rating 28 lbs/ac. Low BALANCE 0 76 192 17 1 3 1 0
Tract Field 519 22 Req'd Nutrients *140 0 0 0 0 0 0 0
Acres App.Period 2.52 4/1-9/15 Supplied By:
CROP Soybeans,Manured, Starter 0 0 0 0 0 0 0 0
Double Crop Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Kalmia Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 35 bu. 11-10-04 Manure 140 76 192 17 1 3 1 0
P Removal I Rating 28 lbs/ac. Low I BALANCE 01 76 1921 171 11 31 1 0
702555 Database Version 4.1 Date Printed: 7/5/2016 NMR Page 5 of 10

Nutrient Management Recommendations Test
YEAR 1 N P205 K20 Mg Mn Zn Cu Lime
(Ibs/A) (Ibs/A) (lbs/A) (Ibs/A) (Ibs/A) (Ibs/A) (lbs/A) (tons/A)
Tract Field 519 23 Req'dNutrients *100 0 20 0 0 0 0 0
Acres App.Period 7.53 4/1-9/15 Supplied By:
CROP Soybeans,Manured, Starter 0 0 0 0 0 0 0 0
Double Crop Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Kenansville Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 25 bu. 11-10-04 Manure 100 55 137 12 0 2 0 0
P Removal Rating 20 lbs/ac. Low BALANCE 0 55 117 12 0 2 0 0
Tract I Field 519 24 Req'dNutrients *152 0 40 0 0 0 0 0
Acres App.Period 7.62 4/1-9/15 Supplied By:
CROP Soybeans,Manured, Starter 0 0 0 0 0 0 0 0
Double Crop Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Johns Residual 01 0 0 0 0 0 0 0
RYE I Sample Date 38 bu. I 1-10-04 Manure 152 83 208 19 1 3 1 0
P Removal Rating 30 lbs/ac. Low BALANCE 0 83 168 19 1 3 1 0
Tract Field 519 25 Req'dNutrients *144 0 0 0 0 0 0 0
Acres App.Period 8.99 9/1-4/30 Supplied By:
CROP Wheat,Grain Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Norfolk Residual 0 0 01 0 0 0 0 0
RYE I Sample Date 60 bu. 11-10-04 Manure 144 78 197 18 1 3 1 0
P Removal Rating 301bs/ac. Low BALANCE 0 78 197 18 1 3 1 0
Tract Field 519 25 Req'dNutrients *144 0 0 0 0 0 0 0
Acres App.Period 8.99 2/15-6/30 Supplied By:
CROP Corn,Grain Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Norfolk Residual *15 0 0 0 0 0 0 0
RYE I Sample Date 115 bu. 11-10-04 Manure 129 70 177 161 1 3 1 0
P Removal I Rating 51 lbs/ac. i_nw BALANCE 0 70 177 16 1 3 1 0
Tract Field 519 26 Req'd Nutrients *120 0 20 0 0 0 0 0
Acres App.Period 8.99 9/1 4/30 Supplied By:
CROP Wheat,Grain Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series I Stallings Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 50 bu. 1 11-10-04 Manure 120 65 164 15 1 3 1 0
P Removal Rating 25 lbs/ac. Low BALANCE 0 65 144 15 1 3 1 0
702555 Database Version 4.1 Date Printed: 7/5/2016 NMR Page 6 of 10

Nutrient Management Recommendations Test
YEAR 1 N P2O5 K2O Mg Mn Zn Cu Lime
(lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (tons/A)
Tract Field 519 26 Req'd Nutrients *138 0 20 0 0 0 0 1
Acres App.Period 8.99 2/15-6/30 Supplied By:
CROP Corn,Grain Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Stallings Residual 1 -15 0 0 0 0 0 0 0
RYE I Sample Date 110 bu. 11-10-04 Manure 123 67 168 15 1 3 1 0
P Removal I Rating 48 lbs/ac. ..cw BALANCE 1 01 671 1481 151 1 1 3 1 -1
NOTE: Symbol*means user entered data.
702555 Database Version 4.1 Date Printed: 7/5/2016 NMR Page 7 of 10

Nutrient Management Recommendations Test
YEAR 2 N P205 K20 Mg Mn Zn Cu Lime
(lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (tons/A)
Tract I Field 516 20 Req'd Nutrients *100 0 20 0 0 0 0 0
Acres I App.Period 8.00 2/15-6/30 Supplied By: - '
CROP Com,Grain Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Kenansville Residual *15 0 0 0 0 0 0 0
RYE I Sample Date 80 bu. 11-10-04 Manure 85 46 116 10 01 2 0 0
P Removal Rating 35 lbs/ac. Low BALANCE 0 46 96 10 0 2 0 0
Tract Field 516 CPI Req'd Nutrients *138 0 20 0 0 0 0 0
Acres App.Period 39.82 2/15-6/30 Supplied By:
CROP Corn,Grain Starter 01 0 01 0 0 01 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Stallings Residual *15 0 0 0 0 0 0 0
RYE I Sample Date 110 bu. 05-02-16 Manure 123 95 566 21 1 4 1 0
P Removal Rating 48 Ibs/ac. Medium BALANCE 0 95 546 21 1 4 1 0
Tract Field 518 8 Req'd Nutrients *128 0 30 0 0 0 0 0
Acres App.Period 5.57 4/1-9/15 Supplied By:
CROP Soybeans,Manured, Starter 0 0 0 0 0 0 0 0
Double Crop Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Stallings Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 32 bu. 11-10-04 Manure 128 70 175 16 1 3 I 0
P Removal Rating 26 lbs/ac. Low BALANCE 0 70 145 16 1 3 1 0
Tract Field 518 8A Req'd Nutrients *128 0 30 0 0 0 0 0
Acres App.Period 4.37 4/1-9/15 Supplied By:
CROP Soybeans,Manured, Starter 0 0 0 0 0 0 0 0
Double Crop Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Stallings Residual 01 0 0 0 0 0 0 0
RYE I Sample Date 32 bu. 11-10-04 Manure 128 70 175 16 1 31 1 0
P Removal Rating 26 lbs/ac. Low BALANCE 0 70 1451 16 1 3 1 0
Tract Field 518 9 Req'd Nutrients *128 0 20 0 0 0 0 0
Acres I App.Period 4.28 4/1-9/15 Supplied By:
CROP Soybeans,Manured, Starter 0 0 0 0 0 0 0 0
Double Crop Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Stallings Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 32 bu. 1 I I-10-04 Manure 128 70 175 16 I 3 1
0
P Removal I Rating 26 lbs/ac. i_ow BALANCE 1 01 70 155 16 1 31 11 0
702555 Database Version 4.1 Date Printed: 7/5/2016 NMR Page 8 of 10

Nutrient Management Recommendations Test
YEAR 2 N P205 K20 Mg Mn Zn Cu Lime
(lbs/A) (Ibs/A) (Ibs/A) (lbs/A) (lbs/A) (lbs/A) (Ibs/A) (tons/A)
Tract Field 518 CP2 Req'd Nutrients 119 0 0 0 0 0 0 0
Acres App.Period 24.81 2/15-6/30 Supplied By:
CROP Com,Grain Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Woodington Residual *15 0 0 0 0 0 0 0
RYE I Sample Date 110 bu. 07-01-16 Manure 104 80 479 18 I 3 1 0
P Removal I Rating 48 Ibs/ac. Medium BALANCE 0 80 479 18 1 3 1 0
F�TField 519 21 Req'd Nutrients *138 0 0 0 0 0 0 0
App.Period 4.46 2/15-6/30 Supplied By:
CROP Corn,Grain Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 40 0
Soil Series Ralmia Residual *15 0 0 0 0 0 0 0
RYE I Sample Date 110 bu. 11-10-04 Manure 123 67 168 IS 1 3 1 0
P Removal I Rating 48 Ibs/ac. Low BALANCE 0 67 168 15 1 3 1 0
Tract Field 519 22 Req'd Nutrients *138 0 0 0 0 0 0 0
Acres I App.Period 2.52 2/15-6/30 Supplied By:
CROP Corn,Grain Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 01 0 0 01 0
Soil Series Kalmia Residual *15 0 0 0 0 0 0 0
RYE I Sample Date 110 bu. 11-10-04 Manure 123 67 168 IS 1 3 1 0
P Removal Rating 48 Ibs/ac. Low BALANCE 01 67 168 15 1 3 1 0
Tract j Field 519 23 Req'd Nutrients *100 0 20 0 0 0 0 0
Acres App.Period 7.53 2115-6/30 Supplied By:
CROP Com,Grain Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Kenansville Residual *15 0 0 0 0 0 0 0
RYE Sample Date 80 bu. 11-10-04 Manure 85 46 116 10 0 2 0 0
P Removal Rating 35 Ibs/ac. ow BALANCE 0 46 96 10 0 2 0 0
Tract Field 519 24 Req'd Nutrients *150 0 40 0 '0'0 0 0
Acres App.Period 7.62 2115-6/30 Supplied By:
CROP Com,Grain Starter 0 0 0 0 0 0 0 01
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Johns Residual *15 0 0 0 0 0 0 0
RYE Sample Date 120 bu. 11-10-04 Manure 135 74 185 17 1 3 1 0
P Removal Rating 53 lbs/ac. Low BALANCE 0 74 145 17 1 31 1 0
702555 Database Version 4.1 Date Printed: 7/5/2016 NMR Page 9 of 10

Nutrient Management Recommendations Test
YEAR 2 N P205 K20 Mg Mn Zn Cu Lime
(lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (tons/A)
Tract I Field 519 25 Req'd Nutrients *140 0 0 0 0 0 0 0
Acres IApp.Period 8.99 4/1-9/15 Supplied By:
CROP Soybeans,Manured, Starter 0 0 0 01 0 0 0 0
Double Crop Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Norfolk Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 35 bu. 11-10-04 Manure 140 76 192 17 1 3 1 0
P Removal I Rating 281bs/ac. Low BALANCE 0 76 192 171 1 3 1 0
Tract Field 519 26 Req'd Nutrients *128 0 20 0 0 0 0 0
Acres jApp.Period 8.99 4/1-9/15 Supplied By: T
CROP Soybeans,Manured, Starter 0 0 0 0 0 0 0 0
Double Crop Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Stallings Residual 0 0 0 0 0 0 0 0
RYE Sample Date 32 bu. 11-10-04 Manure 128 70 175 161 1 3 1 0
P Removal I Rating 26 lbs/ac. ILow BALANCE 0 70 155 16 1 3 1 0
NOTE: Symbol*means user entered data.
702555 Database Version 4.1 Date Printed: 7/5/2016 NMR Page 10 of 10

The Required Soil Test Values shown in the following table provide a summary of recommended actions that should be taken if soil tests indicate excessive
levels of copper or zinc. Fields that receive manure must have an annual soil analysis for these elements. High levels of zinc and copper can adversely affect
plant growth. Alternative crop sites must be used when the concentration of these metals approach excessive levels. Site life can be estimated by dividing the
amount of copper and zinc to be applied in lbs/acre by 0.036 and 0.071,respectively and multiplying the result by 0.85. By adding this quantity to the current
soil index for copper or zinc,we can predict life of the site for waste disposal.
In addition to copper and zinc indices,this table also provides a summary of lime recommendations for each crop based on the most recent soil sample.
Application of lime at recommended rates is necessary to maintain soil pH in the optimum range for crop production.
Rea uire o St Value�
Lime Recom.
Tract Field Crop pH (tons/acre) Cu-I Copper Recommendation Zn-I Zinc Recommendation
516 20 Wheat,Grain 6.2 0.0 34 1 None 64 None
516 20 Soybeans,Manured,Double Crop 6.2 0.0 34 None 64 None
516 20 Corn,Grain 6.2 0.0 34 None 64 None
516 CPI Wheat,Grain 5.4 0.7 27 None 87 None
516 CP1 Soybeans,Manured,Double Crop 5.4 0.0 27 None 87 None
516 CPl Corn,Grain 5.4 0.0 27 None 87 None
518 10 Hybrid Bermudagram Hay 6.7 0.0 47 None 83 None
518 11 Hybrid Bermudagrass Hay 6.8 0.0 47 None 90 None
518 12 Hybrid Bermudagrass Hay 6.8 0.0 47 None 92 None
518 7 Hybrid Bermudagrass Hay 6.9 0.0 30 None 87 None
518 8 .
Grain 6.0 0.0 40 None 123 None
518 8 Wheat,Grain 6.0 0.0 40 None 123 None
518 8 Soybeans,Manured,Double Crop 6.0 0.0 40 None 123 None
518 8A Corn,Grain 6.0 0.0 39 None 122 None
518 8A Wheat,Grain 6.0 0.0 39 None 122 None
518 8A Soybeans,Manured,Double Crop 6.0 0.0 39 None 122 None
518 9 Corn,Grain 6.0 0.0 13 1 None 52 None
518 9 Wheat,Grain 6.0 0.0 13 None 52 None
518 9 Soybeans,Manured,Double Crop 6.0 0.0 13 None 52 None
518 CP2 Wheat,Grain 6.6 0.0 93 None 193 None
518 CP2 Soybeans,Manured,Double Crop 6.6 0.0 93 None 193 None
518 CP2 Corn,Grain 6.6 0.01 93 None 193 None
--------------- ---------•------------------------------•----------••---•----- ............ -----------•------- - --- - _
555 Database Version 4.1 Date Printed: 07-05-2016 STV Page 1 of 2

Re uired Soil Test Values
Lime Recom.
Tract Field Crop pH (tons/acre) Cu-I Copper Recommendation Zn-I Zinc Recommendation
519 21 Wheat,Grain 6.0 0.0 29 None 62 None
519 21 Soybeans,Matured,Double Crop 6.0 0.0 29 None 62 None
519 21 Corn,Grain , 6.0 0.0 29 None 62 None
519 22 Wheat,Grain 6.2 0.0 35 None 70 None
519 22 Soybeans,Manured,Double Crop 6.2 0.0 35 None 70 None
519 22 Com,Grain 6.2 0.0 35 None 70 None
519 23 Wheat,Grain 6.3 0.0 36 None 73 None
519 23 Soybeans,Manured,Double Crop 6.3 0.0 36 None 73 None
519 23 Corn,Grain 6.3 0.0 36 None 73 None
519 24 Wheat,Grain 5.8 0.0 27 None 58 None
519 24 Soybeans,Manured,Double Crop 5.8 0.0 27 None 58 None
519 24 Corn,Grain 5.8 0.0 27 None 58 one
519 25 Corn,Grain 6.4 0.0 68 None 105 None
519 25 Wheat,Grain 6.4 0.0 68 None 105 None
519 25 Soybeans,Manured,Double Crop 6.4 0.0 68 None 105 None
519 26 Corn,Grain 5.6 0.5 34 None 115 None
519 26 Wheat,Grain 5.6 0.0 34 None 115 None
519 26 Soybeans,Manured,Double Crop 5.6 0.01 34 None 115 None
------------- ---------------------------------------------------------------- .---•--•---------------------------------------------------------------•---------------------------------------------------- --------------------- ------------- ......---
702555 Database Version 4.1 Date Printed: 07-05-2016 STV Page 2 of 2

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
Com 120 bu 150 14.69 80.88
161.76 242.64
Hay 6 ton R.Y.E. 300 29.38 40.44
80.88 121.32
Soybean 40 bu 160 15.67 75.821
151.65 227.47
--
------
-------------------------------- -----------------------------------------------------------------------------------------------------------------------------------
702555 Database Version 4.1
Date Printed: 07-05-2016 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.
Available to Storage t
Source Name I Swine Feeder-Finish Lagoon Liquid Desi n Storage Capacity(pays)
Start Date 9/30 180
Plan Year Month Available Storage Capacity(Days)
1 1 178
1 2 180
1 3 180
1 4 180
1 5 180
1 6 180
1 7 180
1 8 180
1 9 180
1 10 162
1 11 141
1 12 119
2 1 .97
2 2 137
2 3 180
2 4 180
2 5 180
2 6 180
2 7 180
2 8 180
2 9 180
2 10 180
2 11 179
2 12 177
*Available Storage Capacity is calculated as of the end of each month.
-------------------------------------------------------------------------------------------------------------------------------------------------------------------
702555 Database Version 4.1 Date Printed: 07-05-2016 Capacity Page 1 of 1

Required Specifications For Animal Waste Management
I. 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,MRCS 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).
----- ------------ ------------------- _____ _________
702555 Database Version 4.1 Date Printed:7/5/2016 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.
--------------------------------------------------------------------------------------------------------------
702555 Database Version 4.1 Date Printed:7/5/2016 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. H animal production at the facility is to be suspended or terminated,the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However,if animal waste is used on
crops for direct human consumption, it should only be applied pre-plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the Iiquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
--------------------- ------------- - ----------------------------------- -- -- -- - -- -- -- -
___ ___________ _ _________________________________
702555 Database Version 4.1 Date Printed:7/5/2016
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.
----------------------- ---------------------------------------------- ------------- -----------------------------------------------------------------------------
702555 Database Version 4.1 Date Printed:7/5/2016 Specification Page 4

Crop Notes
The following crop note applies to field(s): CP2
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): 24,26, 8, 8A,9, CPI
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 20-30 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.
------------------------------------------ _ _ _ ________
-------------------------------------------------- - -- - - --
702555 Database Version 4.1 Date Printed: 07-05-2016 Crop Note Page ] of 6

The following crop note applies to field(s): 21,22,25
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.
The following crop note applies to field(s):20,23
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.
---------------------------------------------------------------------------------------------------------------------
702555 Database Version 4.1 Date Printed: 07-05-2016 Crop Note Page 2 of 6

The following crop note applies to field(s): 10, 11, 12, 7
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.
The following crop note applies to field(s): CP2
Wheat: Coastal Plain,Mineral Soil, low-leachable
In the Coastal Plain,wheat should be planted from October 20-November 25.Plant 22 seed/drill row foot
at 1-1 1/2" deep 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.Adequate depth control when planting the wheat 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 wheat. Timely
management of diseases, insects and weeds are essential for profitable wheat production.
- - - ------------------------------------- _ _ _ ___________- -------- -- ------------------------------- - -- - - --
702555 Database Version 4.1 Date Printed: 07-05-2016 Crop Note Page 3 of 6

The following crop note applies to field(s): 24,26, 8, 8A,9, CP 1
Wheat: Coastal Plain,Mineral Soil,low-leachable
In the Coastal Plain,wheat should be planted from October 20 November 25.Plant 22 seed/drill row foot
at 1-1 1/2" deep 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.Adequate depth control when planting the wheat 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 301bs/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 wheat. Timely
management of diseases,insects and weeds are essential for profitable wheat production.
The following crop note applies to field(s): 21,22,25
Wheat: Coastal Plain,Mineral Soil,medium leachable
In the Coastal Plain,wheat should be planted from October 20-November 25.Plant 22 seed/drill row foot
at 1-1 1/2" deep 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.Adequate depth control when planting the wheat 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 report 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 wheat.
Timely management of diseases, insects and weeds are essential for profitable wheat production.
The following crop note applies to field(s):20,23
Wheat: Coastal Plain,Mineral Soil,medium leachable
In the Coastal Plain,wheat should be planted from October 20-November 25.Plant 22 seed/drill row foot
at 1-1 1/2" deep 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.Adequate depth control when planting the wheat 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 report 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 wheat.
Timely management of diseases,insects and weeds are essential for profitable wheat production.
______ ----------------------------------------------------------------------
702555 Database Version 4.1 Date Printed: 07-05-2016 Crop Note Page 4 of 6

The following crop note applies to field(s): CP2
Double-Crop Soybeans, Coastal Plain:Mineral Soil, low-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 3 0"rows
and 8-10 seed/row foot for 3 6"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 scybcan production.
The following crop note applies to field(s):24,26, 8, 8A, 9,CP 1
Double-Crop Soybeans, Coastal Plain:Mineral Soil, low-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 3 6"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.
- - - - - ------------------------------------------------------------------------- -- -
702555 Database Version 4.1 Date Printed: 07-05-2016 Crop Note Page 5 of 6
- - ---------------

The following crop note applies to field(s): 21,22,25
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 3 6"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):20,23
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 3 6"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.
- --- --- -- - -------------- -----------------------------------------------------------------------
702555 Database Version 4.1 Date Printed: 07-05-2016 Crop Note Page 6 of 6

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Reiell nke
m MORE RIGHT THAN RAIN
Grower: Phill Moore Date: 12/23/2015
Farm: System Design 1 : 12/23/2015 Field Name: Copy of Copy of Field Layout 1 : Field Area: 71.02 acres
7/1/2015
System Model: E2065 System Length: 999.00 ft Total Irr.Area: 39.82 acres
Number of Spans: 6
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Sy34m Length 999.00 Total Spans: 6 1stl2nd Endgun Throw: 100
Pivot Center Lat/Long: 35 8'30.98"N/77 28'43.92"W
Degree of Sweep: 181.74
Total Irrigated Acres: 39.82 Pivot Acres: 36.34
SAC/SSAC Acres: 1st/2nd Endgun Areas: 3.48
Wrap Span Acres: Drop Span Acres:
17s 177 175 3s: SM is6 ls6 664 E56 820 156 976 999
23
1 1
3 a
. 5 6 Rem q:4M
�9d91
__....... - ...__._._.___..-.
pa ormation __._..._
1 2 _.. .
__.._..__._. _-....._ _. ._.___.__.._.___�...__.__3_-_..._ _._.._4...__._._.... _.. "_...._...
5 6
Model: _.....
E2060 E2060; E2060 E2060; E2060 ---..__........ _!_..____� ___ _---___ ___ E2060 End Boom i
Length: 175'' 175'i 156'
Diet.Twr. i 177.00 ft' 156' 23'
352.00 ft' 508.00 f 664.00 fr 820.00 ft' 976.00 ft
-
Pipe SPze. .._._._...__. __._�._._.6i g;
-__ ---_ ___ _ ..___ _�..- --6 -_----6 _ --- __--
Outlet Sp: 57„; 57"" - - -
57" 57"' S7" 57"
5�� _
_._. _.__....__._ Primary(1st)Endgun Areas by Location_
Degree from North ? Degree from Pivot Start Latetude/Longitude in Degrees f. Area
Acres
`-
{feet) - g--
-
A ;
Area
cres
152.3 77.8 105.2 35 8' 21.48"N
Are 8, 9"W ...._....
_.. .. .. . ._. ,._.._........... _. 77 2 32.8 77 28'37 49"W .15 acres
Area 2 160.8 166.4 i 113.6 35 8'20.81"N 8'2-'49"N _j
1
28'39 25"W
Area 3 , ,_.._.._...... 77 , .
} .24 acres
s 199.0 211.9
151.9 164.7 35 8'20.62"N 35 8'21.61
�,_. . . ,.. .,:.:......... .? _ _,_ 77 28'47 92"W 8'S 62'W i acres
Area 4 9 77 2 0. 0.64
�.._..w, _._.
47.2 j 84.2 360.0 35 8'38 56"N _
37.1 35 8'32.34"N I L _
_.. :_ - ...._ . ._..-.:_.... _ i_........... �.... 77 28 34 44"W 77 28'30.79"W 1.56 acres
_ ._ -

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c.PL.
'kW— . Reinke
MORE RIGHT THAN RAIN
Grower: Phill Moore Date: 05/23/2016
Farm: System Design 1 : 5/23/2016 Field Name: Copy of Field Layout 5 : Field Area: 34.22 acres
2/9/2015
System Model: E2065 System Length: 829.00 ft Total Irr.Area: 24.81 acres
Number of Spans: 4
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OaReinke
MORF RIGHT THAN RAIN Brock Equipment Co.
ELECTR WA'� GATO R11 "m
Irrigation System Purchase Agreement- Phill Moore Pivot 2 5/23/2016
PRICES EFFECTIVE: June 1,2015
Customer Information Dealer Information
Customer:Moore Hog Farm Brock Equipment Co.
Manager: Phill Moore 6550 Deans St.
3256 Middle Rd Bailey,N.C. 27807
Trenton N.C. 28585 Phone: [phone]
FAX: [phone]
Mobile: [phone]
Mailing: 3256 Middle Rd Email:
Trenton N.C. 28585
Email:
Phone: 1
System Information l -
System Type: Center Pivot Model: E2060-G/57"
System GPM: 450.0 GPM System Length: 830'
Elevation 0'
Top of Inlet Pressure: 64.1 PSI System Acres: 23.5 Acres
End Pressure: 60 PSI End Gun Acres: 3.4 Acres
Hours to Apply V: _ 29.3 Hours Total Acres: 26.9 Acres
Span Information
Number: Type Len-th Ext. Spacing Wheel Track Tire Size PSI Loss Snan Cable
1 E2060 194' N 57" 196' 16.9 x 24 1.5 1 OC/#12/1 s
2 E2060 194' N 57" 390' 16.9 x 24 1.3 IOC/#12/Is
3 E2060 194' N 57" 584' 16.9 x 24 0.9 IOC/#12/ls
4 E2060 194' N 57" 778' 16.9 x 24 0.4 1OC/#12/1s
EB E2060 51' N 57" 830' 0
Irrigation System Purchase Agreement
Page 1 of 6
Customer/Owner Name: Moore Hog Farm 5/23/2016

Systom Length 829.00 Total Spans: 4 1stl2nd Endgun Throw: 10a
Pliot Center Lat/Long: 35 8' 13.80"N/77 28' 30.10"W Degree of Sweep: 154.19
Total Irrigated Acres: 24.81 Pivot Acres: 21.23 1st/2nd Endgun Areas: 3.58
SAC/SSAC Acres: Wrap Span Acres: Drop Span Acres:
194 196 194 34D 194 584 194 778 51 829
1 2 3 4 l Remaining:-4.43
.. .1824.57
..... _ ..
_ Span Information
SpanNo., ..'_ .. .._ .2. .3. .:.,.. ..,.._4:.......
Model.-
E2065 E20.__.'.____..._____._.
_...__._.5 End
194' 194' Boom ..
ength: E206�'5a E206�
' 51'•
Dist-Twr. 196.00 t: 390.00 ft 584.00 ft' 778.00 ft
._.__..:.__.�.............. ..._.:._..._._._....._..a._._..._____._.__.._----•--.._._._.._._.
Pipe Size: 6_5/8 6_5/8 6_5/8: 6_5/8 N/A ,
Outlet Sp: 57 57' 57' 57- 57"
... ..._ - -... _._.,._..._._... _ .. . . ...... ......-- - _ .._......
Primary(1st) Endgun Areas by Location
Twin Max
` - t Start Latitude/Longitude in Degrees i Area
(feet) F Dee from North Degree Pivot_ � Acres
9 i. 9 _._
-
Area 1 67.6 89.4 ` 19.2 41.0 35 8'17 52'N s 35 8'14.13'N 0.77 acres
F 77 28'19.87"W 77 28'18.93"W
Area 2 99.1 123.1 50.6 74.6 35 8'12.58"N 35 8'8.98"N 0.85 acres
77 28'19.02"W 77 28'20.58"W
Area 3 132.2 188.0 83.8 139.5 35 8'7 81'N 35 8'4.68 N 1.96 acres
i 77 28'21.63"W 77 28'31.38"W ;
.............._. . .. _

7 , Z,11�2_4-e_ 1 ,�
Operate�r:MOORE BROS , County: JONES Date: ?04/14%93
Distance to nearest residence (other -than owner) : 1500 .0 feet.
1 - AVERAGE LIVE WEIGHT (ALW)
0 sows ( farrow to finish) x 1.417 lbs. = 0 lbs
0 sows ( farrow to feeder) x 522 lbs . = 0 lbs
7200 head ( finishing only) Y. 135 lbs . = 972000 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 = 972000 lbs
:'. . MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Vo.lume = 972000 lbs . ALW x Treatment. Volume(CF)/lb. ALW
Treatment Vo.).ume(CF)/1li. ALW = 1 CF/l.b. ALW
Volume = 9 7 2000 cubic feet.
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volmie = 0 . 0 cubic feet.-No.Ue v�o��e1 q,�ow�-.arc U�f
TOTAL DESIGNED VOLUME -Nort - �«�.�yv k. d,•ne•�s•n%�r a s�� fo F�•/•�•{r
CIO*I {-o acAvp/ S w� ce a.��R a u d s•}ora-�e �
tJ0�um .
Inside top length (feet.) ------- ------------- 1:190 . 0
Inside top width ( feet) ----- -------------------- 1.75 . 5
Top of dike elevation ( f_eet) ---- --- ------- - 56 . 0
ROtt0n, of lagoon elevation ( feFt=-) ----- -- ---- 46 , 0
Freeboard (feet.) ------ -------------------------- 1 . 0
Side. slopes ( inside lagoon) - - -- ------------ 3 . 0 1
To(-..al design volume i.is.i-ng prismoi.dal formula
/EI,TD1. SS/E1JD2 :.S/S'r.1DE1 /SIDE2 LENt_TH WIDTH DEPTH
3 . 0 3 . n 3 . 0 3 . 0 1184 . 0 169 . 5 9 . 0
AREA OF TOP
LENGTH * WIDTH =
1184 . 0 169 . 5 200688 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
1130 .0 115 . 5 130515 (AREA OF -BOTTOM)
AREA OF MIDSECTION
LENGTH WIDTH * 4
1157 .0 142 . 5 659490 (AREA OF MIDSECTION 4)
CU. FT. - [AREA TOT? + ( 4rAREA MIDSECTION) + AREA BOTTOM] DEPTH/6
200688 . 0 659490 . 0 1.3051-5 . 0 1 . 5
Total Designed Volume Available = 1486040 CU. FT.

5 . TEMPORARY STORAGE REQUIRED
DRAINAGE AREA :
Lagoon (top of dike)
Length * Width =
1190 . 0 175 . 5 208845 .0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 208845 . 0 square feet
Design temporary storage period to be 180 days.
`-A. Volume of waste produced
Feces & urine production in gal . /day per 135 lb. ALW 1. 37
Volume = 972.000 lbs . A.LW/1.35 lbs . ALW * 1 . 37 gal/day 180 days
Volume = 1775520 gals. or 237369 . 0 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 s stora e/7 . 48
g gallons
Volume = 0 . 0 cubic feet_
per CF
SC. 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 = 121826 . 3 cubic feet

0. Volume of 25 year - 24 hour storm
Volume = 7 . 5 inches / 12 inches per foot W DA
Volume = 130528 . 1 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A . 237369 cubic feet
5B. 0 cubic feet
5C. 121826 cubic feet
5D. 130528 cubic feet
TOTAL 489723 cubic feet
5 . SUMMARY
Temporary storage period=====_______________> 180 days
Rainfall in excess of evaporation=====______> 7 . 0 inches
25 year - 24 hour rainfall__________________> 7 . 5 inches
1 . 0 feet
Side slopes=====____________________________> 3 .0 : 1
Inside top length___________________________> 1190 .0 feet
Inside top width____________________________> .175 . 5 feet
Top of dike elevation_______________________> 56 .0 feet
Bottom of lagoon elevation=====_____________> 46 .0 feet
Total required volume_______________________> 1461723 cu. ft.
Actual design volume=====___________________> 1486040 cu. ft.
Seasonal high watertable elevation (SHWT)===> 50 .0 feet
Stop pumping elev. __________________________> 52 . 3 feet
Must be > or = to the SHWT elev. ====______> 50 .0 feet
Must be > or = to min. req. treatment el .=> 52 .0 feet
Required minimum treatment volume=====______> 972000 cu. ft.
Volume at stop pumping elevation=====_______> 973547 cu. ft.
Start pumping elev. _________________________> 54 . 3 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr. - 24 hr. rainfall==> 1355511 cu. ft.
Volume at start pumping elevation=====______> 1347543 cu. ft.
Required volume to be pumped=====___________> 359195 cu. ft.
Actual volume planned to be pumped=====_____> 373997 cu. ft.
Min. thickness of soil liner when required==> 1 . 5 fe
i . DESIGNED BY: APPROVED BY:
DATE: �f DATE: �•_.
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:�j/�,���e..ce o F e4-/, / /�-so�,•�r�=m�srxee/O,•�1�r
";gulf el"- A p7uvicspa/ _

° OPERATION AND MAINTENANCE PLAN SHEET 1 OF 2
------------------------------
This lagoon is designed for waste treatment (permanent storage) with
min. odor control . The time required for the planned fluid level to be
reached(permanent- + temporary storage ) may vary due to soil conditions ,
flushing operations , and the amount of fresh water added to the system.
The designed 180 days temporary storage is an estimated volume
based on: 1 ) waste from animals; 2) excess rainfall after evaporation ;
and 3 ) the largest 24 hour (one day) rainfall that occurs on the
average of once every 25 years . The volume of waste generated from
a given number of animals will be fairly constant throughout the year
and from year to year. This estimate is based on 7 . 0 in . of excess
rainfall which is equal to or exceeds the highest 180 days excess in
a year. The average annual excess rainfall is approximately 8 inches.
Therefore , an average of 8 inches of excess rainfall will need to be
pumped each year. The 25 year rainfall will not be a factor to consider
in an annual pumping cycle, but this storage volume must always be
available . A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of Pipe( s ) from
building( s ) . If the outlet 'pipe is not installed on the elevation to
begin pumping, a permanent marker must be installed on this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain minimum treatment depth ( 6 feet) .
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils , crop, and equipment in order to apply waste without
runoff or leaching .
Land application of waste water is recognized as an acceptable
method of disposal . Methods of application include solid set,
center pivot, guns , and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops .
The following items are to be carried out:
1 . It is strongly recommended that the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors . Solids should be
covered with effluent at all times . When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2 . The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste ( see attachment)
before land application.
3 . Begin temporary storage pump-out of the lagoon when fluid level
reaches the elevation 54. 3 as marked by permanent marker. Stop pump-
out when the fluid level reaches elevation 52 . 3 . This temporary
storage , Less 25 yr- 24 hr storm, contains 359195 cubic feet or
2686780 gallons .

SHEET 2 OF 2
4 . The recommended maximum amount to apply per irrigation is
one ( 1 ) inch and the recommended maximum application rate is 0. 3
inch per hour. Refer to the waste utilization plan for further details .
5 . Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6 . Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7 . All surface runoff is to be diverted from the lagoon to stable
outlets .
B . Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams . Waste will
not. be applied in open ditches . Do not pump within 200 feet of a
residence or within 100 feet of a well . Waste shall be applied in a
manner not to reach other property and public right-of-ways .
9 . The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States . The Department of
Environment., Health, and Natural Resources , Division of Environ-
mental Management, has the responsibility for enforcing this law.

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION:
-----------------------
The foundation area shall be cleared of trees , logs , stumps , roots ,
blush, boulders , sod and rubbish. Satisfactory disposition will be
made of all debris . The topsoil is to be stripped and stockpiled for
use on the dike and pad areas . After stripping, the foundation area
shall be thoroughly loosened and compacted.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conform to the lines ,
grades , and elevations shown on the plans. Earthfill material shall
be free of detrimental amounts of sod, roots , frozen soil , stones over
6 inches in diameter, and other objectionable material . To the extent
they are suitable , excavated materials can be used as fill . The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL, REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations . Construction of fill heights shall include 10 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of -the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike .
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER:
When areas of unsuitable material are encountered, they will be over-
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be barkfilled
as specified to grade with a SCS approved material (ie - CL, SC,CH) .
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.

SHEET 2 OF 2
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Wea_ght of the liner. material . When smooth or hard, the previous lift.
shall be scarified and moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process . For most clay soils , a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
Alternatives to soil liners are syrithetic. Liners and bentonite sealant.
When these are specified, additional_ construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
d'41�
A cutoff trench shall be constructed Dunder the embankment area when
shown on a typical. cross section in the plans . The final depth of the
cutoff trench shall be determined by observation of the foundation
materials .
VEGETATION:
-- ----------
All exposed embankment and ether bare constructed areas shall be seeded
to the planned -type of vegetation as soon as possible after construc-
tion according to the seeding specifications . Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding . Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates .