520015_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 Perunittee.
1. Fann Number: 52-0015 Certificate Of Coverage Number: AWS520015
2. Facility Name: Rick Tyndall Farm
3. Landowner's Name(same as on the Waste Management Plan): Richard Carl Tyndall
4. Landowner's Mailing Address: 326 Ralph Banks Rd
City: Trenton State: NC Zip: 28585
Telephone Number: 910-330-5777 Ext. E-mail: mickysmith342na yahoo.com
5. Facility's Physical Address: 729 Old Comfort Hwy
City: Trenton State: NC Zip: 28585
6. County where Facility is located: Jones
7. Fann Manager's Name(if different from Landowner): Robert L Cox
g. Farm Manager's telephone number(include area code): 252-286-4242 Ext.
9. hntegrator's Name(if there is not an Integrator,write"None"): J C Howard Farms
10. Operator Name(OIC): tr tt is ,' Phone No.: -944-62q-+9*6- OIC#: -14042.64-
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 3,520
Operation Types:
Swine Cattle Dry Poultry Other Tvpes
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 Shcep-Sheep
Fecder to Finish Dry Cow Turkeys Shcep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area 'Redline"
Name Built Unknown) (Cubic Feet) (Square Feet) (Inches)
1 87,120.00 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 143-215.1OC(d)to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example:irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
li. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g.composting,digesters,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: 2019PermitRenewaloncdenr.gov

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation,signature should be by a principal executive officer of the corporation):
Name: t`'G h 7Y A J— Title: �u✓n�✓
Signature:
v
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO T14E.FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
E-mail:[e-mail]
FORM: RENEWAL-STATE GENERAL 02/2019

r
RaYcaaPER
MICHAEL S.REGAN
S€er�Yi�'ri .x rs+
LINDA CULPEPPER NORT14 CAROLINA
Director Environmental Quality
February 27,2019
Richard Carl Tyndall
Rick Tyndall Farm
Po v,;�x 1f T'>
5 13-'c1,ia..ds All �_t T
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Pernnittee:
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 littps:Hdeq.nc.gov/about/divisions/water-resources/water-quality-regional-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 order to assure vour continued coverage under the State Non-Discharge General Permits you must submit an application for
permit coverage to the Division. Enclosed you 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 by April 3, 2019,
Please note that you must include one (1) copv of the Certified Animal Waste Management Plan (CAWMP) with the
completed and signed application form. A list of items included in the CAWMP can be found on 1age 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-AWS520015
J C Howard Fauns
,,t N rt� ry�J
� 12'N S b�,n 11c3_ Pe'a �_a..._v_. �_r� �ia

System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates change
over time as equipment gets older and components wear. In particular, pump wear
tends to reduce operating pressure and flow. With continued use, nozzle wear results in
an increase in the nozzle opening which will increase the discharge rate while
decreasing the wetted diameter.
You should be aware that operating the system differently than assumed in the design
will alter the application rate, diameter of coverage, and subsequently the application
uniformity. For example, operating the system with excessive pressure results in smaller
droplets, greater potential for drift, and accelerates wear of the sprinkler nozzle.
Clogging of nozzles can result in pressure increase. Plugged intakes or crystallization of
mainlines will reduce operating pressure. Operating below design pressure greatly
reduces the coverage diameter and application uniformity.
For the above reason, you should calibrate your equipment on a regular basis to ensure
proper application rates and uniformity. Calibration at least once every three years is
recommended. Calibration involves collecting and measuring flow at several locations in
the application area. Any number of containers can be used to collect flow and
determine the application rate. Rain gauges work best because they already have a
graduated scale from which to read the application amount without having to perform
additional calculations. However, pans, plastic buckets, jars, or anything with a uniform
opening and cross-section can be used provided the liquid collected can be easily
transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly throughout
the application area at several distances from sprinklers. For traveling guns, sprinklers
should be located along a transect perpendicular to the direction of pull. Set out
collection containers 25 feet apart along the transect on both sides of the gun cart. You
should compute the average application rate for all nonuniformity of the application. On
a windless day, variation between containers of more than 30 percent is cause for
concern. You should contact your irrigation dealer or technical specialist for assistance.
'Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual
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, the owner is responsible for obtaining and
implementing a closure plan to eliminate the possibility of a pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:
5

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

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

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) � '� �—�
EMERGENCY MANAGEMENT SERVICES (EMS)
SOIL AND WATER CONSERVATION DISTRICT (SWCD) 4¢ 31
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) wqq9--:75%
COOPERATIVE EXTENSION SERVICE (CES) ' - ;-- ga t
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: 1Q— I A2
6. Contact the technical specialist who certified they lagoon (NRCS, Consulting Engineer, etc.)
a. Name: M,-7qC 1.%L
b. Phone: - W17
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

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 (V)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:EBAE128-88NCSU-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.
f�
(Landown Signature)
13

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: l
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: Ole
I �..
b. Phone: 5 , 6,
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.
(Lando6ner 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
]I.

Version—November26,2018
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
D 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 bottorn of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
l� u Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
l� u 13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
(�) A composting system approved and permitted by the NC Department of Agriculture&
Con-sumer Services Veterinary Division (attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
I� (��'� In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
7J F1 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).
DMass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions(refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency,the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm Owner/Manager Date
i ature 0 T hnical Specialist Date

USDA United StatDepartmentes
Agriculture °f Jones County, North Carolina Farm 270
n
Tract 609
2019 Program Year
CLU Acres HEL Crop
1 12.52 1 NHEL
2 2.47 NHEL
ry r 3 0.48 NHEL Noncro land
4 1.6 UHEL Noncropland
Page Cropland Total: 14.99 acres
VP
l
p aka
t �� r ibis 3asi
3. e
y�3 llei K '�' �s.Yfr
�Si d
r �,s
ld 3 t
�y.
Map Created November 01,2018
Base Image Layer flown in 2016
i Common Land Unit
Cropland
Non-Cropland
� Tract Boundary
Wetland Determination identifiers
x
Restricted Use
V Limited Restrictions
Exempt from Conservation
` Compliance Provisions
USDA FSA maps are for FSA Program adminisVation only. This map does not represent a legal surveyor reflect actual ownership;rather it depicts the information provided directly fromthe producer and/or the NAIP imagery. The producer
accepts the data'as is'and assumes all risks associated with its use. The USDA Farm Service Agency assumes no responsibility for actual or consequential damage Incurred as a result of any user's reliance on this data outside FSA Programs.
Wetland identifiers do not represent the size,shape,or specific determination of the area. Refer to your original determination(CPA-026 and attached maps)for exact boundaries and determinations or contact NRCS.

USDA United States
Department of Farm 317
_ Agriculture Jones County, North Carolina
. , s Tract 611
2019 Program Year
e
t 4 CCU Acres HEIL Crop
1 3.24 HEL __._..._
2 7.27 HEL
z tiz 3 2.78 HEL
4 7.87 HEL
5 21.51 HEL
�t.
6 4.87 NHEL
7 1.71 HEL
8 2.78 HEL
9 4.32 HEL
10 1.38 HEL
�k 3
12 150.58 HEL I Noncro land
13 5.12 NHEL Noncropland
•s '`Y f 20 1.69 HEL Noncro land
Page Cropland Total. 57.73 acres
n
4 b`
Map Created November 01,2018
Base Image Layer flown in 2016
Common Land Unit
4 Cropland
Non-Cropland
Tract Boundary
Wetland Determination Identifiers
Restricted Use
7 fs` 0 Limited Restrictions
�a Exempt from Conservation
Compliance Provisions
USDA FSA maps are for FSA Program administration only. This map does not represent a legal survey or reflect actual ownership;rather it depicts the information provided directly from the producer and/or the NAIP imagery. The producer
accepts the data'as Wand assumes all risks associated with its use. The USDA Farm Service Agency assumes no responsibility for actual or consequential damage incurred as a result of any user's reliance on this data outside FSA Programs.
Wetland identifiers do not represent the size,shape,or specific determination of the area. Refer to your original determination(CPA-026 and attached maps)for exact boundaries and determinations or contact NRCS.

Nutrient Management Plan For Animal Waste Utilization
_--03--22-2012 -_----
�WUS� oo �S
This plan has been prepared for: This plan has been developed by:
Rick Tyndall Farm Keith Metts
Richard C. Tyndall IV ,Tones SWCD
3450 Woodford Circle, P. 0. BOX 40
Apt.-09
Fayetteville, NC 28314 Trenton, NC 28585
252-474-4450 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.
Signature(owner) Date
/"7�z --3 -
�3
Signature(manage 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 By: � \�\\��v� —3 ��--
Technical Specialist Signature Date
-----------------------------------------------------------------------------------------------------------------------------------------------------------------
393455 Database Version 3.1 Date Printed: 03-22-2012 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 3,263,040 gals/year by a 3,520
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 7515
Incorporated 12907
Injected 14214
Irrigated 8169
Max. Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs) * Applied(lbs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 8,169 12604 -4,435 5,034,416 -1,771,376
Year 2 8,169 13271 -5,102 5,301,131 -2,038,091
---------------------------------------------------------------------------------------------------
-------------------------------------------------------------
-
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.
393455 Database Version 3.1 Date Printed: 03-22-2012 Source Page Page 1 of 1

Narrative
-----------------------------------------------------------------------------------------------------------------------------------------------------------------
393455 Database Version 3.1 Date Printed: 03-22-2012 Narrative Page 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 P205
Acres Removal Applied
Tract Field Acres Rating LI Soil Series Crop Sequence RYE (lbs/acre) (lbs/acre)
609 10 4.04 3.03 Low 2.0 Goldsboro Small Grain Overseed 1.0 Tons 15 N/A
Hybrid Bermudagrass Hay 6.5 Tonsl 80 N/A
609 11 4.37 3.27 Low 1.0 Rains Small Grain Overseed 1.0 Tons 15 N/A
Hybrid Bermudagrass Hay 4.5 Tons 55 N/A
609 9 4.37 3.27 Low 2.0 Goldsboro Small Grain Overseed 1.0 Tons 15 N/A
Hybrid Bermudagrass Hay 6.5 Tons 80 N/A
611 12 3.50 3.50 Low 2.0 Onslow Com,Grain 115 bu. 51 N/A
Wheat,Grain 55 bu. 28 N/A
Soybeans,Manured,Double Crop 34 bu. 27 N/A
611 IA 1.90 1.90 Low 2.0 Goldsboro Com,Grain 130 bu. 57 N/A
Wheat,Grain 65 bu. 33 N/A
Soybeans,Manured,Double Crop 38 bu. 30 N/A
611 1B 1.77 1.77 Low 1.0 Pantego Co.,Grain 135 bu. 59 N/A
Wheat,Grain 60 bu. 30 N/A
Soybeans,Manured,Double Crop 42 bu. 34 N/A
611 2 2.99 2.99 Low 2.0 Goldsboro Com,Grain 130 bu. 57 N/A
Wheat,Grain 65 bu. 33 N/A
Soybeans,Manured,Double Crop 38 bu. 30 N/A
611 2A 2.35 2.35 Low 1.0 Pantego Corn,Grain 135 bu. 59 N/A
Wheat,Grain 60 bu. 30 N/A
Soybeans,Manured,Double Crop 42 bu. 34 N/A
611 2B 1.18 1.18 Low 2.0 Goldsboro Com,Grain 130 bu. 57 N/A
Wheat,Grain 65 bu. 33 N/A
Soybeans,Manured,Double Crop 38 bu. 30 N/A
611 3A 4.34 4.34 Low 1.0 Pantego Com,Grain 135 bu. 59 IN/A
Wheat,Grain 60 bu. 30
Soybeans,Manured,Double Crop 42 bu. 34
393455 Database Version 3.1 Date Printed 3/22/2012
PCS Page Page I of 3
NOTE: Symbol*means user entered data.

LI Potential Leaching Technical Guidance
<2 Low potential to contribute to soluble None
nutrient leaching below the root zone.
__ Moderate-potential-to-contribute-to-soluble—Nutrient-Management-(590)should be planned.- ----- ----- --- -- ------- — -
> 2& nutrient leaching below the root zone.
<= 10
High potential to contribute to soluble Nutrient Management(590)should be planned. Other conservation practices that improve the soils
nutrient leaching below the root zone. available water holding capacity and improve nutrient use efficiency should be considered. Examples
> 10 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).
PLAT Index Rating P Management Recommendation
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
393455 Database Version 3.1 Date Printed 3/22/2012
PCS Page Page 3 of 3
NOTE: Symbol*means user entered data.

I
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. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient NutrientA pplied Applied Applied Applied
Req'd 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
609 10 S7 Goldsboro 4.04 3.03 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 60.52 0.00
609 10 S7 Goldsboro 4.04 3.03 Hybrid Bermudagrass Hay 6.5 Tons 3/1-9/30 *325 0 0 Irrig. 325 129.82 0.00 393.35 0.00
609 11 S7 Rains 4.37 3.27 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 1 0 Irrig. 50 19.97 0.00 65.31 0.00
609 11 S7 Rains 4.37 3.27 Hybrid Bermudagrass Hay 4.5 Tons 3/1-9/30 *225 0 0 brig. 225 89.87 0.00 293.89 0.00
609 9 S7 Goldsboro 4.37 3.27 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 19.47 0.00 ! 65.31 0.00
609 9 S7 Goldsboro 4.37 3.27 Hybrid Bermudagrass Hay 6.5 Tons 3/1-9/30 *325 0 0 Irrig. 325 129.82 0.00 424.51 0.00
611 12 S7 Onslow 3.50 3.50 Com,Grain 115 bu. 2/15-6/30 *144 0 20 Irrig. 124 49.53 0.00 173.361 0.00
611 12 S7 Onslow 3.50 3.50 Wheat,Grain 55 bu. 9/14/30 *132 0 0 brig. 66 26.36 0.00 ! 92.27 0.00
611 IA S7 Goldsboro 1.90 1.90 Corn,Grain 130 bu. 2/15-6/30 *162 0 20 Irrig. 142 56.72 0.00 107.77 0.00
611 IA S7 Goldsboro 1.90 1.90 Wheat,Grain 65 bu. 9/1-4/30 *156 0 0 Irrig. 1 78 31.16 0.00 59.20 0.00
611 1B S7 Pantego 1.77 1.77 Com,Grain 135 bu. 2/15-6/30 *169 0 20 Irrig. 149 59.52 0.00 105.351 0.00
611 1B S7 Pantego 1.77 1.77 Wheat,Grain 60 bu. 9/1-4/30 *144 0 0 Irrig. 72 28.76 0.00 50.91 0.00
611 2 S7 Goldsboro 2.99 2.99 Corn,Grain 130 bu. 2/15-6/30 *162 0 20 Irrig. 142 56.72 0,00 169.60 0.00
611 2 S7 Goldsboro 2.99 2.99 Wheat,Grain 65 bu. 9/1-4/30 *156 0 0 Irrig. 78 31.16 0.00 93.16 0.00
611 2A S7 Pantego 2.35 2.35 Cont,Grain 135 bu. 2/15-6/30 *169 0 20 Irrig. 149 59.52 0.00 139.86 0.00
611 2A S7 Pantego 2.35 2.35 Wheat,Grain 60 bu. 9/1-4/30 *144 0 IT, 72 28.76 0.00 67.59 0.00
393455 Database Version 3.1 Date Printed: 3/22/2012 WUT Page Page 1 of 5

Waste Utilization Table Year 1
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient I trientA pplied Applied Applied Applied
Req'd 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
611 2B S7 Goldsboro 1,18 1.18 Com,Grain 130 bu. 2/15-6/30 *162 0 20 Irrig. 142 56.72 0.00 ! 66.93 0.00
611 2B S7 Goldsboro 1.18 1.18 Wheat Grain 65 bu. 9/1-4/30 *156 0 0 brig. 78 31.16 0.00 36.76 0.00
611 3A S7 Pantego 4.34 4.34 Com,Grain 135 bu. 2/15-6/30 *169 0 20 Irrig. 149 59.52 0.00 258.30 0.00
611 3A S7 Pantego 4.34 4.34 Wheat,Grain 60 bu. 9/1-4/30 *144 0 0 brig. 72 28.76 0.00 I 124.82 0.00
611 3B S7 Pantego 2.78 2.78 Com,Grain 135 bu. 2/15-6/30 *169 0 20 brig. 149 59.52 0.00 165.46 0.00
611 3B S7 Pantego 2.78 2.78 Wheat,Grain 60 bu. 9/1-4/30 *144 0 0 Irrig. 72 28.76 0.00 79.95 0.00
611 4A S7 Pantego 2.35 2.35 Corn,Grain 135 bu. 2/15-6/30 *169 0 20 Irrig. 149 59.52 0.00 ! 139.86 0.00
611 4A S7 Pantego 2.35 235 Wheat,Grain 60 bu. 9/1-4/30 *144 0 0 Irrig. 72 28.76 0.00 67.59 0.00
611 4B S7 Goldsboro 0.69 0.69 Com,Grain 130 bu. 2/15-6/30 *162 0 20 Irrig. 142 56.72 0.00 39.14 0.00
611 4B S7 Goldsboro 0.69 0.69 Wheat,Grain 65 bu. 9/1-4/30 *156 0 0 Irrig. 78 31.16 0.00 1 21.50 0.00
611 5 S7 Pantego 6.11 6.11 Com,Grain 135 bu. 2/15-6/30 *169 0 20 brig. 149 59.52 0.00 ! 363.65 0.00
611 5 S7 Pantego 6.11 6.11 Wheat,Grain 60 bu. 9/1-4/30 *144 0 0 Irrig, 72 28.76 0.00 1 175.72 0.00
611 6 S7 Onslow 5.41 5.41 Com,Grain 115 bu. 2/15-6/30 *144 0 20 Irrig. 124 49.53 0.00 267.96 0.00
611 6 S7 Onslow 5.41 5.41 Wheat,Grain 55 bu. 9/1-4/30 *132 0 0 Irrig. 66 26.36 0.00 142.62 0.00
611 7 S7 Pantego 4.10 4.10 Corn,Grain 135 bu. 2/15-6/30 *169 0 20 Irrig. 149 59.52 0.00 'I, 244:02 0.00
611 7 S7 Pantego 4.10 4.10 Wheat,Grain 60 bu. 9/1-4/30 *144 0 0 Irrig. 72 28.76 0.00 117.92 0.00
611 8 S7 Goldsboro 4.10 4.10 Com,Grain 130 bu. 2/15-6/30 *162 0 20 Irrig, 142 56.72 0.00 232,56 0.00
611 8 S7 Goldsboro 4.10 4,10 Wheat,Grain 65 bu. 9/1 4/30 *156 0 0 Irrig. 78 31.16 0.00 127.74 0.00
393455 Database Version 3.1 Date Printed:3/22/2012 WUT Page Page 2 of 5

Waste Utilization Table Year 1
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fed. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient NutrientA pplied Applied Applied Applied
Req'd Applied pplied (acre) (acre) 1 (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 j1000 gals tons
. -
Total Applied,1000 gallons 5,034.42 r
Total Produced,1000 gallons 3,263.04 '
Balance,1000 gallons 1,771.38
Total Applied,tons 0.00
Total Produced,tons ' b 0.00
Balance,tons° 0.00
Jj
Notes: 1. In the tract column,--symbol means leased,otherwise,owned. 2. Symbol*means user entered data.
393455 Database Version 3.1 Date Printed: 3/22/2012 WUT Page Page 3 of 5

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) (lbs/A) (lbs/A)
i
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
609 10 S7 Goldsboro 4.04 3.03 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 60.52 0.00
609 10 S7 Goldsboro 4.04 3.03 Hybrid Bermudagrass Hay 6.5 Tons 3/1-9/30 *325 0 0 Irrig. 325 129.82 0.00 393.35 0.00
609 11 S7 Rains 4.37 3.27 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 19.97 0.00 65.31 0.00
609 11 S7 Rains 4.37 3.27 Hybrid Bermudagrass Hay 4.5 Tons 3/1-9/30 *225 0 0 brig. 225 89.87 0.00 293.89 0.00
609 9 S7 Goldsboro 4.37 3.27 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 65.31 0.00
609 9 S7 Goldsboro 4.37 3.27 Hybrid Bermudagrass Hay 6.5 Tons 3/1-9/30 *325 0 0 brig. 325 129.82 0.00 424.51 0.00
611 12 S7 Onslow 3.50 3.50 Wheat,Grain 55 bu. 9/14/30 *132 0 0 brig. 66 26.36 0.00 j 92.27 0.00
611 12 S7 Onslow 3.50 3.50 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 *136 0 0 Irrig. 136 54.32 0.00 190.13 0.00
611 IA S7 Goldsboro 1.90 1.90 Wheat,Grain 65 bu. 9/1-4/30 *156 0 0 Irrig. 78 31.16 0.00 59.20 0.00
611 IA S7 Goldsboro 1.90 1.90 Soybeans,Manured,Double Crop 38 bu. 4!1 9/15 1 *152 0 0 brig. 152 60.72 0.00 115.36 0.00
611 1B S7 Pantego 1.77 1.77 Wheat,Grain 60 bu. 9/1-4/30 *144 0 0 Irrig. 72 28.76 0.00 50.91 0.00
611 IB S7 Pantego 1.77 1.77 Soybeans,Manured,Double Crop 42 bu. 4/1-9/15 *168 0 0 Irrig. 168 67.11 0.00 118.78 0.00
611 2 S7 Goldsboro 2.99 2.99 Wheat,Grain 65 bu. 9/1-4/30 *156 0 0 brig. 78 31.16 0.00 93.16 0.00
611 2 S7 Goldsboro 2.99 2.99 Soybeans,Manured,Double Crop 38 bu. 4/1-9/15 *152 0 0 Irrig. 152 60.72 0.00 181.54 0.00
611 2A S7 Pantego 2.35 2.35 Wheat,Grain 60 bu. 9/1-4/30 *144 0 0 Irrig. 72 28.761 0.00 67.59 0.00
611 2A S7 Pantego 2.35 2.35 Soybeans,Manured,Double Crop 42 bu. 4/1-9/15 *168 0 0 brig. 168 67.11 0.00 157.70 0.00
611 2B S7 Goldsboro 1.18 1.18 Wheat,Grain 65 bu. 9/1-4/30 *156 0 0 Irrig. 78 31.16 0.00 36.76 0.00
611 2B S7 Goldsboro 1.18 1.18 Soybeans,Manured,Double Crop 38 bu. 4/1-9/15 *152 0 0 Irrig. 152 60.72 0.00 71.64 0.00
611 3A S7 Pantego 4.34 4.34 Wheat,Grain 60 bu. 9/1-4/30 *144 0 0 brig. 72 28.76 0.00 124.82 0.00
611 3A S7 Pantego 4.34 4.34 Soybeans,Manured,Double Crop 42 bu. 4/1-9/15 *168 0 0 Irrig. 168 67.11 0.00 291.24 0.00
611 3B S7 Pantego 2.78 2.78 Wheat,Grain 60 bu. 9/14/30 *144 0 0 brig. 72 28.76 0.00 79.95 0.00
IL I611 3B S7 Pantego 2.78 2.78 Soybeans,Manured,Double Crop 42 bu. 4/1-9/15 *168 0 0 brig. 168 67.11 0.001 186:56 0.00
393455 Database Version 3.1 Date Printed: 3/22/2012 WUT Page Page 4 of 5

Waste Utilization Table Year 2
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient NutrientA pplied Applied i Applied Applied
Req'd 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
611 4A S7 Pantego 2.35 2.35 Wheat,Grain 60 bu. 9/1-4/30 *144 0 0 Irrig. 72 28.76 0,00; 67.59 0.00
611 4A S7 Pantego 2.35 2.35 Soybeans,Manured,Double Crop 42 bu. 4/1-9/15 *168 0 0 brig. 168 67.11 0.00 157.70 0.00
611 4B S7 Goldsboro 0.69 0.69 Wheat,Grain 65 bu. 9/1-4/30 1 *156 0 0 Irrig. 78 31.16 0.00 j 21.50 0.00
611 413 S7 Goldsboro 0.69 0.69 Soybeans,Manured,Double Crop 38 bu. 4/1-9/15 *152 0 0 Irrig. 152 60.72 0.00 41.89 0.00
611 5 S7 Pantego 6.11 6.11 Wheat,Grain 60 bu. 9/1-4/30 *144 0 0 brig. 72 28.76 0.00 I; 175.72 0.00
611 5 S7 Pantego 6.11 6.11 Soybeans,Manured,Double Crop 42 bu. 4/1-9/15 *168 0 0 Irrig. 168 67.11 0.00 410.02 0.00
611 6 S7 Onslow 5.41 5.41 Wheat,Grain 55 bu. 9/1-4/30 *132 0 0 Irrig. 66 26.36 0.00 142.62 0.00
611 6 S7 Onslow 5.41 5.41 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 *136 0 0 brig. 136 54.32 0.00 293.89 0.00
611 7 S7 Pantego 4.10 4.10 Wheat,Grain 60 bu. 9/14/30 *144 0 0 Irrig. 72 28.76 0.00 117.92 0.00
611 7 S7 Pantego 4.10 4.10 Soybeans,Manured,Double Crop 42 bu. 4/1-9/15 *168 0 0 brig. 168 67.111 0.00 275.14 0.00
611 8 S7 Goldsboro 4.10 4.10 Wheat,Grain 65 bu. 9/1-4/30 *156 0 0 Irrig. 78 31.16 0.00 127,74 0.00
611 8 S7 Goldsboro 4.10 4.10 Soybeans,Manured,Double Crop 38 bu. 4/1-9/15 *152 0 0 Irrig. 152 60.72 0.00 248.93 0.00
Total Applied,1000 gallons 5,301 13
Total Produced,1000 gallons 31263.04
Balance,1000 gallons j-2,038.09
Total Applied,tons 0.00
Total Produced,tons q a: 0.00
Balance,tons t- 0.00
Notes: 1. In the tract column,-symbol means leased,otherwise,owned. 2. Symbol*means user entered data.
393455 Database Version 3.1 Date Printed: 3/22/2012 WUT Page Page 5 of 5

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)
609 10 Goldsboro 0.50 1.0
609 11 Rains 0.40 1.0
609 9 Goldsboro 0.50 1.0
611 12 Onslow 0.50 1.0
611 IA Goldsboro 0.50 1.0
611 113 Pantego 0.45 1.0
611 2 Goldsboro 0.50 1.0
611 2A Pantego 0.45 1.0
611 2B Goldsboro 0.50 1.0
611 3A Pantego 0.45 1.0
611 3B Pantego 0.45 1.0
611 4A Pantego 0.45 1.0
611 4B Goldsboro 0.50 1.0
611 5 Pantego 0.45 1.0
611 6 Onslow 0.50 1.0
611 7 Pantego 0.45 1.0
611 8 Goldsboro 0.50 1.0
393455 Database Version 3.1 Date Printed 3/22/2012 IAF Page Page 1 of 1

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 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
(Ibs/A) (lbs/A) (Ibs/A) (lbs/A) (lbs/A) (Ibs/A) (Ibs/A) (tons/A)
Tract Field 609 10 Req'd Nutrients 50 0 0 0 0 0 0 0
Acres App.Period 3.03 10/1 3/31 Supplied By:
CROP Small Grain Overseed Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Goldsboro Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 1.0 Tons 07-07-05 Manure 50 27 68 6 0 1 0 0
P Removal Rating 15 lbs/ac. Low BALANCE 0 27 68 6 0 1 0 0
Tract Field 609 11 Req'd Nutrients 50 0 0 0 0 0 0 0
Acres APP Period 3.27 10/1-3/31 Supplied BY
CROP Small Grain Overseed Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Rains Residual 0 0 0 0 0 0 0 0
RYE Sample Date 1.0 Tons 07-07-05 Manure 50 27 68 6 0 1 0 0
P Removal Rating 15 Ibs/ac. Low BALANCE 0 27 68 6 0 1 0 0
Tract Field 609 9 Req'd Nutrients 50 0 0 0 0 0 0 0
g }
Acres App.Period 3.27 10/1-3/31 Supplied By: hx f
21
CROP Small Grain Overseed Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Goldsboro Residual 0 0 0 0 0 0 0 0
RYE Sample Date 1.0 Tons 07-07-05 Manure 50 27 68 6 0 1 0 0
P Removal Rating 15 Ibs/ac. Low BALANCE 1 0 27 68 6 0 1 0 0
NOTE: Symbol*means user entered data.
393455 Database Version 3.1 Date Printed: 3/22/2012 NMR Page Page I of I I

Nutrient Management Recommendations Test
YEAR 1
N P205 K20 Mg Mn Zn Cu Lime
(lbs/A) (lbs/A) (Ibs/A) (lbs/A) (Ibs/A) (Ibs/A) (Ibs/A) (tons/A)
Tract Field 611 IA Req'd Nutrients *156 20 0 0 0 0 0 0
Acres App.Period 1.90 9/14/30 Supplied BY r INN" ° ` � a"
CROP Wheat,Grain Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Goldsboro Residual 0 0 0 0 0 0 0 0
RYE Sample Date 65 bu. 07-22-10 Manure 156 85 214 19 1 4 1 0
P Removal Rating 33 lbs/ac. Low BALANCE 0 65 214 19 1 4 1 0
Tract Field 611 IA Req'd Nutrients *162 20 0 0 0 0 0 1
Acres App.Period 1.90 2/15-6/30 Supplied By: s� N& iR
�
CROP Corn,Grain Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Goldsboro Residual 20 0 0 0 0 0 0 0
RYE Sample Date 130 bu. 07-22-10 Manure 142 77 194 17 1 3 1 0
P Removal Rating 57 Ibs/ac. Low BALANCE 0 57 194 17 1 3 1 -1
Tract Field 611 1B Req'd Nutrients *144 10 0 0 0 0 0 0
Pp pp Y Jro a g r cn
Acres A Period 1.77 9/1 4/30 Su lied B �� I� " ..� .,w �,n �.. .. ..R
CROP Wheat,Grain Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Pantego Residual 0 0 0 0 0 01 0 0
RYE Sample Date 60 bu. 07-22-10 Manure 144 78 197 18 1 3 1 0
P Removal Rating 30 lbs/ac. Low BALANCE 0 68 197 18 1 3 1 0
Tract Field 611 1 B Req'd Nutrients *169 10 0 0 0 0 0 0
Acres App.Period 1.77 2/15-6/30 Supplied By: gzage
CROP Corn,Grain Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Pantego Residual 20 0 0 0 0 0 0 0
RYE I Sample Date 135 bu. 07-22-10 Manure 149 81 204 18 1 3 1 0
P Removal Rating 59 Ibs/ac. Low BALANCE 0 71 204 18 1 3 1 0
Tract Field 611 2 Req'd Nutrients *162 10 0 0 0 0 0 0
Acres A Period 2.99 2/15-6/30 Supplied Bi
PP� pp Y: Viz' =" x �
CROP Corn,Grain Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Goldsboro Residual 20 0 0 0 0 0 0 0
EPRe.
Sample Date 130 bu. 07-22-10 Manure 142 77 194 17 1 3 1 0
oval Rating 1 57 Ibs/ac. Low BALANCE 0 67 194 17 1 3 1 0
393455 Database Version 3.1 Date Printed: 3/22/2012 NMR Page Page 3 of 11

Nutrient Management Recommendations Test
------
YEAR 1 N P205 K20 Mg Mn Zn Cu Lime
(Ibs/A) (Ibs/A) (lbs/A) (Ibs/A) (Ibs/A) (lbs/A) (Ibs/A) (tons/A)
Tract Field 611 3A Req'd Nutrients *144 10 0 0 0 0 0 0
Acres App.Period 4.34 9/1-4/30 Supplied By: ppAig, //k u &14OWNS
"� ` p z "
' p '«,.a
CROP Wheat,Grain Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Pantego Residual 0 0 0 0 0 0 0 0
RYE Sample Date 60 bu. 07-22-10 Manure 144 78 197 18 1 3 1
0
P Removal Rating 30 Ibs/ac. Low BALANCE 0 68 197 18 1 3 1 0
Tract Field 611 3A Req'd Nutrients *169 10 0 0 0 0 0 0
Acres A Period 4.34 2/IS-6/30 Supplied ' " g �'
-
CROP Corn,Grain Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Pantego Residual 201 0 0 0 0 0 0 0
RYE Sample Date 135 bu. 07-22-10 Manure 149 81 204 18 1 3 1 0
P Removal Rating 59 lbs/ae. Low BALANCE 0 71 204 18 1 3 1 0
Tract Field 611 3B Req'd Nutrients *144 10 0 0 0 0 0 0
Acres A Period 2.78 9/1-4/30 Supplied B � MIMI
CROP Wheat,Grain Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Pantego Residual 01 0 0 0 0 0 0 0
RYE I Sample Date 60 bu. 07-22-10 Manure 144 78 197 18 1 3 1 0
P Removal Rating 30 lbs/ac. Low BALANCE 0 68 197 18 1 3 1 0
Tract Field 611 3B Req'd Nutrients *169 10 0 0 0 0 0 0
Acres App.Period 2.78 2/15-6/30 Supplied By: � � ' y: j �` r
ex .'.* �' Yv,„: da c.`roy.'ra' '�'..x ` w`#a- .
CROP Corn,Grain Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Pantego Residual 20 0 0 0 0 0 0 0
RYE Sample Date 135 bu. 07-22-10 Manure 149 81 204 18 1 3 1 0
P Removal Rating 591bs/ac. Low BALANCE 0 71 204 18 1 3 1 0
Tract Field 611 4A Req'd Nutrients *169 10 0 0 0 0 0 0
IM
Acres App.Period 2.35 2/15-6/30 Supplied By: s s ySi
az.
CROP Corn,Grain Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Pantego Residual 20 0 0 0 01 01 0 0
RYE Sample Date 135 bu. 07-22-10 Manure 149 81 204 18 1 3 1 0
P Removal I Rating 59 Ibs/ac. Low BALANCE 0 71 2041 18 1 31 0
393455 Database Version 3.1 Date Printed: 3/22/2012 NMR Page Page 5 of 1 I

Nutrient Management Recommendations Test
------------
YEAR 1 N P205 K20 Mg Mn Zn Cu Lime
(Ibs/A) (Ibs/A) (Ibs/A) (Ibs/A) (Ibs/A) (Ibs/A) (lbs/A) (tons/A)
[MApp.Period
Field 611 6 Req'd Nutrients *144 0 0 0 0 0 0 0
PP Y 5.41 2/15-6/30 Supplied Bx t .ASIN
P ^µ+
CROP Corn,Grain Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Onslow Residual 20 0 0 0 0 0 0 0
RYE Sample Date 115 bu. 07-22-10 Manure 124 68 170 15. 1 3 1 0
P Removal Rating 51 lbs/ac. Low BALANCE 01 68 170 15 1 3 1 0
Tract Field 611 6 Req'd Nutrients *132 0 0 0 0 0 0 0
is
Acres App.Period 5.41 9/1 4/30 Supplied By: �a '� �
CROP Wheat,Grain Starter 0 0 0 0 0 01 0 0
Commercial Fert. 0 0 0 0 0 0 01 0
Soil Series Onslow Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 55 bu. 07-22-10 Manure 132 72 181 16 1 3 1 0
P Removal Rating 28 lbs/ac. Low BALANCE 0 72 181 16 1 3 1 0
Tract Field 611 7 Req'd Nutrients *144 0 0 0 0 0 0 0
Acres App.Period 4.10 9/1-4/30 Supplied By: 4 x ; a x."
CROP Wheat,Grain Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Pantego Residual 0 0 0 0 0 0 0 0
RYE Sample Date 60 bu. 07-22-10 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 611 7 Req'd Nutrients *169 0 0 0 0 0 0 0
Acres App.Period 4.10 2/15-6/30 Supplied By: a sx t
*', ."�"' ,a, :§
-:.?.w. ot`..xh o
CROP Corn,Grain Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Pantego Residual 20 0 0 0 0 0 0 0
RYE Sample Date 135 bu. 07-22-10 Manure 149 81 204 18 1 3 1 0
P Removal Rating 59 Ibs/ac. Low BALANCE 0 81 204 18 1 3 1 0
Tract Field 611 8 Req'd Nutrients *156 0 0 0 0 0 0 0
Acres App.Period 4.10 9/1-4/30 Supplied By: �ss °
CROP Wheat,Grain Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Goldsboro Residual 0 0 0 0 0 0 0 0
RYE Sample Date 65 bu. 07-22-10 Manure 156 85 214 19 1 4 1 0
P Removal Rating 33 lbs/ac. Low BALANCE 0 85 214 191 1 1 4 1 0
393455 Database Version 3.1 Date Printed: 3/22/2012 NMR Page Page 7 of I 1

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 Field 611 12 Req'd Nutrients *136 0 0 0 0 0 0 0
1 g"�gg� "I I —#A—
Acres App.Period 3.5 /1-9/15 SuppliedBy: M -310
INK
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 Onslow Residual 0 0 0 0 0 0 0 0
RYE Sample Date 34 bu. 07-22-10 Manure 136 74: 186 17 1 3 1 0
P Removal Rating
=Rating 27 lbs/ac. Low BALANCE 0 74 186 17 1 3 1 0
Tract Field 611 IA Req'd Nutrients *152 20 0 0 0 0 0 0
_R
Acres App.Period 1.90 4/1-9/15 Supplied By:
M
21 W R WE
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 Goldsboro Residual 0 0 0 0 0 0 0 0
RYEJ Sample Date 38 bu. 07-22-10 Manure 152 83 208 19 1 31 1 0
P Removal Rating 30 lbs/ac. Low BALANCE 01 63 208 19 1 3 1 0
Tract Field 611 113 Req'd Nutrients 168 10 0 0 0 0 0 0
Acres App.
7-7
1.01 '1"
Period 1.77 4/1-9/15 Supplied By:
g
CROP Soybeans,Manured, Starter 0 0 0 01 0 0- 0 0
Double Crop Commercial Fert. 01 0 0 0 0 0 0 0
Soil Series Pantego Residual 0 0 0 0 0 0 0 0
RYE Sample Date 42 bu. 1 07-22-10 Manure 168 92 230 21 1 4 1 0
P Removal Rating 34 lbs/ac. Low BALANCE 0 82 230 21 1 4 1 0
m Tract Field 611 2 Req'd Nutrients *152 10 0 0 0 0 0 0
Acres App.Period 2.99 4/1-9/15 Supplied By:
41% MM
W"50'
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 Goldsboro Residual 01 0 0 0 0 0 0 0
RYEJ Sample Date 38 bu. 07-22-10 Manure 152 83 208 19 1 3 1 0
P Removal Rating 30 lbs/ac. Low BALANCE 0 73 208 19 1 3 1 0
Tract Field 611 2A Req'd Nutrients *168 20 0 0 0 0 0 0
-M
a
Acres App.Period 2.35 4/1-9/15 Supplied By: .,I,11 r N
02
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 Pantego Residual 0 0 0 0 0 0 0 0
RYE Sample Date 42 bu. 07-22-10 Manure 168 92 230 21 1 4 1 0
P Removal I Rating 1 34 lbs/ac. ILow BALANCE T 0 i 72 i 230 i 211 11 41 11 01
393455 Database Version 3.1 Date Printed: 3/22/2012 NMR Page Page 9 of I 1

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 Field 611 5 Req'd Nutrients 168 0 0 0 0 0 0 0
k IN
Acres App.Period 6.11 4/1-9/15 Supplied By:
a
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 Pantcgo Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 42 bu. 07-22-10 Manure 168, 92 230 21 1 4 1 1 0
P Removal Rating 34 lbs/ac. Low BALANCE 01 92 230 21 1 4 1 0
Tract Field 611 6 Req'd Nutrients *136 0 0 0 0 0 0 0
7"
M 7
Acres App.Period 5AI 4/1-9/15 Supplied By:
al�--NAI N
CROP Soybeans,Manured, Starter 0 0 0 0 0 0 0 0
Double Crop Commercial Fert. 0 0 0 0 0 01 0 0.
Soil Series Onslow Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 34 bu. 07-22-10 Manure 136 74 186 17 1 3 1 0
P Removal Rating 27 lbs/ac. Low BALANCE 0 74 186 17 1 3 1 0
Tract Field 611 7 Req'd Nutrients 168 0 0 0 0 0 0 0
gT
Acres I Ap Period 4.10 4/1-9/15 Supplied By: ol 1 00 .0"111 1
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 Pantego Residual 0 0 0 01 0 0 0 0
RYE Sample Date 42 bu. 07-22-10 Manure 168 92 230 21 1 4 1 01
P Removal Rating 34 lbs/ac. Low BALANCE 01 92 230 21 1 4 1 0
Tract Field 611 8 Req'd Nutrients *152 0 0 0 0 0 0
S
Acres App.Period 4.10 4/1-9/15 Supplied By: -01
1 '11 11,
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 Goldsboro Residual 0 0 0 01 0 0 0 0
RYE I Sample Date 38 bu. 07-22-10 Manure 152 831 208 19 1 1 31 1 0
P Removal I Rating 30 lbs/ac. ILow BALANCE 01 831 208 191 1 1 31 1 —0
NOTE: Symbol*means user entered data.
393455 Database Version 3.1 Date Printed: 3/22/2012 NMR Page Page 11 of 1 I

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. I
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.
Required Soil Test Values
Lime Recom.
Tract Field Crop pH (tons/acre) Cu-1 Copper Recommendation Zn-I Zinc Recommendation
609 10 Small Grain Overseed 6.2 0.0 59 None 78 None
609 10 Hybrid Bermudagrass Hay 6.2 0.0 59 None 78 None
609 11 Small Grain Overseed 6.1 0.0 59 None 78 None
609 11 Hybrid Bermudagrass Hay 6.1 0.0 59 None 78 None
609 9 Small Grain Overseed 6.1 0.0 59 None 78 None
609 9 Hybrid Bermudagrass Hay 6.1 0.0 59 None 78 None
611 12 Corn,Grain 6.0 0.0 51 None 95 None
611 12 Wheat,Grain 6.0 0.0 51 None 95 None
611 12 Soybeans,Manured,Double Crop 6.0 0.0 51 None 95 None
611 1A Corn,Grain 5.8 0.5 30 None 40 None
611 IA Wheat,Grain 5.8 0.0 30 None 40 None
611 IA Soybeans,Manured,Double Crop 5.8 0.0 30 None 40 None
611 113 Com,Grain 6.6 0.0 47 None 100 None
611 1B Wheat,Grain 6.6 0.0 47 None 100 None
611 1B Soybeans,Manured,Double Crop 6.6 0.0 47 None 100 None
611 2 Com,Grain 6.6 0.0 47 None 100 None
611 2 Wheat,Grain 6.6 0.0 47 None 100 None
611 2 Soybeans,Manured,Double Crop 6.6 0.0 47 None 100 None
611 2A Corn,Grain 5.8 0.5 30 None 40 None
611 2A Wheat,Grain 5.8 0.0 30 None 40 None
611 2A Soybeans,Manured,Double Crop 5.8 0.0 30 None 40 None
611 2B Com,Grain 6.6 1 0.0 47 None 100 None
611 2B Wheat,Grain 6.6 0.0 47 None 100 None
----------------------------------------------------------------------------------------------------------------- - -- STV Pag
55 Database Version 3.1 Date Printed: 03-22-2012 e Page 1 of 2

i
Required Soil Test Values
Lime Recom.
Tract Field Crop pH (tons/acre) Cu-I Copper Recommendation Zn-I Zinc Recommendation
611 2B Soybeans,Manured,Double Crop 6.6 0.0 47 None 100 None
611 3A Corn,Grain 6.6 0.0 47 None 100 None
611 3A Wheat,Grain 6.6 0.0 47 None 100 None
611 3A Soybeans,Manured,Double Crop 6.6 0.0 47 None 100 None
611 3B Corn,Grain 6.6 0.0 47 None 100 None
611 3B Wheat,Grain 6.6 0.0 47 None 100 None
611 3B Soybeans,Manured,Double Crop 6.6 0.0 47 None 100 None
611 4A Corn,Grain 6.6 0.0 47 None 100 None
611 4A Wheat,Grain 6.6 0.0 47 None 100 None
611 4A Soybeans,Manured,Double Crop 6.6 0.0 47 None 100 None
611 4B Corn,Grain 6.6 0.0 47 None 100 None
611 4B Wheat,Grain 6.6 0.0 47 None 100 None
611 4B Soybeans,Manured,Double Crop 6.6 0.0 47 None 100 None
611 5 Corn,Grain 6A 0.0 54 None 196 None
611 5 Wheat,Grain 6.4 0.0 54 None 196 None
611 5 Soybeans,Manured,Double Crop 6.4 0.0 54 None 196 None
611 6 Corn,Grain 6.5 0.0 43 None 99 None
611 6 Wheat,Grain 6.5 0.0 43 None 99 None
611 6 Soybeans,Manured,Double Crop 6.5 0.0 43 None 99 None
611 7 Corn,Grain 6.5 0.0 43 None 184 None
611 7 Wheat,Grain 6.5 0.0 43 - None 184 None
611 7 Soybeans,Manured,Double Crop 6.5 0.0 43 None 184 None
611 8 Corn,Grain 6.6 0.0 53 None 191 None
611 8 Wheat,Grain 6.6 0.0 53 None 191 None
611 8 Soybeans,Manured,Double Crop 6.6 0.01 53 None 191 None
--------------------------------------- ------------------------------ --------- ---- --------------------------- ------------------ ------------ ' ------------------------
393455 Database Version 3.1 Date Printed: 03-22-2012 STV Pa ge 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-secondcolumn-.-
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 13.16 44.13 88.26 132.38
Hay 6 ton R.Y.E. 300 26.32 22.06 44.13 66.19
Soybean 40 bu 160 14.04 41.37 82.74 124.11
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
393455 Database Version 3.1 Date Printed: 03-22-2012 Sludge Page Page 1 of

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 Waste Storage Capacity
Source Name I Swine Feeder-Finish Lagoon Liquid Design Storage Capacity(Days)
Start Date 9/1 180
Plan Year Month Available Storage Capacity(Days)
1 1 41
1 2 73
1 3 120
1 4 164
1 5 180
1 6 180
1 7 168
1 8 156
1 9 180
1 10 180
1 11 180
1 12 179
2 1 178
2 2 180
2 3 180
2 4 180
2 5 180
2 6 180
2 7 180
2 8 180
2 9 180
2 10 153
2 11 127
2 12 98
*Available Storage Capacity is calculated as of the end of each month.
------------------------------------------------- -----------------------------------------------------------------------------------------------------------------
393455 Database Version 3.1 Date Printed: 03-22-2012 Capacity Page Page 1 of 1

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during operation
or land application. Any discharge of waste that reaches surface water is
prohibited.
2. There must be documentation in the design folder that the producer either owns
or has an agreement for use of adequate land on which to properly apply the
waste. If the producer does not own adequate land to properly dispose of the
waste, he/she shall provide evidence of an agreement with a landowner, who is
within a reasonable proximity, allowing him/her the use of the land for waste
application. It is the responsibility of the owner of the waste production facility to
secure an update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application, receiving
crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs for
realistic crop yields based upon soil type, available moisture, historical data,
climatic conditions, and level of management, unless there are regulations that
restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre per year.
Waste may be applied to land eroding at more than 5 tons per acre per year but
less than 10 tons per acre per year provided grass filter strips are installed where
runoff leaves the field (see USDA, NRCS Field Office Technical Guide Standard
393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste application.
Waste should not be applied when there is danger of drift from the land
application field.
6. When animal waste is to be applied on acres subject to flooding,waste will be soil
incorporated on conventionally tilled cropland. When waste is applied to
conservation tilled crops or grassland, the waste may be broadcast provided the
application does not occur during a season prone to flooding (see "Weather and
Climate in North Carolina" for guidance).
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.
---- -------------------------------------------------------------------------------------------------------------------
393455 Database Version 3.1 Date Printed: 3/22/2012 Specification Page 1

17. A protective cover of appropriate vegetation will be established on all disturbed
areas (lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as
necessary, to protect the vegetation. Vegetation such as trees, shrubs,and other
woody species, etc., are limited to areas where considered appropriate. Lagoon
areas should be kept mowed and accessible. Berms and structures should be
inspected regularly for evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate
the possibility of an illegal discharge, pollution, and erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a
regular basis to prevent breakdowns, leaks, and spills. A regular maintenance
checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other crops
for direct human consumption. However, if animal waste is used on crops for
direct human consumption, it should only be applied pre-plant with no further
applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom elevations of
the temporary storage (pumping volume) of all waste treatment lagoons.
Pumping shall be managed to maintain the liquid level between the markers. A
marker will be required to mark the maximum storage volume for waste storage
ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least
annually at crop sites where waste products are applied. Nitrogen shall be the
rate-determining nutrient, unless other restrictions require waste to be applied
based on other nutrients, resulting in a lower application rate than a nitrogen
based rate. Zinc and copper levels in the 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.
---- -----------------------------------------------
393455 Database Version 3.1 Date Printed: 3/22/2012 Specification Page 3

Crop Notes
-- - -- The following crop note applies to field(s): 113, 2A,3A,313,4A�5,-7 -
Corn CP, Organic Soils
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 3 0-40
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): 12, 6
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.
-----------------------------------------------------------------------------------------------------------------------------------------------------------------
393455 Database Version 3.1 Date Printed: 03-22-2012 Crop Note Page Page 1 of 6

The following crop note applies to field(s): 10, 9
Bermudagrass Coastal Plain, Mineral Soil,Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
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): 11
Small Grain: CP, Mineral Soil, low-leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20.For barley, plant 22 seed/drill row foot and increase the seeding rate by 5%for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10%when planting no-till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep.Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February-March.
The following crop note applies to field(s): 10, 9
Small Grain: CP, Mineral Soil, low-leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5%for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10%when planting no-till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February-March.
-----------------------------------------------------------------------------------------------------------------------------------------------------------------
393455 Database Version 3.1 Date Printed: 03-22-2012 Crop Note Page Page 3 of 6

The following crop note applies to field(s): 113, 2A, 3A, 313,4A, 5, 7
Double-Crop Soybeans, Coastal Plain: Organic Soils
Double-crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no-tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. Review the NCSU Official Variety "green book"and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15"rows; 6-8 seed/row foot for 30"rows
and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no-till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. For soils such as-------phosphorus
should be applied at planting as phosphorus will leach from these soils. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen.However, applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Timely management of
weeds and insects is essential for profitable double crop soybean production.
The following crop note applies to field(s): 12, 6
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 36" rows. Increase the seeding rate by at least 10%for no-till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Timely management of
weeds and insects is essential for profitable double crop soybean production.
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393455 Database Version 3.1 Date Printed: 03-22-2012 Crop Note Page Page 5 of 6

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EXHMrr D-2
TABLE 2 - Traveling Irrigation Gun Settings
Make,Model and Type of Equipment: bb�
ISO
EQUIPMENT SETTINGS
Field Not Travel Application TRAVEL LANE Wetted Nozzle Operating Oper
ating
g
Fand Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
IlydrantNo2 (fl/min) (in/1u) Width(ft Length Q) (feet)
�g
) (inches) Gun(Psi) Reel(psi) Pattem3 Comments
3,24
3"
-�
ash m
.7 100
Tq
•7 3LO
17L
T !s®a 2,®
1 See attached map.
2Sllow separate entries for each hydrant location in each field,
3Use the following abbreviations for various arc patterns: F(full circle),TQ(three quarters),TT(two thirds),H(half circle),T(one third),Q(one quarter).
May also use degrees of arc.
NRCS,NC
?, 1996

EXHIBIT D4
TABLE 4.. - Irrigation_System Specifications
Traveling Solid Set
lrri ation Gun Irrigation
Flow Rate of Sprinkler(gpm)
perating Pressure at Pump sl )
Design Precipitation Rate(in/hr)
Hose Length(feet)
� XXXXXXXX
Type of Speed Compensation �� e XXXXXXXX
Pump Type(PTO, Engine,Electric) e
Pump Power Requirement(hp) o
85
TABLE 5 - Thrust Block Specificationsl
Des) ner ma rovide thrust block details on separate sheet.
THRUST BLOCK
LOCATION AREA (so. ft.
900 Bend � 1�
Dead End v
( o ,
Tee
f) E T-&_ eA3
See USDA-NRCS Field Office Technical Guide,Section IV,Practice Code 430-DD.
NRCS,NC
NNE, 1996

0 elma
- 3 - - - Aa
® s --- •. ..0 - o,. -a -a_C-rta®.)-. R5sp x tioHo
040 )
0 6 t�

NUTRIENT UTILIZATION PLAN AMENDMENT
Facility No: 52-015
ii O • • - � a NRAeT
Grower(s): Robert Cox/Rick Tyndall
FarmName: Rick Tyndall Farm
County: Jones
Permit Capacity:
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Wean to Finish
3520 Feeder to Finish
Storage Structure: Anaerobic Lagoon
Storage Period: >180 days
Application Method: Irrigation
For Tract 609,fields 9. 10, 11: Cattle will graze the the bermudagrass and
overseed. This will result in a PAN reduction of25%.
The revised PAN amount is as follows:
Field 9-243 lbs
Field 10-243 Ibs
Field 11-168 Ibs
The application window isthesameas it isfor hay- March 1-Sept 30
Grower Signature:
Date
Name of Technical Specialist: Eve H. Honeycutt
Affiliation: NC Cooperative Extension -Lenoir County
Address: 1791 Hwy 11/55
Kinston, NC 28504
Telephone: [phone]-mobile
Signature: 12- jq I 1�,
Date

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EXH B1T D-2
TABLE 2 Traveling Irrigation Gun Settings
Make, Model and Type of Equipment: Ho bbei
R ISO
Field Not Travel EQUIPMENT SETTINGS
Application TRAVEL LANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure
Ilydrant Not (fVmin) (intty) Widt(r g Pressure Art
( Length{ft) (feet) (inches} Gun(psi) Reel(psi) Pattern3 Comments
. 8
939
�®
5so ..,.a
& Boo
3.74
.409 s ap
to�to 3��
7q
U0
3.7q
33q
1 See attached map:
2Show separate entries for each hydrant location in each field.
3Use the following abbreviations for various arc patterns: F(full circle),TQ(three quarters),'I-(two thirds),H(half circle),T(one third),Q(one quarter).
May also use degrees of arc.
MRCS,NC
3, 1996

dJ0 yv zwd- CO-
1 . STEADY STATE LIVE WEISM'
,r s �oracc ��laa�ue� �a T d Yat3t�cr
o � :, cubic- ...
Bottom -

� .
DRAINAGE AREA:
Lagoon ( top of dike)
Length * Width =
426. 1 218 . 0 92889. 8 square feet
9uildi:gs ( roof and lot water )
Length * Width =
0.0 0 .0 0 . 0 square feet
TOTAL DA 92889. 8 square feet
Design temporary storage period to be 180 days .
5A . Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 475200 Lbs SSLW * CF of Waste/Lb . /Day * 180 days
Volume = 116047 cubic feet
5B . Volume of wash water
This is the amount of fresh water used for washing floors Cr volume
of fresh water used for a flush system . Flush systems that recircu!ate
the lagoon water are accounted for in 5A.
Vo ] ume = 0 .0 gallons/day * 180 days storage/7.48 gallows
per CF
Volums = 0 .0 cubic feet
jC . Volume of rainfall in excess of evaporation
Use perind of time when rainfall exceeds evaporation by largest amounn .
180 days excess rainfall = 7, 0 inches
yolume = 7 .0 in * DA / is inches per fnot
Volume = 54� 85. 7 cubic feet

.
5D. Volu�e of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 58056 . 1 cubic fzet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 116047 cubic feet
55. 0 cubic feet
50. 54186 cubic feet
5D. 58056 cubic feet
TOTAL 228289 cubic feet
�. SUMMARY
Total required volume 703489 cubic feet
Total design volume avail . 712982 cubic feet
Min. req , treatment volume plus sludge accumulation 475P00 cubic feet
At elev . 47 .7 feet ; Volume is 478214 cubic feet (end punpirg )
Total design volume less 25yr-244r storm is 654926 cubic feet
At elev . 09 .8 feet ; Volume is 651564 cubic feet (start pumping >
Seasonal high water table elevation 47. 6 feet
'. DESIGNED BY: APPROVED BY : ��&�v
NOTE : SEE ATTACHED WASTE UTILIZATION PLAN

. .
OPERATION AND MAINTENANCE PLAN
.............___________________________
This lagoon is designed for waste treatment (permanent storage) with
minimum odor control . The time required for the planned fluid level
to be reached (permanent + temporary storage) may vary due to
flushing operations and the amount of fresh water to be added
to the system.
The designed 6 months 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 inches of excess rainfall which is
equal to or exceeds the highest 6 months 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 any time between
these two elevations for operating convenience as site
conditions permit (weather , soils, crop , and equipment 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 runoff from the field
or damage to crops.
The following items are to be carried out:
1 . It is strongly recommended tha 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 pre-
charging is completed , 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 B) before land application.

`
3, Begin pump-out of the lagoon when fluid level reaches eleva-
tion 49. 80 as marked by permanent markers. Stop pump-out
when the fluid level reaches elevation 47. 70 or before
fluid depth is less than 6 feet deep (this prevents the loss of
favorable bacteria) . The design temporary storage, less 25 year
storm is 169354 cubic feet or 1266768 gallons. As stated
before, this volume will vary considerably from year to year.
4. The recommended maximum amount to apply per irrigation is one
( 1 ) inch and the recommended maximum application rate is 0. 4
inches per hour.
5. Keep vegetation on 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.
S. Keep a minimum of 100 feet of buffer (25 feet grass or vegetation
in cropland) around waste utilization fields, particularly adjacent
to ponds, lakes, streams, open ditches, etc. Do not pump within
300 feet of a residence or within 100 feet of a well .
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.
NOTES:
W� m\
___^'�____J�=��L��.=.�__ ___________
L.........��s���'r� —� __ ������ l-�. _���^� ...................... ____---------___...............
���. ������� .................. ................ ���. .�....��.....
��������
____......................_...........................................___................................ .............. ........_............................... ......... ... ............_____................ ..............._ ..._....._...............

EMERGENCY ACTION PLAN
PHONE NUMBERS
DWQ 919-946-6481
EMERGENCY MANAGEMENT SYSTEM 919-448-1221
SWCD 919-448-2731
NRCS 919-448-2731
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 flows to the lagoon immediately.
d. Call a pumping contractor.
e . Make sure no surface water is entering lagoon.
B: Runoff from waste application field-actions
include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
C . Incorporate waste to reduce runoff .
d. Evaluate and eliminate the reason (s) that
caused 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 .

Leakage from flush systems, _houses, solid__.
separators-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
C. Make sure no siphon occurs .
d. Stop all flows in the house, flush systems, or
solid separators .
e . Repair all leaks prior to restarting pumps .
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 away from the
embankment to catch all seepage, put in a
submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals, trap
or remove animals and fill holes and compact
with a clay type soil .
C . Have a professional evaluate the condition of
the side walls and lagoon bottom as soon as
possible.
2 . Assess the extent of the spill and note any obvious
damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released "and for what
duration?
C . Any damage noted, 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_
of the property) ?
h. How much reached surface waters?
. 3 : Contact appropriate agencies.
a. During normal business hours, call your DWQ
(Division of Water Quality) regional office; Phone
919-946-6481 . After hours, emergency number: 919-
733-3942 . Your phone call should include : your
name, facility, telephone number, the details of
the incident from item 2 above, the exact location

of the facility, the location or direction of
movement of the spill , weather and wind conditions .
The corrective measures that have been under taken,
and the seriousness of the situation.
b. If spill leaves property or enters surface waters ,
call local EMS Phone number 919-448-1221 .
C. Instruct EMS to contact local Health pepartment .
d. Contact CES, phone number 919-448-9621, local SWCD
office phone number 919-448-2731, and local NRCS
office for advice/technical assistance phone number
919-448-2731 .
4 : If none of the above works call 911 or the Sheriff's
Department and explain your problem to them and ask
that person to contact the proper agencies for you.
5: Contact the contractor of your choice to begin repair
of problem to minimize off-site damage.
a. Contractors Name :
b. Contractors Address :
C. Contractors Phone :
6: Contact the technical specialist who certified the
lagoon (NRCS, Consulting Engineer, etc. )
a. Name : ,, rz,
b. Phone_ - y 9?"• 9_13 i
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.

Swine Farm Waste Management Odor Control Checklist
Source Cause I3M!'s to Minimize odor _— — -- `
Sac specirle t racticcs
Fann�teaet Swiuc production O Vegetative or wooded buffers;
❑ Recommended best management practices;
Good judgment and common sense
Aninial burly surfaces 0 Dirty manure-covered animals pry floors
Flour Surface, 0 Wet manure-covered floors Slotted floors;
El"' Waterers located over slotted floors;
❑ Feeders at high end of solid floors;
Cl Scrape manure buildup from floors;
❑ Underfloor ventilation for drying
Manure collection pits • Urine; H' Frequent manure removal by flush,pit recharge,
• Puniat microbial decomposition or scrape;
O Underfloor ventilation
VeotilJt1U11 cXhali!a falls • Volatile gases; Fail ttlaintenailce;
Dust [" Efficient air movement
huluw,r surf,e es • Dust 2' Washdown between groups of animals;
Cl Feed additives;
O Feeder covers;
0 Feed delivery downspout extenders to feeder
covers
t lull r,ut, Agitation of recycled lagoon C7 Flush tank covers;
liquid while: tanks are filling ❑ Extend fill lines to near bottom of tanks with
anti-siphon vents
1 lush ally,; Agitution during wastewater O Underfloor flush with underfloor ventilation
conveyance
Pit ICLIl.ut;c points Agitation of recycled lagoon O Extend recharge lines to near butom of pits
liquid while pits are filling with anti-siphon vents
t.itt �cuiulu • Agitution during sump tank ❑ Sump tank covers
lilting and dra%vdown
lhli�idc clraiu colle:etiuo Agitation during wastewater ❑ Box covers
ur Junctiuu buxes conveyance
ANIOC- November 11. 1996. l'aae 3

Source Cause BMPs to Minimize Odor Site Specific Practices
Standing water aruund e Improper drainage;
O Grade and landscape such that water drains
facilities a Microbial decomposition of away from facilities
organic utaner
Manure tracked onto • Poorly maintained access roads 63 Farm access road maintenance
public roads from farm
access
Additional Information : Available From :
Sw111C MauurC MauagettlCttt ; 0200 RuleIBMP Packet NCSI1, County Extension Center
Swine Production Farm Potential Odor Sources and Remedies ; EBAE Fact Sheet NCSU - BAE?
Swine Production Facility Manure Management: Pit Recilarge- Lagoon Treatment; EBAE 128-88 NCSU - IIA1:
Swine Productiun Facility manure Management: Underfloor Flush- lagoon Treatment; EBAE 129-88 NCSII - 13AI:
Lagoon Design and Management for Livestock Manure Treatment and Storage ; EBAE 103-83 NCSI1 - BA1:
Calibration of Manure anti Wastewater Application Equipment ; EBAE Fact Sheet NCSiJ- IIAL
Cuntrulling Odors from Swine Buildings; Pill-33 NCSU -Swine Extension
Environmental Assurance Program ; NPPC Manual NC Pork Producers Assoc
Options fur Managing Odor; a report from the Swine Odor Task Force NCSE1 Agri Communications
Nuisance Cnnccnls in Animal Manure Management: Odors and Flies ; PRO107, 1995 Conference Proceedings Florida C00I)CMINC Extension
AA1Ol:- Nuvcud,cr If, 1996, Nal;e 5

Insect Control Checklist for Animal Operations
Source _ _ Cutisc BmPs to Control insects —__ _ -- _ .Site Specific Practices _-
Liquid Systems
Flush (lUUc ry Accumulation of solids O Flush system is designed and operated
sufficiently to remove accumulated solids front
gutters as designed.
❑ Remove bridging of accumulated solids at
discharge
Lavouns and Pits • Crusted Solids Rr 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-
S inches over more than 30%of surface.
(-.XCe»ive Vebet;ativc Decuying vegciation Sr Maintain vegetative control along banks of
t;ruwlh lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
Dry systems
1 cc,Ici� • Deed Spillage CI 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 Siuliwe Accumulations of feed residues 0 Reduce moisture accumulation within and
around immediate perimeter of Iced storage
areas by insuring drainage away Irani site
and/or providing adequate containment(e.g.,
euvercd bin for brewer's grain,aml similar high
moisture grain products).
C1 Inspect fitr and remove or break up accumulated
�nGds in lilicr strips around feed storage as
needed.