540003_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2019, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3,2019.
Please do not leave any, question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 54-0003 Certificate Of Coverage Number: AWS540003
�1 Ltd
2. Facility Name: High Riled Farms,LLC 1-16
3. Landowner's Name(same as on the Waste Management Plan): Al Hill Farms LLC
4. Landowners Mailing Address: PO Box 9
City: Deep Run State: NC Zip: 28525
Telephone Number: 252-527-2125 Ext. E-mail:
5. Facility's Physical Address: 2421 Hvvy 11 S
City: Kinston State: NC Zip: 28504
6. County where Facility is located: Lenoir
7. Farm Manager's Name(if different from Landowner): Wendell Davis
g. Farm Manager's telephone number(include area code): 919-658-1532 Ext.
9. Integrator's Name(if there is not an Integrator,write"None"): Prestage Farms Inc
10, Operator Name(OIC): Robert Wendell Davis Phone No.: 252-523-7150 OIC#: 25234
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 11,300
Operation Tvpes:
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 Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name Built Unknown) (Cubic Feet) (Square Feet) (Inches)
1-4 91,476.00 19.00
13-16 91 A76.00
5-8 74,052.00 19.00
9-12 87,120.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d)to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example:irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
c. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
£ The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
b. The required MRCS 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 entail one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, 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_ (13 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: ! %/ f v Title: ��"' i�?'� r
Signature: '/1 �'JL Date_ �/ b �
Name: Title:
Signature: Date,-
Name. Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
E-mail:[e-mail]
FORM: RENEWAL-STATE GENERAL 02/2019

Ks.'..
ROY COOPER
Governor
MICHAEL S.REGAN `
Secretary ��_�
LINDA CULPEPPER NORTH CAROLINA
DIAl7or Environmental Quality
February 27,2019
Al Hill Farms LLC
High Yiled Farms,LLC 1-16
PO Box 9
Deep Run,NC 28525
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non-Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non-Discharge General Permits are available
at https:Hdcg 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 your 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 0) copy 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 page 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
Lenoir County Soil and Water Conservation District
AFOG Section Central Files-AWS540003
Prestage Farms Inc
North Carol=-na tJepartn-.eat of cnv=ranment3;Qua':rty ( Division of Wrter Resoutc-=s
4._ ..u..y`01EQ5 512 N.Sa-rsbun,St.l 1S36 I Rateigh,Norzh Caroline 27699-1SSS
=.J —• 919.707,9000

Version—November 26,2018
Mortality Management Methods
indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table.Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
El D 13B .0200.
Rendering of a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C.0102,
o 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.
o o In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture&Consumer Services(G.S. 106-549.70).
D Q Any method which, in the professional opiniorkof 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).
oMass 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.
Signa e Owner Manager ✓ D to
of Tec Date

EMERGENCY ACTION PLAN
PHONE NUMBERS
Division of Water Resources (DWR)
Emergency Management System(EMS) ZS Z — 52.7 711 b
Soil and Water Conservation District(SWCD) ZSZ _ 3-46 `f7 9
Natural Resources Conservation Service (NRCS) 5 3 7 01 0
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:
1) Add soil to berm to increase elevation of dam.
2) Pump wastes to fields at an acceptable rate.
3) Stog alh"flows to the lagoon immediately.
4) Call a pumping contractor.
5) Make sure no surface water is entering lagoon.
b. Runoff from waste application field-actions include:
1) Immediately stop waste application.
2) Create a temporary diversion to contain waste.
3) Incorporate waste to reduce runoff.
4) Evaluate and eliminate the reason(s) that caused the runoff.
5) Evaluate the application rates for the fields where runoff occurred.
c. Leakage from the waste pipes and sprinklers-action include:
1) Stop recycle pump.
2) Stop irrigation pump.
3) Close valves to eliminate further discharge.
4) Repair all leaks prior to restarting pumps.
1 November 23,2016

d. Leakage from flush systems,houses,solid separators-action include:
1) Stop recycle pump.
2) Stop irrigation pump.
3) Make sure no siphon occurs.
4) Stop all flows in the house,flush systems,or solid separators.
5) 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:
1) Dig a small sump or ditch away from the embankment to catch all seepage,put in
a submersible pump,and pump back to lagoon.
2) If holes are caused by burrowing animals,trap or remove animals and fill holes
and compact with a clay type soil.
3) 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,caII your DWR regional office,phone number:
After hours,emergency number: 1-800-858-0368.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: -
S 2CI- -114� .Instruct EMS to contact Iocal Health Department.
c. Contact the:following for advice/technical assistance:
1) Cooperative Extension,phone number: Z— 52 7 2 ►��
2 November 23,2016

2) local SWCD office,phone number: S `I
3) local NRCS office,phone number: S2- sa -3.701D
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: 1
b. Contractors Address:
c. Contractors Phone:
6. Contact the technical specialist who certified the lagoon (NRCS,Consulting Engineer,
etc.)
a. Name: _ G'tfn e
b. Phone: T(0 - SIT 6 57 7 S
7. Implement procedures as advised by DWR 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.
3 November 23,2016

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 t 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

Waste Utilization Plan,
Producer: AI Hill
Name of Farm: County: Lenoir
Al Hill Farm LLC
Location: P.O. Box 9
Deep Run NC 28525
Phone: [phone]
Type of Operation: Feed-Finish
Number of Animal: 11300
Storage Structure:
Anaerobic Lagoon
Method of Application: Irrigation
Amount of waste produced per year:
PAN 21470 ton/year
Amount of plant available N
(PAN)produced/year: 25990 lbs./year
The waste from your animal facility must be land applied at a specified rate to prevent
Pollution of surface water and/or groundwater.The plant nutrients in the animal waste
should be used to reduce the amount of commercial fertilizer required for the crops in the
fields where the waste is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient.Waste should be analyzed
before each application cycle.Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in the implementing your waste utilization plan in order to
maximize the fertilizer value of the waste and to ensure that it is applied in an environmentally
safe manner.
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates,leaching potentials,
cation exchange capacities,and available water holding capacities.
3. Normally waste shall not be applied to land eroding at more than 5 tons per acre per
year.Waste may be applied to land eroding at 5 or more tons per acre annually,but
less than TO tons per acre per year providing that adequate filter strips are
established.
4. Do not apply waste on saturated soils,when it is raining,or when the surface is
frozen.Either of these conditions may in runoff to the surface waters which is not
allowed under DWQ regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor problems.
6. To maximize the value of the nutrients for crops production and to reduce the potential for
Pollution,the waste should be applied to a growing crop or applied not more than 30 days
prior to planting a crop or forages breaking dormancy.Injecting the waste or disking will
conserve nutrients and reduce odor problems.
This plan is based on the waste application method shown above. If you choose to change methods
in the future,you need to revise this plan. Nutrient levels for different applications methods are
not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility.Acreage requirements should be based on the waste analysis report from
Your waste management facility-In some cases you may want to have plant analysis made,which

Al Hill Farm LLC Page 6
of the soil at the time of irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of
the crop.
If surface irrigation is the method of land application for this plan,it is the responsibility of the producer and
irrigation designer to ensure that an irrigation system is installed to properly irrrigate the acres shown in tables.
Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan
invalid.
The following table is provided as a guide for establishing application rates and amounts.
Tract No. Field No. Soil Type Crop Applic. Applic.
Code Rate(in/hr) Amount
2728 1 Pocalla Corn 0.6 1.0
2728 1 Pocalla Wheat 0.6 1.0
2728 1 Pocalla soybeans DC 0.6 1.0
2728 2 Pocalla Corn 0.6 1.0
2728 2 Pocalla Wheat 0.6 1.0
2728 2 Pocalla Soybeans DC 0.6 1.0
2728 3 Pocalla Corn 0.6 1.0
2728 3 Pocalla Wheat 0.6 1.0
2728 3 Pocalla Soybeans DC 0.6 1.0
2728 4 Norfolk Corn 0.5 1.0
2728 4 Norfolk Wheat 0.5 1.0
2728 4 Norfolk Soybeans DC 0.5 1.0
2728 5 Norfolk Corn 0.5 1.0
2728 5 Norfolk Wheat 0.5 1.0
2728 5 Norfolk Soybeans DC 0.5 1.0
2728 6 Norfolk Corn 0.5 1.0
2728 6 Norfolk Wheat 0.5 1.0
2728 6 Norfolk soybeans DC 0.5 1.0
2728 7 Norfolk Corn 0.5 1.0
2728 7 Norfolk Wheat 0.5 1.0
2728 7 Norfolk Soybeans DC 0.5 1.0
2728 8 Norfolk Corn 0.5 1.0
2728 8 Norfolk Wheat 0.5 1.0
2728 8 Norfolk Soybeans DC 0.5 1.0
2728 9A Pocalla Corn 0.6 1.0
2728 9A Pocalla Wheat 0.6 1.0
2728 9A Pocalla Soybeans DC 0.6 1.0
2728 9B Pocalla Corn 0.6 1.0
2728 9B Pocalla Wheat 0.6 1.0
2728 9B Pocalla Soybeans DC 0.6 1.0
2728 10A Pocalla Corn 0.6 1.0
2728 10A Pocalla Wheat 0.6 1.0
2728 10A Pocalla Soybeans DC 0.6 1.0
2728 10B Norfolk Corn 0.5 1.0
2728 10B Norfolk Wheat 0.5 1.0
2728 10B Norfolk Soybeans DC 0.5 1.0
2728 11A Pocalla Corn 0.6 1.0
2728 11A Pocalla Wheat 0.6 1.0
2728 11A Pocalla Soybeans DC 0.6 1.0
2728 11B Norfolk Corn 0.5 1.0
2728 11B Norfolk Wheat 0.5 1.0
2728 11B Norfolk Soybeans DC 0.5 1.0

Al Hill Farm LLC Page 7
Tract No. Field No. Soil Type Crop Applic. Applic.
Code Rate(injhr) Amount
2728 12A Rains Corn 0.35 1.0
2728 12A Rains Wheat 0.35 1.0
2728 12A Rains Soybeans DC 0.35 1.0
2728 12B Norfolk Corn 0.5 1.0
2728 12B Norfolk Wheat 0.5 1.0
2728 12B Norfolk Soybeans DC 0.5 1.0
2728 13 Norfolk Corn 0.5 1.0
2728 13 Norfolk Wheat 0.5 1.0
2728 13 Norfolk Soybeans DC 0.5 1.0
2707 14A Norfolk Corn 0.5 1.0
2707 14A Norfolk Wheat 0.5 1.0
2707 14A Norfolk Soybeans DC 0.5 1.0
2707 14B Norfolk Corn 0.5 1.0
2707 14B Norfolk Wheat 0.5 1.0
2707 14B Norfolk Soybeans DC 0.5 1.0
2707 15A Norfolk Corn 0.5 1.0
2707 15A Norfolk Wheat 0.5 1.0
2707 15A Norfolk Soybeans DC 0.5 1.0
2707 15B Norfolk Corn 0.5 1.0
2707 15B Norfolk Wheat 0.5 1.0
2707 15B Norfolk Soybeans DC 0.5 1.0
2707 16A Norfolk Corn 0.5 1.0
2707 16A Norfolk Wheat 0.5 1.0
2707 16A Norfolk Soybeans DC 0.5 1.0
2707 16B Norfolk Corn 0.5 1.0
2707 16B Norfolk Wheat 0.5 1.0
2707 16B Norfolk Soybeans DC 0.5 1.0
2707 17A Lumbee Corn 0.4 1.0
2707 17A Lumbee Wheat 0.4 1.0
2707 17A Lumbee Soybeans DC 0.4 1.0
2707 17B Lumbee Corn 0.4 1.0
2707 17B Lumbee Wheat 0.4 1.0
2707 17B Lumbee Soybeans DC 0.4 1.0
2707 18A Lumbee Corn 0.4 1.0
2707 18A Lumbee Wheat 0.4 1.0
2707 18A Lumbee soybeans DC 0.4 1.0
2707 18B Lumbee Corn 0.4 1.0
2707 18B Lumbee Wheat 0.4 1.0
2707 18B Lumbee Soybeans DC 0.4 1.0
2707 19A .Norfolk Corn 0.5 1.0
2707 19A Norfolk Wheat 0.5 1.0
2707 19A Norfolk Soybeans DC 0.5 1.0
2707 19B Johns Corn 0.5 1.0
2707 19B Johns Wheat 0.5 1.0
2707 19B Johns Soybeans DC 0.5 1.0
2707 20A Norfolk Corn 0.5 1.0
2707 20A Norfolk Wheat 0.5 1.0
2707 20A Norfolk Soybeans DC 0.5 1.0
2707 20B Johns Corn 0.5 1.0
2707 20B Johns Wheat 0.5 1.0
2707 20B Johns Soybeans DC 0.5 1.0
2707 21A Portsmouth Corn 0.4 1.0
2707 21A Portsmouth Wheat 0.4 1.0
2707 21A Portsmouth Soybeans DC 0.4 1.0

Al Hill Farm LLC Page 8
Tract No. Field No. Soil Type Crop Applic. Applic.
Code Rate(in/hr) Amount
2707 21B Johns Corn 0.5 1.0
2707 21B Johns Wheat 0.5 1.0
2707 21B Johns Soybeans DC 0.5 1.0
2707 22A Portsmouth Corn 0.4 1.0
2707 22A Portsmouth Wheat 0.4 1.0
2707 22A Portsmouth Soybeans DC 0.4 1.0
2707 22B Johns Corn 0.5 1.0
2707 22B Johns Wheat 0.5 1.0
2707 22B Johns Soybeans DC 0.5 1.0
2707 23 Johns Corn 0.5 1.0
2707 23 Johns Wheat 0.5 1.0
2707 23 Johns Soybeans DC 0.5 1.0
This is the maximum application amount allowed for the soil assuming the amount of nitrogen allowed for the
crop is not over applied. In many situations the application amount shown cannot be applied because of the
nitrogen limitations.The maximum application amount shown can be applied under optimum soil conditions.
Your facility is designed for 180 days of temporary storage and the temporary storage must be removed on the
average of once every 6 months. In no instances should the volume of the waste be stored in your structure
be within the 25 year 24 hour storm storage or one foot of freeboard except in the event of the 25 year 24 hour
storm.
It is the responsibility of the producer and the waste applicator to ensure that the spreader equipment is operated
properly to apply the correct rates shown in the tables. Failure to apply the recommended rates and amounts of
nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you have receive the waste analysis report for assistance in determining the
amount of waste per acre and the proper application rate prior to appling the waste.
NARRATIVE OF OPERATION

Al Hill Farm LLC Page 9
WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by runoff,drift,manmade
conveyances,direct application,or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
2. There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply waste.If the producer
does not own adequate land to properly dispose of waste,he/she shall provide a copy 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 facility to
secure an update of the Waste Utilization Plan when there is a change in the operation,
increase in the number of animals, method of utilization,or available land.
3. Animal waste shall be applied to meet,but not exceed,the nitrogen needs for realistic crop
yields based on soil type,available moisture,historical data,climatic conditions,and level
of management,unless there are regulations that restrict the rate of application 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 that is eroding at 5 or more tons,but less than 10 tons per acre per
year providing grass filter strips are installed where runoff leaves the field.(See FOTG
standard 393-Filter Strip).
5. Odors can be reduced by injecting the waste or disking after waste application.Waste
should not be applied when there is danger of drift from the irrigation field.
6. When animal waste is to be applied on acres subject to flooding,it will be soil incorporated
on conventionally tilled cropland.When 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 that runoff
does not occur offsite or to the 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 or flies.
8. Animal waste shall not be applied to saturated soils,during rainfall events,or when the
surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth.The potential for salt damage
from animal waste should also be considered.
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a
high potentual for leaching.Waste nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients.Waste
shall not be applied more than 30 days prior to planting of the crop or forages breaking
dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with the following:
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residenrial property boundary
and from any perennial stream or river(other than an irrigation ditch or canal.Animal
waste other than swine waste from facilities sited on or after October 1, 1995),shall not be
applied closer than 25 feet to perennial waters.(See Standard 393-Filter Strips).

Al Hill Farm LLC Page 10
REQUIRED SPECIFICATIONS
(continued)
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other than those owned
by he landowner.
14. Waste shall be applied in a manner not to reach other property and public right-of-ways.
15. Animal waste shall not be discharged into surface waters,drainageways,or wetlands by
discharge or by over-spraying.Animal waste may be applied to prior converted wetlands
provided they have been approved as a land application site by a "technical specialist".
Animal waste shall not be applied on grassed waterways that discharge directly into water
courses,and on other grassed waterways,waste shall be applied at agronomic rates in a
manner that causes no runoff or drift from the site.
16. Domestic and industrial waste from washdown facilities,showers,toilets,sinks,etc.,shall
not be discharged into the animal waste management system.
17. A protective cover of appropriate vegtation 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 evidences 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 illigal 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 vegetation 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 the 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
element.Zinc and copper levels in the soil shall be monitored and alternative crop sites
shall be used when these metal approach excessive levels. pH shall be adjusted for
optimum crop production and maintained.Soil and waste analysis records shall be kept
for five(5)years. Poultry dry waste application records shall be maintained for three(3)
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.

Page 11
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm:, Al Hill.Farm LLC
Owner/Manager Agreement Al Hill
I (we) understand and will follow and implement the specifications and the operation and maintenance proce-
dures established in the approved animal waste utilization plan for the farm named above. I (we)know that any
expansion to the existing design capacity of the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the North Carolina Division of Water Quality
before the new animals are stocked. I(we)also understand that there must be no discharge of animal waste
from this system to the surface waters of the state from a storm event less severe than the 25-year,24 hour
storm.The approved plan will be filed on-site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facility Owner:: Al Hill
Signature: fZ Date:
Name of Manager(if different from owner)
Signature: Date: �s
Name of Person Preparing Plan: G.Glenn Clifton
Affiliation: Prestage Farms, Inc. Phone: [phone]
Address: P.O. Box 438
Clinton, NC 28329
Signature: Date: (7 15 09'

IRRIGATION SYSTEM PARAMETERS
Land Owner: Al Hill Date: 06/15/2009
Address: P.O. Box 9
Deep Run NC Facility No. 54-3
Telephone: [phone]
TABLE 1 - Field Specifications County: Lenoir
Maximum
Maximum Maximum Application
Field No. Usable Application per Irrigation
and/or Size of Slope Rate Cycle
Pull No. Field Soil Type M Crop(s) (in/hr) (inches)
1 4.21 Pocalla 0-6 Corn,Wheat, Soybeans 0.6 1.0
2 6.36 Pocalla 0-6 Corn,Wheat, Soybeans 0.6 1.0
3 5.91 Pocalla 0-6 Corn,Wheat,Soybeans 0.6 1.0
4 5.41 Norfolk 0-6 Corn,Wheat, Soybeans 0.5 1.0
5 4.92 Norfolk 0-6 Corn,Wheat, Soybeans 0.5 1.0
6 4.54 Norfolk 0-6 Corn, Wheat, Soybeans 0.5 1.0
7 4.32 Norfolk 0-6 Corn,Wheat, Soybeans 0.5 1.0
8 4.45 Norfolk 0-6 Corn,Wheat, Soybeans 0.5 1.0
9A 3.09 Pocalla 0-6 Corn,Wheat,Soybeans 0.6 1.0
9B 1.02 Pocalla 0-6 Corn,Wheat, Soybeans 0.6 1.0
10A 6.36 Pocalla 0-6 Corn,Wheat, Soybeans 0.6 1.0
10B 5.88 Norfolk 0-6 Corn,Wheat,Soybeans 0.5 1.0
11A 5.91 Pocalla 0-6 Corn,Wheat, Soybeans 0.6 1.0
11 B 5.47 Norfolk 0-6 Corn,Wheat,Soybeans 0.5 1.0
12A 6.36 Rains 0-6 Corn,Wheat, Soybeans 0.35 1.0
12B 5 88, Norfolk 0-6 Corn,Wheat, Soybeans 0.5 1.0
13 3.11 Norfolk 0-6 Corn, Wheat, Soybeans 0.5 1.0
14A 4.95 Norfolk 0-6 Corn,Wheat,Soybeans 0.5 1.0
14B 4.38 Norfolk 0-6 Com,Wheat, Soybeans 0.5 1.0
15A 3.78 Norfolk 0-6 Corn,Wheat,Soybeans 0.5 1.0
15B 3.40 Norfolk 0-6 Corn,Wheat,Soybeans 0.5 1.0
16A 4.95 Norfolk 0-6 Corn,Wheat, Soybeans 0.5 1.0
16B 4.48 Norfolk 0-6 Corn,Wheat,Soybeans 0.5 1.0
17A 6.00 Lumbee 0-6 Corn,Wheat, Soybeans 0.4 1.0
17B 4.93 Lumbee 0-6 Corn,Wheat, Soybeans 0.4 1.0
18A 4.65 Lumbee 0-6 Corn,Wheat,Soybeans 0.4 1.0
18B 4.22 Lumbee 0-6 Corn,Wheat, Soybeans 0.4 1.0
19A 4.65 Norfolk 0-6 Corn,Wheat, Soybeans 0.5 1.0
19B 4.22 Johns 0-6 Corn,Wheat,Soybeans 0.4 1.0
20A 4.08 Norfolk 0-6 Corn,Wheat, Soybeans 0.5 1.0
20B 4.22 Johns 0-6 Corn,Wheat, Soybeans 0.4 1.0
21A 2.69 Portsmouth 0-6 Corn,Wheat, Soybeans 0.4 1.0
21 B 4.17 Johns 0-6 Corn,Wheat, Soybeans 0.4 1.0
22A 2.20 Portsmouth 0-6 Corn,Wheat, Soybeans 0.4 1.0
22B 3.37 Johns 0-6 Corn,Wheat, Soybeans 0.4 1.0
23 3.81 Johns 0-6 Corn,Wheat, Soybeans 0.4 1.0
162.35
Computed By: QFIJAI 0"FVW
j-r._

Hard Hose Traveling Gun System
Land owner: All Hill Facility Number: 54-3
Irrigation System
Designation: Existing Irrigation System X New/Expanding
Irrigation System
Wetted Diameter: 280 feet
86%
Spacing: 240 feet use 90%
Hydrant Layout: X Multiple Hydrants Single Hydrant
Pull Lane Pull Location Start Stop Total
Number Spacing Length Ext/Int Middle End End Acres
1 240 630 Sin le 3.64 0.57 4.21
2 240 950 Ext 5.67 0.69 6.36
3 240 950 Int 5.23 0.68 5.91
4 240 860 Int 4.73 0.68 5.41
5 240 770 Int 4.24 0.68 4.92
6 240 700 Int 3.86 0.68 4.54
7 240 660 Int 3.64 0.68 4.32
8 240 630 Ext 3.76 0.69 4.45
9A 950 Single/Half 2.75 0.34 3.09
9B 235 Single/Half 0.68 0.34 1.02
10A 240 950 Ext 5.67 0.69 6.36
10B 240 870 Ext 5.19 0.69 5.88
11A 240 950 Int 5.23 0.68 5.91
11 B 240 870 Int 4.79 0.68 5.47
12A 240 950 Ext 5.67 0.69 6.36
12B 240 870 Ext 5.19 0.69 5.88
13 260 Ext 1.55 0.69 2.24
13 290 Ext 0.87 0.87 3.11
60%
14A 170 840 Ext 4.34 0.61 4.95
14B 170 730 Ext 3.77 0.61 4.38
15A 170 840 Int 3.27 0.51 3.78
15B 170 740 Int 2.89 0.51 3.40
16A 170 840 Ext 4.34 0.61 4.95
16B 170 750 Ext 3.87 0.61 4.48
75%
17A 210 950 Ext 5.34 0.66 6.00
17B 210 760 Ext 4.27 0.66 4.93
18A 210 530 Int/Full 2.56 0.60 3.16
18A 210 220 Int/Half 0.53 0.53
18A 210 200 Int/Full 0.96 0.96 4.65
18B 210 750 Int 3.62 0.60 4.22
19A 210 530 Int/Full 2.56 0.60 3.16
19A 210 220 Int/Half 0.53 0.53
19A 210 200 Int/Full 0.96 0.96 4.65
19B 210 750 Int 3.62 0.60 4.22
20A 210 410 Int/Full .. 1.98 0.60 2.58
20A 210 260 Int/Half . 0.63 0.63
20A 210 180 Int/Full 0.87 0.87 4.08

Pull Lane Pull Location Start Stop Total
Number Spacing Len th Ext/Int Middle End End Acres
20B 210 750 Int 3.62 0.60 4.22
21A 210 310 Int/Full 1.49 0.30 1.49
21A 210 280 Int/Half 0.67 0.67
21A 210 1`10 Int/Full 0.53 0.53 2.69
21 B 210 740 Int 3.57 0.60 4.17
22A 210 215 Ext 1.21 0.60 1.81
22A 210 160 Ext/Half. 0.39 0.39 2.20
22B 210 575 Int 2.77 0.60 3.37
23 210 560 Ext 3.15 0.66 3.81
Total 162.35
Computed By: .&i-r.-JAI TGIF-*IJ

Al Hill Farm LLC Page 2
could allow additional waste to be applied.Provisions shall be made for the area receiving
waste to be flexible so as to accommodate changing waste analysis content and the crop type.
Lime must be applied to maintain pH in the optimum range for specific crop production.This
waste utilization plan,if carried out,meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING:
Tract No. Pull No. Soil Type Crop Yield/Ac Lbs.N Acres Lbs N Month to Lbs. N
Code unit Used Apply Per Ac.
2728 1 Pocalla Corn 75.0 1.22 2.105 194 FEB15-JUN 92
2728 1 Pocalla Wheat 35.0 1.74 2.105 128 SEP-APR 61
2728 1 Pocalla Soybeans DC 25.0 3.98 2.105 211 APR-SEP15 100
2728 2 Pocalla Corn 75.0 1.22 3.180 293 FEB15-JUN 92
2728 2 Pocalla Wheat 35.0 1.74 3.180 194 SEP-APR 61
2728 2 Pocalla Soybeans DC 25.0 3.98 3.180 318 APR SEP15 100
2728 3 Pocalla _ Corn 75.0 1.22 2.955 272 FEB15-JUN 92
2728 3 Pocalla Wheat 35.0 1.74 2.955 180 SEP-APR 61
2728 3 Pocalla soybeans DC 25.0 3.98 2.955 296 APR-SEP15 100
2728 4 Norfolk Corn 115.0 1.15 2.705 354 FEB15-JUN 131
2728 4 Norfolk Wheat 60.0 1.75 2.705 284 SEP-APR 105
2728 4 Norfolk Soybeans DC 35.0 3.91 2.705 371 APR-SEP15 137
2728 5 Norfolk Corn 115.0 1.15 2.460 322 FEB15-JUN 131
2728 5 Norfolk Wheat 60.0 1.75 2.460 258 SEP-APR 105
2728 5 Norfolk Soybeans DC 35.0 3.91 2.460 337 APR-SEP15 137
2728 6 Norfolk Corn 115.0 1.15 2.270 297 FEB15-JUN 131
2728 6 Norfolk Wheat 60.0 1.75 2.270 238 SEP-APR 105
2728 6 Norfolk Soybeans DC 35.0 3.91 2.270 311 APR-SEP15 137
2728 7 Norfolk Corn 115.0 1.15 2.160 283 FEB15-JUN 131
2728 7 Norfolk Wheat 60.0 1.75 2.160 227 SEP-APR 105
2728 7 Norfolk Soybeans DC 35.0 3.91 2.160 ;.296 APR-SEP15 137
2728 8 Norfolk Corn 115.0 1.15 2.225 291 FEB15-JUN 131
2728 8 Norfolk Wheat 60.0 1.75 2.225 234 SEP-APR 105
2728 8 Norfolk Soybeans DC 35.0 3.91 2.225 305 APR-SEP15 137
2728 9A Pocalla Corn 75.0 1.22 1.545 142 FEB15-JUN 92
2728 9A Pocalla Wheat 35.0 1.74 1.545 94 SEP-APR 61
2728 9A Pocalla Soybeans DC 25.0 3.98 1.545 155 APR-SEP15 100
2728 9B Pocalla Corn 75.0 1.22 0.510 47 FEB15-JUN 92
2728 9B Pocalla Wheat 35.0 1.74 0.510 31 SEP-APR 61
2728 9B Pocalla Soybeans DC 25.0 3.98 0.510 51 APR-SEP15 100
2728 10A Pocalla Corn 75.0 1.22 3.180 293 FEB15-JUN 92
2728 10A Pocalla Wheat 35.0 1.74 3.180 194 SEP-APR 61
2728 10A Pocalla Soybeans DC 25.0 3.98 3.180 318 APR-SEP15 100
2728 10B Norfolk Corn 115.0 1.15 2.940 385 FEB15-JUN 131
2728 1013 Norfolk Wheat 60.0 1.74 2.940 309 SEP-APR 105
2728 106 Norfolk Soybeans DC 35.0 3.91 2.940 403 APR-SEP15 137
2728 11A Pocalla Corn 75.0 1.22 2.955 272 FEB15-JUN 92
2728 11A Pocalla Wheat 35.0 1.74 2.955 180 SEP-APR 61
2728 11A Pocalla Soybeans DC 25.0 3.98 2.955 296 APR-SEP15 100
2728 11B Norfolk Corn 115.0 1.15 2.735 358 FEB15-JUN 131
2728 1113 Norfolk Wheat 60.0 1.75 2.735 287 !SEP-APR 105
2728 11B Norfolk Soybeans DC 35.0 3.91 2.735 375 APR-SEP15 137
2728 12A Rains Corn 125.0 1.08 3.180 429 FEB15-JUN 135
2728 12A Rains Wheat 55.0 1.56 3.1801 2731 SEP-APR 1 86
2728 12A Rains Soybeans DC 37.0 3.87 3.1801 4551 APR-SEP15 I143

Al Hill Farm LLC Page 3
Tract No. Pull No. Soil Type Crop YieldjAc Lbs. N Acres Lbs N Month to Lbs. N
Code unit Used Apply Per Ac.
2728 12B Norfolk Corn 115.0 1.15 2.940 385 FEB15-JUN 131
2728 12B Norfolk Wheat 60.0 1.75 2.940 309 SEP-APR 105
2728 12B Norfolk Soybeans DC 35.0 3.91 2.940 403 APR-SEP15 137
2728 13 Norfolk Corn 115.0 1.15 1.555 204 FEB15-JUN 131
2728 13 Norfolk Wheat 60.0 1.75 1.555 163 SEP-APR 105
2728 13 Norfolk Soybeans DC 35.0 3.91 1.555 213 APR-SEP15 137
2707 14A Norfolk Corn 115.0 1.15 2.475 324 FEB15-JUN 131
2707 14A ` Norfolk Wheat 60.0 1.75 2.475 260 SEP-APR 105
2707 14A Norfolk Soybeans DC 35.0 3.91 2.475 339 APR-SEP15 137
2707 14B Norfolk Corn 115.0 1.15 2.190 287 FEB15-JUN 131
2707 14B Norfolk Wheat 60.0 1.75 2.190 230 SEP-APR 105
2707 14B Norfolk Soybeans DC 35.0 3.91 2.190 300 APR-SEP15 137
2707 15A Norfolk Corn 115.0 1.15 1.890 248 FEB15-JUN 131
2707 15A Norfolk Wheat 60.0 1.75 1.890 198 SEP-APR 105
2707 15A Norfolk Soybeans DC 35.0 3.91 1.890 259 APR-SEP15 137
2707 15B Norfolk Corn 115.0 1.15 1.700 223 FEB15-JUN 131
2707 15B Norfolk Wheat 60.0 1.75 1.700 179 SEP-APR 105
2707 15B Norfolk Soybeans DC 35.0 3.91 1.700 233 APR-SEP15 137
2707 16A Norfolk Corn 115.0 1.15 2.475 324 FEB15 JUN 131
2707 16A Norfolk Wheat 60.0 1.75 2.475 260 SEP-APR 105
2707 16A Norfolk Soybeans DC 35.0 3.91 2.475 339 APR-SEP15 137
2707 16B Norfolk Corn 115.0 1.15 2.240 293 FEB15-JUN 131
2707 16B Norfolk Wheat 60.0 1.75 2.240 235 SEP-APR 105
2707 16B Norfolk Soybeans DC 35.0 3.91 2.240 307 APR-SEP15 137
2707 17A Lumbee Corn 115.0 1.08 3.000 372 FEB15-JUN 124
2707 17A Lumbee Wheat 50.0 1.54 3.000 231 SEP-APR 77
2707 17A Lumbee Soybeans DC 38.0 3.87 3.000 441 APR-SEP15 147
2707 17B Lumbee Corn 115.0 1.08 2.465 306 FEB15-JUN 124
2707 17B Lumbee Wheat 50.0 1.54 2.465 190 SEP-APR 77
2707 17B Lumbee Soybeans DC 38.0 3.87 2.465 362 APR-SEP15 147
2707 18A Lumbee Corn 115.0 1.08 2.3251 288 FEB15-JUN 124
2707 18A Lumbee Wheat 50.0 1.54 2.325 179 SEP-APR 77
2707 18A Lumbee Soybeans DC 38.0 3.87 2.325 342 APR-SEP15 147
2707 18B Lumbee Corn 115.0 1.08 2.110 262 FEB15-JUN 124
2707 18B Lumbee Wheat 50.0 1.54 2.110 162 SEP-APR 77
2707 18B Lumbee Soybeans DC 38.0 3.87 2.110 310 APR-SEP15 147
2707 19A Norfolk Corn 115.0 1.15 2.325 305 FEB15-JUN 131
2707 19A Norfolk Wheat 60.0 1.75 2.325 244 SEP-APR 105
2707 19A Norfolk Soybeans DC 35.0 3.91 2.325 319 APR-SEP15 137
2707 19B Johns Corn 120.0 1.08 2.110 274 FEB15 JUN 130
2707 19B Johns Wheat 55.0 1.56 2.110 181 SEP-APR 86
2707 19B Johns Soybeans DC 38.0 3.87 2.110 310 APR-SEP15 147
2707 20A- Norfolk Corn 115.0 1.15 2.040 267 FEB15-JUN 131
2707 20A Norfolk Wheat 60.0 1.75 2.040 214 SEP-APR 105
2707 20A Norfolk Soybeans DC 35.0 3.91 2.040 279 APR-SEP15 137
2707 20B Johns Corn 120.0 1.08 2.110 274 FEB15-JUN 130
2707 20B Johns Wheat 55.0 1.56 2.110 181 SEP-APR 86
2707 20B Johns Soybeans DC 38.0 3.87 2.110 310 APR-SEP15 147
2707 21A Portsmouth Corn 135.0 1.11 1.345 202 FEB15-JUN 150
2707 21A Portsmouth Wheat 60.0 1.68 1.345 136 SEP-APR 101
2707 21A Portsmouth Soybeans DC 38.0 3.89 1.345 199 APR-SEP15 148
2707 21B Johns Corn 120.0 1.08 2.085 271 FEB15-JUN 130
2707 21B Johns Wheat 55.0 1.56 2.085 179 SEP-APR 86
2707 21B Johns Soybeans DC 38.0 3.$7 2.085 306 APR-SEP15 147

Al Hill Farm LLC Page 4
Tract No. Pull No. Soil Type Crop YieldjAc Lbs. N Acres Lbs N Month to Lbs. N
Code unit Used Apply Per Ac.
2707 22A Portsmouth Corn 135.0 1.11 1.100 165 FEB15-JUN 150
2707 22A Portsmouth Wheat 60.0 1.68 1.100 111 SEP-APR 101
2707 22A Portsmouth Soybeans DC 38.0 3.89 1.100 163 APR-SEP15 148
2707 22B Johns Corn 120.0 1.08 1.685 219 FEB15-JUN 130
2707 22B Johns Wheat 55.0 1.56 1.685 145 SEP-APR 86
2707 22B Johns Soybeans DC 38.0 3.87 1.685 248 APR-SEP15 147
2707 23 Johns Corn 120.0 1.08 1.905 248 FEB15-JUN 130
2707 23 Johns Wheat 55.0 1.56 1.905 164 SEP-APR 86
2707 23 Johns Soybeans DC 38.0 1 3.87 1 1.9051 2801 APR-SEP15 1 147
Total 162.35 27994lbs.
Available Nitrogen 25990 lbs.
Surplus or deficit -2004 lbs.
Applying the above amount of waste is a big job.You should plan time and have appropriate equipment to apply
the waste in a timely manner.
Acres are reduced by one-half to allow for a two-year rotation of corn,wheat and soybeans. Refer to the following
table for acres in each pull to be usedon the form IRR-2.
Pull Acres Pull Acres
1 4.21 22A 2.20
2 6.36 22B 3.37
3 5.91 23 3.81
4 5.41 Total 162.35
5 4.92
6 4.54
7 4.32 -
8 4.45
9A 3.09
9B 1.02
10A 6.36
10B 5.88
11A 5.91
11B 5.47
12A 6.36
12B 5.88
13 3.11
14A 4.95
14B 4.38
15A 3.78
15B 3.40
16A 4.95
16B 4.48
17A 6.00
17B 4.93
18A 4.65
18B 4.22
19A 4.65
19B 4.22
20A 4.08
20B 4.22
21A 2.69
21B 4.17

Al Hill Farm LLC Page 5
The applicator is cautioned that P and K may be over applied while meeting the N requirements. In the future,
regulations may require farmers in some parts of North Carolina to have a nutrient management plan that
addresses all nutrients.This plan only addresses nitrogen.
In interplanted fields(i.e.small grain,etc.interseeded in bermudagrass),forage must be removed through
grazing, hay and/or silage.Where grazing,plants should be grazed when they reach a height of six to nine
inches.Cattle should be removed when plants are grazed to a height of four inches. In fields where small grain
etc.is to be removed for hay or silage,care should be exercised not to let small grain to reach materity,
especially late in the season(i.e.April or May)Shading may result if small grain gets too high and this will
definitely interfere with the stand of bermudagrass.This loss of stand will result in reduced yields and less
nitrogen being utilized. Rather than cutting small grain for hay or silage just before heading as is the normal
situation,you are encouraged to cut the small grain earlier.You may want to consider harvesting hay or silage
two to three times during the season,depending on the time small grain is planted in the fall.
The ideal time to interplant small grain,etc.is late September or early October. Drilling is recommended over
broadcasting. Bermudagrass should be grazed or mowed to a height of about two inches before drilling for best
results.
Caution must be exercised in grazing or haying summer annuals under stressed conditions. Nitrate poisoning
may occur in livestock.Sampling forage or hay for nitrate levels is recommended.
Acres shown in the tables are considered to be the usable acres excluding required buffers,filters strips along
ditches,odd areas unable to be irrigated,and perimeter areas not receiving full application rates due to
equipment limitations.Actual total acres in the field listed may,and most likely will be, more than the acres
shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
SLUDGE APPLICATION:
The waste utilization plan must contain provisions for periodic land application of sludge at agronomic rates.
The sludge will be nutrient rich and will require precautionary measures to prevent over application of nutrients
or other elements.Your production facility will produce approximately 4068 lbs.of plant available
nitrogen per year in the sludge.
If you remove sludge every 5 years you will have approximately 20340 lbs.of PAN to utilize.Assuming
you apply this PAN to hybrid bermudagrass hayland at the rate of 300 lbs/acre you will need 68
acres of land. If you apply the sludge to corn at the rate of 125 lbs.of nitrogen per acre you will need 163
acres of land. Please be aware that these are only estmates of the PAN and the land needed.Actual
requirements could vary by 25%depending on the sludge waste analysis,soil types, realistic yields,and
application methods.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation such that
runoff or ponding occurs.This rate is limited by initial soil moisture content,soil structure,soil texture,water
droplet size,and organic solids.The application amount should not exceed the available water holding capacity

Soil Map-Lenoir County,North Carolina Al Hill Farm LLC
Map Unit Legend
Lenoir County,North Carolina`(NC107)
Map Unit Symbol Map Unit Acres inAO1- Percent of AO1
Go Goldsboro loamy sand,0 to 2 percent slopes 1.0 0.2%
Jo Johns sandy loam 34.3 6.6%
JS Johnston soils 78.3 15.1%
Lo Leon sand 4.0 0.8%,
Lu Lumbee sandy loam 49.8 9.6%
M-W Miscellaneous water 7.8 1.5%
Na Norfolk loamy sand,0 to 2 percent slopes 86.6 16.7%
Nb Norfolk loamy sand,2 to 6 percent slopes 51 A 9.9%
Pc Pamlico muck 0.1 0.0%
Po Pocalla loamy sand,0 to 6 percent slopes 88.6 17.0%
Pr Portsmouth loam 36.7 7.1%
Ra Rains sandy loam 42.8 8.2%c
St Stallings loamy sand 11.8 2.3%
To Torhunta loam 21.7 4.2%
Wn Woodington loamy sand 5.0 1.0%
Totals for Area of interest 519.9 100.0%
?_.SDA Natural Resources Web Sod Survey 2.2 6H 2/2009
Conservation Service National Cooperative Sol Survey Page 3 of 3

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Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Farmstead 0 Swine production 0 Vegetative or wooded buffers
0 Recommended best management practices
P"Good judgment and common sense
Animal body 0 Dirty manure-covered C3 Dry floors
surfaces animals
Floor surfaces * Wet manure-covered floors 11' Slotted floors
0 Waterers located over slotted floors
0 Feeders at high end of solid floors
0 Scrape manure buildup from floors
C3 Underfloor ventilation for drying
Manure collection * Urine PY Frequent manure removal by flush,pit recharge,
pits * Partial microbial or scrape
decomposition C3 Underfloor ventilation
Ventilation exhaust * Volatile gases C3 Fan maintenance
fans * Dust tV Efficient air movement
Indoor surfaces * Dust 191' Washdown between groups of animals
Cl Feed additives
C3 Feeder covers
0 Feed delivery downspout extenders to feeder
covers
Flush tanks a Agitation of recycled lagoon C3 Flush tank covers
liquid while tanks are filling 13 Extend fill lines to near bottom of tanks with
anti-siphon vents
Flush alleys 0 Agitation during wastewater 19 Underfloor flush with underfloor ventilation
conveyance
ANIOC- November 11, 1996,page 1

Swine Farm Waste Management Odor Control Checklist
Source Cause BY[Ps to Minimize Odor Site Specific Practices
Pit recharge points 0 Agitation of recycled lagoon 0 Extend recharge lines to near bottom of pits with
liquid while pits are filling anti-siphon vents
Lift stations 0 Agitation during sump tank 13 Sump tank covers
filling and dcuvvdovvu
Outside drain a Agitation during wastewater 0 Box covers
collection orjunction conveyance
boxes
End of drainpipes 0 Agitation during wastewater 0 Extend discharge point of pipes underneath
at lagoon conveyance lagoon liquid level
Lagoon surfaces 0 Volatile gas emissions 71 Proper lagoon liquid capacity
° Biological mixing 13 Correct lagoon startup procedures
° /\gbohon 71 Minimum surface uroo'tn'vo|unnoratio
0 Minimum agitation when punoyiog
13 Mechanical aeration
(73 Proven biological additives
Irrigation sprinkler 0 High pressure agitation M-11rrigate on dry days with little 01' 110 Wind
nozzles 0 Wind drift D Minimum recommended operating pressure
13 Pump intake near lagoon liquid surface
C3 Pump from second-stage lagoon
Storage tank or * Partial microbial 13 Bottom or midlev ading
basin surface decomposition C3 Tank covers
° Mixing while filling 11 Basin surface mats ofsolids
° Agitation when emptying 0 Proven biological additives nroxidants
/\M[}C November l|, 1996, page 2

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Settling basin surface • Partial microbial 0 Extend drainpipe outlets underneath liquid level
decomposition Cl Remove settled solids regularly
• Mixing while filling
• Agitation when emptying
Manure,slurry,or 0 Agitation when spreading 0 Soil injection of slurry/sludges
sludge spreader . Volatile gas emissions 0 Wash residual manure from spreader after use
outlets 0 Proven biological additives or oxidants
Uncovered manure, • Volatile gas emissions while 0 Soil injection of slurry/sludges
slurry,or sludge on drying 0 Soil incorporation within 48 hours
field surfaces O Spread in thin uniform layers for rapid drying
0 Proven biological additives or oxidants
Dead animals • Carcass decomposition 0 Proper disposition of carcasses
Dead animal disposal • Carcass decomposition 0 Complete covering of carcasses in burial pits
pits 0 Proper location/construction of disposal pits
Incinerators • Incomplete combustion 0 Secondary stack burners
Standing water • Improper drainage ['Grade and landscape such that water drains away
around facilities . Microbial decomposition of from facilities
organic matter
Manure tracked onto • Poorly maintained access M<Farm access road maintenance
public roads from roads
farm access
AMOC - November 11, 1996, page 3

Additional Information: Available From:
Swine Manure Management; .0200 Rule/BMP Packet NCSU, County Extension Center
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet NCSU—BAE
Swine Production Facility Manure Management: Pit Recharge—Lagoon Treatment; EBAE 1.28-88 NCSU—BAE
Swine Production Facility Manure Management: Underfloor Flush—Lagoon Treatment; EBAE 129-88 NCSU—BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83 NCSU—BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet NCSU—BAE
Controlling Odors from Swine Buildings;PIH-33 NCSU—Swine Extension
Environmental Assurance Program; NPPC Manual N.C. Pork Producers Assoc.
Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agricultural Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings Florida Cooperative Extension
AMOC- November 11, 1996, page 4

IM��� rm�rn �h���i��� �n^.'�_
�
. _- — _ -p_-__-.~.
Source Cause BMPs to Control Insects Site Specific Practices
Liquid Systems
Flush gutters Accumulation of solids 0 Flush system is designed and operated sufficiently
to remove accumulated solids from gutters as
designed
9V Remove bridging of accumulated solids at
discharge
Lagoons and pits 0 Crusted solids 03 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 to 8 inches
over more than 30 percent ofsurface
Excessive vegetative * Decaying vegetation R Maintain vegetative control along banks of
growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matteralong
water's edge on impoundment's perimeter,
Dry
Feeders Feed spillage 13 Design,operate,and maintain feed systems
(e.g.. bunkers and troughs) to minimize the
accumulation of decaying wastage
�
/=" CloauupxpiUugnonurontiocbunio (n.g.,7- to lO'
duyiotorval during summer; 15 to 30-duyioturvu|
during winter)
`

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
Feed storage Accumulations of feed 0 Reduce moisture accumulation within and around
residues immediate perimeter of feed storage areas by
ensuring drainage is away from site and/or providing
adequate containment (e.g.,covered bin for
brewer's grain and similar high moisture grain
products)
O Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed
Animal holding areas Accumulations of animal 0 Eliminate low areas that trap moisture along fences
wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal
91 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)
Dry manure handling Accumulations of animal O Remove spillage on a routine basis (e.g.,
systems wastes 7- to 10-day interval during summer; 15- to 30-day
interval during winter) where manure is loaded for
land application or disposal
O Provide for adequate drainage around manure
stockpiles
0 Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and manure
handling areas as needed
For more information contact:
Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC - November 11, 1996,page 2

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' 4. BLIZZAeb
(
e-Lhkl L|nIEP. Csmm�c)rA-nons `
Inside top length 419.0 feet ; Inside top width 219.0 feet
Top of dike at elevation 54.0 feet
Freeboard 0.0 feet ; Side slopes 3.0 : 1 ( Inside lagoon )
Total design lagoon liquid level at elevation 54.0 feet
Bottom of lagoon elevation 42. 5 feet
Seasonal high water table elevation 0.0 feet
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 419.0 219.0 11 . 50
AREA OF TOP
LENGTH * WIDTH =
419.0 219.0 91761 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
350.0 150.0 52500 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
384. 5 184. 5 283761 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
91761 .0 283761 .0 52500.0 1 .9
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 820376 CU. FT.
8203-74 cu.F-r,
- 66'7660 C0� �~�^
- FT ^ ��~3 � � �� -� � - ^-+ ^:) ^fC) C U %0 5

8. JhtjzzAp_D
/
CLA4 Li����� 00Mk �TATioms i
Inside top length 410.0 feet ; Inside top width 210.0 feet
Top of dike at elevation 54.0 feet
Freeboard 0.0 feet ; Side slopes 3.0 : 1 ( Inside lagoon )
Total design lagoon liquid level at elevation 54.0 feet
Bottom of lagoon elevation 44.0 feet
Seasonal high water table elevation 0.0 feet
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 410.0 210.0 10.00
AREA OF TOP
LENGTH * WIDTH =
410.0 210.0 86100 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
350.0 150.0 52500 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
380.0 180.0 273600 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
86100.0 273600.0 52500.0 1 .7
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 687000 CU. FT.

y`L,AV t-I VlCA- Cmw^�u � �� n
m �
/' �
Inside top lengt\ ( feet)------------------- 420.0
Inside top width ( feet)---------------------- 220.0
Top of dike elevation ( feet)----------------- 54.0
Bottom of lagoon elevation ( feet)------------ 44.0
Freeboard ( feet)----------------------------- 0.0
Side slopes ( inside lagoon)------------------ 3.0 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 420.0 220.0 10.0
AREA OF TOP
LENGTH * WIDTH =
420.0 220.0 92400 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
360.0 160.0 57600 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
390.0 190.0 296400 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
92400.0 296400.0 57600.0 1 .7
Total Designed Volume Available = 744000 CU. FT.
7 0 co c_u rT
— (c coo cL; Pr7
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C L Y L I VlIZ-9 �0 ry)P Lr-rA7r&'0m��
/
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Inside top length ( feet)-------------------- 410.0
Inside top width ( feet)---------------------- 210.0
Top of dike elevation ( feet)----------------- 54.0
Bottom of lagoon elevation ( feet)------------ 44.0
Freeboard ( feet)----------------------------- 0.0
Side slopes ( inside lagoon )------------------ 3.0 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 410.0 210.0 10.0
AREA OF TOP
LENGTH * WIDTH =
410.0 210.0 86100 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
350.0 150.0 52500 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
380.0 180.0 273600 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
86100. 0 273600.0 52500.0 1 .-�
Total Designed Volume Available = 687000 CU. FT.

NAME: HENRY BLIZZARD
COUNTY: LENOIR
TYPE OPERATION: 2940 FEED-FINISH
TOTAL REQUIRED VOLUME 595711 CU FT
TOTAL DESIGN VOLUME AVAILABLE 602748 CU FT
ESTIMATED:
VOLUME OF LAGOON EXCAVATION 17447 CU YDS
VOLUME OF EXCAVATION FOR CLAY LINER 1472 CU YDS
TOTAL EXCAVATION 18919 CU YDS
VOLUME OF PAD FILL 7417 CU YDS
VOLUME OF DAM 3942 CU YDS
TOTAL FILL 11359 CU YDS
CUT - FILL RATIO 1 .67 : 1
TOTAL VOLUME OF CLAY NEEDED 2111 CU YDS
TO LINE LAGOON --------
WHERE SP (SANDY) MATERIAL IS ENCOUNTERED OVEREXCAVATE
1 . 5 FEET AND BACKFILL WITH COMPACTED SC (SANDY CLAY)
MATERIAL.
TOP OF DAM ELEVATION 54.0
BOTTOM ELEVATION 44.0
BEGIN PAD ELEVATION 56.4
END PAD ELEVATION 56.8

�
5D. Volume of 25 year - 24 hour storm
Volume = 7.2 inches / 12 inches per foot * DA
Volume = 51660.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 97161 cubic feet
58. 0 cubic feet
5C. 50225 cubic feet
5D. 51660 cubic feet
TOTAL 199046 cubic feet
6. SUMMARY
Total required volume 595946 cubic feet
Total design volume avail . 602748 cubic feet
Min . req . treatment volume plus sludge accumulation 396900 cubic ft
At elev. 50.4 feet ; Volume is 400586 cubic feet (end pumping )
Total design volume less 25yr-24hr storm is 551088 cubic feet
At elev. 52.3 feet ; Volume is 545946 cubic feet (start pumping)
Seasonal high water table elevation 49.2 feet
7. DESIGNED BY: AW, - APPROVED BY:���
74-
. -
. '. - -
... ~_~ _- ^ .JL-__, �
DATE: :� jt �� j"�"f DATE: =- z«p-, 44-
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
) ^ ^

Operator : Blizzard County : Lenoir Date : 11 /23/92
Distance to nearest residence ( other than owner) : 1500 . 0 feet
1 . STEADY STATE LIVE WEIGHT
0 sows ( farrow to finish) x 1417 lbs . = 0 lbs
0 sows ( farrow to feeder) x 522 lbs . = 0 lbs
2940 head ( finishing only ) x 135 lbs . = 396900 lbs
0 sows ( farrow to wean) x 433 lbs . = 0 lbs
0 head (wean to feeder ) x 30 lbs . = 0 lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 396900 lbs
2 . MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 396900 lbs . SSLW x Treatment Volume (CF) /lb . SSLW
Treatment Volume ( CF) /lb . SSLW= 1 CF/lb . SSLW
Volume = 396900 cubic feet
3 . STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0 . 0 cubic feet ; "Owner requests no sludge storage .
Sludge will be removed as needed . "
4 . TOTAL DESIGN VOLUME
Inside top length 360 . 0 feet Inside top width 240 . 0 feet
Top of dike at elevation 50 . 0 feet
Freeboard 1 . 0 feet ; Side slopes 3 . 0 : 1 (Inside laqoon)
Total design lagoon liquid level at elevation 49 . 0 feet
Bottom of laqoon elevation 40 . 0 feet
Seasonal high water table elevation 44 . 0 feet:
Total design volume usinq prismoidal formula
SS/ENO1 SS/END2 SS /SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3 . 0 3 . 0 3 . 0 3 . 0 354 . 0 234 . 0 9 . 0
AREA OF TOP
LENGTH * WIDTH =
354 . 0 234 . 0 82836 . 0 ( AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
300 . 0 180 . 0 54000 . 0 ( AREA OF BOTTOM )
AREA OF MIDSECTION
LENGTH WIDTH * 4
327 . 0 207 . 0 270756 . 0 (AREA OF MIDSECTION - 4 )
CU . FT. _ [AREA TOP + ( 4*AREA MIDSECTION ) + AREA BOTTOM] DEPTH/6
82836 . 0 270756 . 0 54000 . 0 1 . 5
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 611388 CU . FT .

r-
S . TEMPORARY STORAGE REQUIRED
DRAINAGE AREA :
Lagoon (top of dike)
Length * Width =
360 . 0 240 . 0 86400 . 0 square feet
Buildings ( roof and lot water)
Length * Width =
0 . 0 0 . 0 0 . 0 square feet
TOTAL DA 86400 . 0 square feet
Design temporary storage period to be 180 days .
3A . Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0 . 00136
Volume = 396900 Lbs . SSLW * CF of Waste/Lb . /Day * 180 days
Volume = 96925 cubic feet
58 . Volume of wash water
This is the amount of fresh water used for washing floors or volume
of -fresh water used for a flush system . Flush systems that recirculate
the lagoon water are accounted for in 5A .
Volume = 0 . 0 gallons /day * 180 days storage/7 . 48 gallons
per CF
Volume = 0 . 0 cubic feet
3C . Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7 . 0 inches
Volume = 7 . 0 in * DA / 12 inches per foot
Volume = 50400 . 0 cubic feet

5D . Volume of 25 year — 24 hour storm
Volume = 7 . 2 inches / 12 inches per foot DA
Volume = 51840 . 0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A . 96925 cubic feet
5B . 0 cubic feet
5C . 50400 cubic feet
5D . 51840 cubic feet
TOTAL 199165 cubic feet
6 . SUMMARY
Total required volume 596065 cubic feet
Total design volume avail . 611388 cubic feet
Min . req . treatment volume plus sludge accumulation 396900 cubic feet
At elev . 46 . 4 feet ; Volume is 407728 cubic feet (end pumping)
Total desiqn volume less 25yr-24hr storm is 559548 cubic feet
At elev . 48 . 3 feet ; Volume is 554263 cubic feet (start pumping)
Seasonal hiqh water table elevation 44 . 0 feet
r
7 . DESIGNED BY : APPROVED BY :
DATE : � DATE
f
NOTE : SEE ATTACHED WASTE UTILIZATION PLAN

`
Operator:HENRY BLIZZARD County : LENIOR Date: 02/14/94
.
Distance to nearest residence (other than owner) : -?—?-feet
1 . STEADY STATE LIVE WEIGHT
0 sows ( farrow to finish) x 1417 lbs. = 0 lbs
0 sows ( farrow to feeder) x 522 lbs. = 0 lbs
2940 head ( finishing only ) x 135 lbs. = 396900 lbs
0 sows ( farrow to wean ) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 396900 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 396900 lbs. SSLW x Treatment Volume(CF) /lb. SSLW
Treatment Volume(CF) /lb. SSLW= 1 CF/lb. SSLW
Volume = 396900 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet SLUDGE ACCUMULATION NOT COMPUTED
AT OWNERS REQUEST. REMOVE SLUDGE
4. TOTAL DESIGN VOLUME AS NEEDED.
Inside top length 410.0 feet ; Inside top width 210.0 feet
Top of dike at elevation 54.0 feet
Freeboard 1 .0 feet ; Side slopes 3.0 : 1 ( Inside lagoon )
Total design lagoon liquid level at elevation 53.0 feet
Bottom of lagoon elevation 44.0 feet
Seasonal high water table elevation 49.2 feet
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 S8/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 404.0 204.0 9.00
AREA OF TOP
LENGTH * WIDTH =
404.0 204.0 82416 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
350.0 150.0 52500 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
377.0 177.0 266916 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
82416.0 266916.0 52500.0 1 . 5
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 602748 CU. FT.

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5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon ( top of dike)
Length * Width =
410.0 210.0 86100.0 square feet
Buildings ( roof and lot water)
Length * Width =
0 .0 0.0 0.0 square feet
TOTAL DA 86100.0 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 = 396900 Lbs. SSLW * CF of Waste/Lb. /Day * 180 days
Volume = 97161 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 50225.0 cubic feet

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NAME: HENRY BLIZZARD
COUNTY: LENOIR
TYPE OPERATION: 2940 FINISH
TOTAL REQUIRED VOLUME 595946 CU FT
TOTAL DESIGN VOLUME AVAILABLE 602748 CU FT
ESTIMATED:
VOLUME OF LAGOON EXCAVATION 15565 CU YDS
VOLUME OF EXCAVATION FOR CLAY LINER 4474 CU YDS
TOTAL EXCAVATION 20039 CU YDS
VOLUME OF PAD FILL 7172 CU YDS
VOLUME OF DAM 4179 CU YDS
TOTAL FILL 11351 CU YDS
CUT - FILL RATIO 1 .37 : 1
TOTAL VOLUME OF CLAY NEEDED 4940 CU YDS
TO LINE LAGOON ---------
WHERE SM (SANDY) MATERIAL IS ENCOUNTERED OVEREXCAVATE
1 . 5 FEET AND BACKFILL WITH COMPACTED SC (SANDY CLAY)
MATERIAL.
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Jperator:HENRY BLIZZARD County : LENOIR Date: 11/25/94
Distance to nearest residence (other than owner) : feet
1 . AVERAGE LIVE WEIGHT (ALW)
0 sows ( farrow to finish) x 1417 lbs. = 0 lbs
0 sows ( farrow to feeder) x 522 lbs. = 0 lbs
2940 head (finishing only ) x 135 lbs. = 396900 lbs
0 sows ( farrow to wean ) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
Describe other : : 0
Total Average Live Weight = 396900 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 396900 lbs. ALW x Treatment Volume(CF) /lb. ALW
Treatment Volume(CF) /lb. ALW = 1 CF/lb. ALW
Volume = 396900 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
SLUDGE ACCUMULATION NOT COMPUTED
Volume = 0.0 cubic feet AT OWNERS REQUEST. REMOVE SLUDGE
AS NEEDED.
4. TOTAL DESIGNED VOLUME
Inside top length ( feet)--------------------- 410.0
Inside top width ( feet)---------------------- 210.0
Top of dike elevation ( feet)----------------- 54.0
Bottom of lagoon elevation ( feet)------------ 44.0
Freeboard ( feet)----------------------------- 1 .0
Side slopes ( inside lagoon )------------------ 3.0 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 404.0 204.0 9.0
AREA OF TOP
LENGTH * WIDTH =
404. 0 204.0 82416 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
350.0 150.0 52500 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
377.0 177.0 266916 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
82416.0 266916.0 52500.0 1 . 5
Total Designed Volume Available = 602748 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon ( top of dike)
Length * Width =
410.0 210.0 86100.0 square feet
Buildings ( roof and lot water)
0 .0 square feet Describe this area.
TOTAL DA 86100.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal . /day per 135 lb. ALW 1 .37
Volume = 396900 lbs. ALW/135 lbs. ALW * 1 .37 gal/day 180 days
Volume = 725004 gals. or 96925.7 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 50225.0 cubic feet

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5D. Volume of 25 year - 24 hour storm
Volume = 7.2 inches / 12 inches per foot * DA
Volume = 51660.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 96926 cubic feet
5B. 0 cubic feet
5C. 50225 cubic feet
5D. 51660 cubic feet
TOTAL 198811 cubic feet
6. SUMMARY
Temporary storage period====================> 180 days
Rainfall in excess of evaporation===========> 7.0 inches
25 year - 24 hour rainfall==================> 7.2 inches
Freeboard===================================> 1 .0 feet
Side slopes=================================> 3.0 : 1
Inside top length===========================> 410^0 feet
Inside top width============================> 210`0 feet
Top of dike elevation=======================> 54.0 feet
Bottom of lagoon elevation==================> 44.0 feet
Total required volume=======================> 595711 cu. ft. *
Actual design volume========================> 602748 cu. ft. *
Seasonal high watertable elevation (SHWT)===> 48. 5 feet
Stop pumping elev.==========================> 50.4 feet *
Must be > or = to the SHWT elev.==========> 48. 5 feet
Must be > or = to min . req . treatment el .=> 50.0 feet
Required minimum treatment volume===========> 396900 cu. ft.
Volume at stop pumping elevation============> 398392 cu. ft.
Start pumping elev.=========================> 52.3 feet *
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 551088 cu. ft.
Volume at start pumping elevation===========> 545946 cu. ft.
Required volume to be pumped================> 147151 cu. ft. *
Actual volume planned to be pumped==========> 147554 cu. ft. *
Min . thickness of soil liner when required==> 1 . 5 feet
7. DESIGNED BY: --'-- �4��V N. o- APPROVED BY:
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,A-.
DATE: WzP4-; DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS: