470003_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: 47-0003 Certificate Of Coverage Number: AWS470003
2. Facility Name: Upchurch&Willis/C&M Farm
3. Landowner's Name(same as on the Waste Management Plan): Wayne Willis
4. Landowner's Mailing Address: 705 McDonald Ave
City: Raeford State: NC Zip: 28376
Telephone Number: 910-818-7016 Ext. E-mail: [e-mail]
5. Facility's Physical Address: 460 Peck Ln
City: Raeford State: NC Zip: 28376
6. County where Facility is located: Hoke
7. Farm Manager's Name(if different from Landowner): Wayne Willis
g• Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write"None"): Murphy-Brown LLC
10. Operator Name(OIC): Clarence W.Willis Phone No.: 910-875-2015 OIC#: 18335
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-Wean to Feeder 3,552
Operation Types:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name Built Unknown) (Cubic Feet) (Square Feet) (Inches)
47-03 2 / C O.u 11 a 1 2 8 0 Lo 101
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:
I. The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
• b. A map of every field used for land application(for example:irrigation map)
.C. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
• f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5: Odor Control Checklist with chosen best management practices noted
•6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
•7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
' 8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g.composting,digesters,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

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)
47-03 Z $ 9 C a 11-s I bo 2$ 10 kp 1
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),sinned by the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
' b. A map of every field used for land application(for example:irrigation map)
C. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
•4. Insect Control Checklist with chosen best management practices noted
•5: Odor Control Checklist with chosen best management practices noted
•6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
•7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g.composting,digesters,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]
I

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*1000 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,sig ature should be by a principal executive officer of the corporation):
Name: t' �� 1 �: Title:
Signature: Date: J� `
Name: / U,, Title: -�h
Signature: Date: 2-cl 1 1
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ DWR z;
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

ROY COOPER
MICHAEL S.REGAN
Secrrrory "
LINDA CULPEPPER NORTH CAROLINA
f ayfor Environmental Quality
February 27,2019
Wayne Willis
Upchurch&Willis/C&M Farm
705 McDonald Ave
Raeford,NC 28376
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://deg.ne.gov/about/divisions/water-resources/water-auali -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 anplication form must be completed signed and returned by April 3, 2019.
Please note that you must include one (1) 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,
A J�_�
Jon Risgaard,Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc(w/o enclosures): Fayetteville Regional Office,Water Quality Regional Operations Section
Hoke County Soil and Water Conservation District
AFOG Section Central Files-AWS470003
Murphy-Brown LLC
D � North Carolina Department of Environmental Quality I Dmisian of Water Resources
512 N.Salisbury St.1 1636 Mail Servioe Center I Raleigh,North Carolina 276994636
^�= "� 919.707.9000

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) qlo'
EMERGENCY MANAGEMENT SERVICES (EMS)
SOIL AND WATER CONSERVATION DISTRICT (SWCD)
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) to 91 4 - g Y
COOPERATIVE EXTENSION SERVICE (CES) Qfu- 97s-- 34t 1
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: a I © — 3 33 —2-"16 O
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: C faYLIo�
b. Phone: q lD " 4 k —
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)
I
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(,")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
t0

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 (4 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.
Akb 4
downer Signature)
For more information contact the Cooperative Extension Service, Department of Entomology, Box
7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC-- November 11, 1996
11

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BMP's o Minimize Odor Site Specific Practices
_Farmstead Swine production ( )Vegetative or wooded buffers:
( Recommended best management
practices;
( )Good judgment and common sense
Animal body Dirty manure Wry floors
surfaces covered animals
Floor surfaces Wet manure-covered ( )Slotted floors;
floors ()Waterers located over slotted floors;
( )Feeders at high end of solid floors;
(,/)Scrape manure buildup from floors;
( )Underfloor ventilation for drying
Manure collection Urine (;)Frequent manure removal by flush,pit
pits recharge or scrape
Partial microbial ( )Underfloor ventilation
decomposition
Ventilation Volatile gases ( )Fan maintenance;
exhaust fans Dust ()Efficient air movement
Indoor surfaces Dust ( )Washdown between groups of animals
( )Feed additives;
( )Feeder covers;
(14Feed delivery downspout extenders to
feeder covers
Flush Tanks Agitation of recycled( )Flush tank covers
lagoon liquid while tanks ( )Extend fill lines to near bottom of tanks
are filling with anti-siphon vents
Flush alleys Agitation during waste (4)Underfloor flush with underfloor
water conveyance ventilation
Pit recharge Agitation of recycled( Extend recharge lines to near bottom of
points lagoon liquid while pits pits with anti-siphon vents
are filling
Lift stations Agitation during sump ( )Sump tank covers
tank filling and drawdown
Outside drain Agitation during waste ( )Box Covers
collection or water conveyance
junction boxes
End of drain Agitation during waste ( )Extend discharge point of pipes
pipes at lagoon water underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions (V,)Proper lagoon liquid capacity
Biological mixing (VICorrect lagoon startup procedures
Agitation (,/)Mini��um surface area-to-volume
ratio(/)Minimum agitation when
pumping
( )Mechanical aeration
( )Proven biological additives
Irrigation sprinkler High pressure agitation (✓)Irrigate on dry days with little or no wind
nozzles Wind draft (V Minimum recommended operation pressure
(d�Pump intake near lagoon liquid surface
( )Pump from second-stage lagoon
AMOC--November 11, 1996
12

Storage tank or Partial microbial ( )Bottom or midlevel loading
basin surface decomposition Mixing while ( )Tank covers
filling Agitation when emptying( )Basin surface mats of solids
( )Proven biological additives or oxidants
Settling basin Partial microbial decom- ( )Extend drainpipe outlets underneath liquid
surface position Mixing while filling level
Agitation when emptying ( )Remove settled solids regularly
Manure,slurry or Agitation when spreading ( )Soil injection of slurry/sludges
sludge spreader Volatile gas emissions ( )Wash residual manure from spreader after use
outlets ( )Proven biological additives or oxidants
Dead animals Carcass decomposition ( Proper disposition of carcasses
Dead animal Carcass decomposition ( )Complete covering of carcasses in burial pits
disposal pits ( )Proper location/construction of disposal pits
Incinerators Incomplete combustion ( )Secondary stack burners
Standing water improper drainage ()Farm access road
around facilities maintenance Microbial decomposition of away from
taglities matter
_Manure tracked Poorly maintained access ( 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 (4/pe�rtain to this operation. The landowner/ integrator agrees to
use sound judgment in applying odor control measures as practical.
I certify the aforementioned odor control Best Manageme t Practices have been
reviewed with me.
(L n caner Signature)
13

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

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
f
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
j 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
f
l

• 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

t
• 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.
i
7

� r
CARROLL'S FOODS, INC.
P. O. Drawer 856
WARSAW, NORTH CAROLINA 28398 '
FACILITY DESIGN AND
WASTE MA4AGEM-8-.NT PLAN
FARM
NAME OR NUMBER �, T
FARM DESCRIPTION o
LOCATION
COMPANY FARM �O
CONTRACT GROWERP�>

Numsm
p � 1Y FORT BRAGG
NOUETHAN.
s'.. . POND
o .'•- � � go-
AJ"Y 11 al
4a y _E N x Alm
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' im ` . MILITARY RESERVATION 'r
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� u ♦ � t7tf - _.
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r1L
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/ [�

fU:,; S. ,Department of Agriculture NC-ENG-34
: Soil Conservation Service September 1980
File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner County kc -e_.
Community or Group No. Conservation Plan No.
Estimated Depth of Water to Top of Dam Ft. Length of Flood Pool Ft.
Date of Field Hazard Investigation
Evaluation by reach of .flood plain, downstream.to the point of estimated minor effect
from sudden dam failure.
Est. .E ev. st. evation
Kind of :Improvements: of Breach
Reach: Length: Width: Slope:, Land Use Improvements Above :Floodwater Above
Flood Plain: Flood Plain _
Ft. Ft. % n Ft. Ft.
2 .
3 .
Describe potential for .loss of life and damage to existing or probable future downstream
improvements from a sudden breach p D
Q O's O
Hazard Classification of Dam (a, b, c) (see NEM-Part 520.21)
Dam Classification (I, II, III,, IV, V)
Byp. G►.,. S �.�• 1 o-c�,. . Date
name) (title
Concurred � Date
n me t e
NOTE: 1. Instructions on reverse side.
-2. Attach additional sheets as needed. „ .

FEE 14 ' 94 15 : 12 FROM USDA SCS FAY. NC PAGE . 002
U. S. DOARtKNT bF AGRICULTURE
' NC-fiNG-538 SOIL CONSERVATION SERVICE
Rev. 1-93
SOIL- INVESTIGATION OF WASTE.MA1tgGc"t1ENT 5YSTEM SITE
SWCD f�K
NAME EhtllG COUNTY 99+K
DATE / ` FIELD OFFICE
: I l
I
Location sketch 6 -614
6
Depth 2 3 4
(ft.) 1
3M S k
G 0
1 - 2 ,SM SM S
sAA
-
5
3 - 4 S 6�
s#A
4 - 5 OK M
5 - 6 !IgASM
r Sh t' spa x `SP`'1
b - 7 :0k Cr S✓�
;::{ C•„ Ski®5G SM
2 " 6 g cvi4 .5
s - 5
sue.
9 - 10 ,E
bµ .5P•5M .51�
S � I
I
12 - 13 7
13 - 14
Name and Title
Test Method i��
,eov 88p

'.,FEB, 1,4 194 15 : 13 FROM USDA SCS FAY. NC PAGE . 003
.eft
,
r TYPES OF YATVJK eWJMM Di
y ,
LIU= UASS71CATIM
j 61i - well graded gravels; gravel, sand nix .SC -clayey sands; sand-clay mixtures
6P - Poorly rlraded gravels ML - Silts; silty, V. fine sands sandy or clayey silt
f cL - Clays of low to
5M - Silty gravels-, 5ravel-saod-silt mix h plasticity
high
5C - Clayey gravels, gravel-sand-clay mix Cti - Inorganic clays o of high plasticity
Su - Well graded Mandst sand-oravel mix !tli - lactic silts^ .
Sp - poorly graded sands OL - Organic silts and silty clays, low plasticity
sit - Silty sands OH - organic clays, medium to high plasticity
1. Suitable material for waste treatment lagoon available ? Yes No
REMARKS r a-S o u-r,
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UNITED STATES SOIL FEDERAL BUILDING
DEPARTMENT OF CONSERVATION 122 WEST ELWOOD AVENUE, Rm. 202
AGRICULTURE SERVICE RAEFORD, NORTH CAROLINA 28376
Telephone: [phone]
..........._ D e c emb e r 8 , 19 9 3
Wayne Willis
Tarheel Turkey Hatchery
P .O . Box 150
Raeford, N.C . 28376
Mr . Willis
111i' letter i zn follow-up to the site investigation for a--,swine
operation on two of the company farms . I have enclosed a copy of the
soils borings for the first site we visited. Per our discussion at the
site, there are two major concerns. regarding local ordinances that need
to be addressed before a seine operation can be placed there.
The first and probably most significant is the possibility of a one mile
planning limit outside the city limits of Raeford, you would need to
check with local officials and get something in writing that you are, or
are not in compliance with local rules . The second area of concern, is
that any aspect of the lagoon or buildings shall be greater than 200
feet from the nearest property line . There is also a third requirement
which is a Soil Conservation Service requirement and that is that the
lagoon, be greater than 750 feet from any dwelling other that a Tarheel
Hatcheey. owned dwelling .
After .complying with these rules we- would be .glad toyassist with the
swine operation, to the extent that, we are able te\. As you know since
Tarheel Hatchery is going with a contract grower operation, our
assistance is limited.
If there are any questions that you have, or anything we can assist you
with please give me a call at the above number or if you can' t reach me
there, try at the Fayetteville number which is 910-484-8479.
Sincerely,
iF V:)
CL
David Faircloth
Soil- Conservation Service
I I
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,. F�ovi.si�'ls
id
i try m-4 .k9�.
�4te coal paroductican of poultry, poLatxy �, and swine is
allowed by this Ordinance, along with any outer traditionally
agricultural activity. tbmver, there are a xxugh industrial-type
dmraateri.stics with adverse impacts on adjoining residential property
that certain recommendations and setbacks are deemed appropriate,
including:
A. The operation includes use of a dual. burner incinerator, or other
state of the .art technology, two minimize mtd,.e and odor;
B. - ...A 200_-feet -,.setbac ...f:=:.Z'U:: ty lines;:...:..:..::.
C. A 500 feet minim= eetback. from: •anY =Sic6ertce,
retirement home, or, any principal building with any
other permitted car conditional use or nearby or ja3ning lots; and
D. A mininum 500 feet setback f m to street- or hi ' , y xi.c t-of-way
and Bill any zoning district boundary line.
E. No principal building associated with any permitted or ccnditinnal
use .should be oonstn� closer .than 500 feet any building used
for the housing or feeding of swim or poultry.
7,14 Perform
This zoning Ordinance permits specific uses in specific"distri is
these antmnce standards are designed to limit, restrict,�-�, and
prohibit the effects of those uses outside their,permises or district as
authorized in the General statutes, of North Carolina Chapter . 153A,
Sections 128 and 133. ALL stnmtures, land, air, and waters shall
hereafter, in addition to their use, site, sanitary, floodl,and, and
regulations, ocmply with the following performance standards:
A. FYre and Ex»lasive Hazaxd5
All activities involving the matufachuxing, utilization,
processing, or storage of infla�ble and- ive.�t•�� Shan
be provided with adequate safety devices against the hazard of fire
and explosion and with adequate fire-fighting and fire-suppression
equipment and devices that are standard in the industry. use
activities shall be . prohibited ..in residential areas except as
incidental . to noLmol residential use. All materials that range
from active to intense burning shall be uenufactured, utilized,
used, and stored in c atrpl.etely enclosed buildings which have
incombustible exterior walls and an automatic fire extinguishinig
system. The above-guruuzu3 storm capacity of materials that
produce flammable or explosive vapors shall not ewoeed the
folla�ing:
40

Operator:WYATT UPCHURCH County: HOKE Date: 02/18/94
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
0 head (finishing only) x 135 lbs. = 0 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
3552 head (wean to feeder) x 30 lbs. = 106560 lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 106560 lbs
2 . MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 106560 lbs. SSLW x Treatment Volume(CF) /lb. SSLW
Treatment Volume(CF) /lb. SSLW= 1 CF/lb. SSLW
Volume = 106560 cubic feet
3 . STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0. 0 cubic feet
4 . TOTAL DESIGN VOLUME
Inside top length 305 . 0 feet ; Inside top width 100. 0 feet
Top of dike at elevation 47. 2 feet
Freeboard 1. 0 feet ; Side slopes 3 . 0 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation 46 . 2 feet
Bottom of lagoon elevation 36. 2 feet
Seasonal high water table elevation 41. 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 .299 . 0 94 . 0 10. 00
AREA OF TOP
LENGTH * WIDTH =
299 . 0 94 . 0 28106 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
239 . 0 34 . 0 8126 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
269 . 0 64 . 0 68864 (AREA OF MIDSECTION * 4)
CU. FT. = AAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMII * DEPTH/6
28106 . 0 68864 . 0 8126 . 0 1.
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 175160 CU. FT.

5 . TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
305 . 0 100 . 0 30500. 0 square feet
Buildings (roof and lot water)
Length * Width =
0 . 0 0. 0 0. 0 square feet
TOTAL DA 30500. 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 = 106560 Lbs. SSLW * CF of Waste/Lb. /Day * 180 days
Volume = 26086 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 recirculatc
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 = 17791.7 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7 . 0 inches / 12 inches per foot * DA
Volume = 17791. 7 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 26086 cubic feet
5B. 0 cubic feet
5C. 17792 cubic feet
5D. 17792 cubic feet
TOTAL 61669 cubic feet
6 . SUMMARY
Total required volume 168229 cubic feet
Total design volume avail. 175160 cubic feet
Min. req. treatment volume plus sludge accumulation 106560 cubic fE
At elev. 43 . 5 feet ; Volume is 107633 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 157368 cubic feet
At elev. 45. 5 feet ; Volume is 156059 cubic feet (start pumping)
Seasonal high water table elevation 41. 0 feet
7 . DESIGNED BY� k.,�j"-A�PPROVED BY:
DATE: ` ��-Cl DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

6
a
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
Clearing:
All trees and brush shall be removed from the construction area
before any excavating or fill is started. Stumps will be removed
within the area of the foundation of the embankment and fill areas
and all excavated areas. All stumps and roots exceeding one (1)
inch in diameter shall be removed to a minimum depth of one (1)
foot. Satisfactory disposition will be made of all debris. The
foundation area shall be loosened thoroughly before placement of
-embankment m erial. Lagoon site (and pad site if needed) to be` -
stripped of topsoil (311) and stockpiled for use on dike and pad
slopes (2-311) . The topsoiling quantity is in excess of amounts
specified on page one (1) .
Cut-off Trench:
---------------
A cut-off trench (when specified) shall be installed as shown in
the plans.
Construction:
-------------
Construction of excavated and earthfill areas shall be performed to
the neat lines and grades as planned. Deviations from this will
require prior approval of the SCS. Earthfill shall be placed in
max. of 6" lifts and not placed in ,Standing water. Compaction shall be
performed by the construction equipment or sheeps-foot roller during
placement. The embankment of the lagoon shall be installed using
the more impervious materials. Construction of fill heights shall
include ten (10) percent for settlement. To protect against seepage,
when areas of unsuitable material are encountered, they will need to
be excavated a minimum of w grade and backfilled and
compacted with a SCS approved mate ia . (ie-CL,SC,CH) . Refer to the soil
investigation information in the pl ns for special considerations.
Precautions should be taken during c struction to prevent excessive _
erosion and sedimentation. (
Vegetation
All exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible after
construction according to seeding specifications sheet.

SEEDING RECOMMENDATIONS
-----------------------
AREA TO BE SEEDED: 2 . 0 ACRES
USE THE SEED MIXTURE INDICATED:
S. FESCUE GRASS S 60 LBS. /ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30
_ 0 LBS. 'PENSACOLA' BAHIA GRASS S 60 LBS./ACRE ; 4:
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 30
/ 0 LBS. HULLED BERMUDA GRASS S 8 LBS. /AC.
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
60 LBS. RYE GRAIN S 30 LBS. /ACRE (NURSERY FOR FESCUE)
0 LBS. RYE GRASS S 40 LBS. /ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
2000 LBS. OF 10-10-10 FERTILIZER (1000 . LBS. /ACRE)
4 TONS OF DOLOMITIC LIMt (2 TONS/ACRE)
200 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
-SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH -T
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS. /ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

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>,h.pp `y�`{aq�+�t �`}}y 1�r :+� �f( sA`„d•, ' ��;t.� ✓ .s' `4ak's�'ryr t i S`-I A?1'r�d'"gr N'cY i{s' n++: .rt; ��{1� i1t � .Y
fCCi`}v!
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r-};L � Y.".:t�Fth�af2Try�g.•., y, .t ..:��....x��itL. 7b�i�?5'^y` - r}..,

- Attachment B
E, Page 1 of 3
North Carolina Agricultural Extension Service
ACrIAj_
bL " WasteManagem' ent
Biolog�and Agrictttural Engincering North C=zi=State U=iv�
SdRF=C, ARAL=- AID Ca T_ UI 3• 03
OF LAM AM11-T ICA=011 BASS
James C. B=ker*
I_ c AxFt.F CD i4
A.. Semi-Solid Lot Hanure
i. Scraped directly from lot into spreader
a. From loaded spreader, colt ecn about. 2 lbs of --.!Te from
dime-tat locations using nonmetall.i c. col.lec,ars.
i - From storage
a. Collect about 2 lbs of manure f±-om under the sz=-Eace crust.
avoiding bedding materials and using noamerallic collectors.
B. Liquid Hama Slur_7
Under-slotted-floor pit
a. Extend a 1/2" nonmeral?is conduit open on both ends into
manure to pit floor.
b. Seal upper end of conduit (e.g. , by placing a thumb over end
of conduit) '-apping manure that has enterad lower end, remove
and empty slurry into plastic bucket or norrsetali{c container.
c. Take subsamples --":-am 5 or more locations or at least 1 quoin.
d. Hie and add about 3/4 pint to nonmetal?ic satzple container.
i3.- Fxterior storage basin or, rank
a. Hake sure manure has been well mixed with a liquid =zm=e
chopper-agitator pump or propeller agr:ator.
b. Take subsamplas -'--am about 5 pi= locations, from agitator pump
or from manure spreader and place in a plasv c bucket.
* Professor and Ex-ension Specialist, Biological and Agric•.i7.='=a.l Engineering
Dep2r- =ent, Nor=h Carolina State University, Raleigh, NC.

Attachment B
Page 3 of 3
II. SA227 v PREPARATION AND TRANSF
A. Place sample into an expandable container that can be sealed. Rinse
residues from container with clean water but do not use disinfectants,
soaps, or treat in any other way.
B. Pack sample in ice, ref=igerate, freeze, or transfer to lab quickly.
C. Hand-delivery is most reliable way of sample transfer.
D. If mailed, protect sample container with packing material such as
newspaper, box or package with wrapping paper, and tape.
E. Commercial sample containers and mailers are also available. Contacts:
i. A&L Eastern Agricultural Lab, Inc. iii. Polyfoam Packers Corp.
7621 Whitepine Road 2320 S. Foster Avenue
Richmond, VA Z3237 Wheeling, IL 60090
Ph: [phone] Ph: [phone]
ii. Fisher Scientific Co. iv. NASCO
3315 Winton Road 901 Janesville Avenue
Raleigh, NC 27604 Fort Atkinson, WI 53538
Ph: [phone] Ph: [phone]
F. Private analytical labs are available, but sample analyses are costly.
G. The NCDA provides this service for North Carolina residents.
i. Address: North Carolina Department of Agriculture
Agronomic Division
Plant/Waste/Solution Advisory Section
Blue Ridge Road Center
P.O. Box 27647
Raleigh, NC 27611
Ph: [phone]
Attn: Dr. Ray Campbell
ii. Forward $4 along with the sample.
iii.. Include the following identification information with sample:
a. Livestock species (dairy, swine, turkey, etc. )
b. Livestock usage (swine-nursery, finishing:. turkey-breeders,
brooderhouse, grower, number flocks grown on litter; etc.)
c. Waste type (dairy-lot scraped manure, liquid slurry; swine-pit
slurry, lagoon liquid, sludge; broiler-house litter, stockpile
iv. Routine analyses performed on all samples: N, P, K, Ca, Mg, Na,
S, Fe, Hn, Zn, Cu, B
v. Additional analyses performed upon request: DH, 21o, Cd, Ni, 2b

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TYPICAL VIEW OF A ONE-STAGE LAGOON SYSTEM
p e.YrcJ� •
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56.3s
4T.42 6.65
47.09 47.0 48.65
--------------------------------------------------------------------------------------------------------------------------------------------................--------- 47 IS
----------------------------------------------------------------------------------------------------------------------------------------
------------------------------------------------------------------......------------------------------------ 36.15
QL 1,.Co�.l�
..........---------------------------------------------------------------------------------------- ........
..................................................................................................................................................
47. S
........................................................................... .........................................................................................
4
40.26
• 45.15
37.06
Plot of all data for the surface:
Balanced
Project: WYATT UPCHURCH
Drawing: REVISION2
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitework

Daulight erimeter
........................................... ................ ........................... ------------------------------------------------- ------------------- 47 15
..................................................................................... ................ .............................. .............
47.1
...............................................................................................................
....................................................... .........................
................................................................ ..................................................................\....
----------
.............................................................................................................................................................. ..............
Plot of the contour data for the surface:
Balanced
Project: WYATT UPCHURCH
Drawing: REVISION2
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitework

Dayli htiter "4
55.35
IQ
• 6.65
47.0 48.65
43.75
47.15 47.1
36.15 36.15
36.15 36.15
47.15 47. 5
4 4&15
48.25
45.15
37.05
Plot of the sloping lines for the surface:
Balanced
Project: WYATT UPCHURCH
Drawing: REVISION2
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitework

15
47.05
47.09
Plot of the .sloping lines for the surface:
Balanced
Project: WYATT UPCHURCH
Drawing: REVISION2
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitework

Dayli ht iter
55.35
Aff.as
•
6.6s
-4!7 AQ
47*
07 48.65
43w-76--------------------------------------------------------------- •------------------------------------ ...............................................
........ 47 16
.................................................................................................. .................................
............................. ........................................................................
............................... ......... ...................................................
3,3 1"
-----------------------------------------...... ..................... ....................
4.-t. 5
................... -------------------------------------------------------.........................................................................--------------
4 .41EF,.1.6
40 25
•37.05
4S.iS
WYATT UPCHURCH: REVISION2: Balanced 18 FEE 94 3:26 PM

60.00
Proposed
55.00 ............................................................... ...................................................
............................... .......................................................................................................................................
Balanced
50.00 ........—.......................................................................................................................................................................................................................................................................................... ..................
It
45.00 .......................... ..................................... ............................................... ................................... . ...........................................................................................................................................................................
40.00 .......... . ......... ............................ .................................................................................................. .............. .......................... .................................. ................................................. .........
35.00
(377.86,311.40) <355.47> (372.35,666.83)
WYATT UPCHURCH: REVISION2 18 FEB 94 3:26 PM

Daylight ggi"ter
r
CIE 52.00
CIE 49.60 An 55.20
046.50
CIE 44.80 CIE 46.80 X47.50
48.50
69*0 CIE 43.10 X44.80 CIE 48.40
43.40 X 42. 1 S5P )K t,40rpa 20 31E 45.70
�
4 •�.00
40.10
31 35.50 45.00
36.90
Plot of all data for the surface:
Existing
Project: WYATT UPCHURCH
Drawing: REVISION2
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitework

Orientation: -46.0 Z Magnification: 6.0 Inclination: 20.0
6 0.0 0,........ v
66.00"
45.00,
40.00
Lower Left 3D Mesh Surface
30 Mesh Surface
Existing
Project: WYATT UPCHURCH
Drawing: REVISION2
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared bg: using Sitework

Orientation: -45.0 Z Magnification: 6.0 Inclination: 20.0
11111��JV .60.00...
\\\, t /
55.00 ............. \,� ,\ \......
56.00 ........... \ \
45.00 \,1\,` \\�
1,it111111111111 ili�i�� ll�^
40.00........ ��\1111�11111 111111111 11111 \� ._
..........
� 11111111 `\lililll ��� ��� \\\\�\\�``�'�..
35.90 .....
rA,\�
Lower Left 3D Mesh Surface
30 Mesh Surface
Balanced
Project: WYATT UPCHURCH
Drawing: REVISION2
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitework

Fill shrink/swell percent: 20. 00 Cut shrink/swell percent: 0. 00
Iterating to balancing within 10. 0 cubic yards. . .
delta Cut Fill CUT - FILL
0. 00 5226.89 5226.76 0. 13
0. 00 5454. 14 4806.48 647. 66
-0. 00 5454. 19 4806.39 647.80
0. 15 5221.86 5236.45 -14.59
0. 15 5226.85 5226.83 0. 02
Raise "Proposed" by 0. 15 feet.
New surface called "Balanced" has been created.
----------------------------
Project: WYATT UPCHURCH
Drawing: REVISION2.
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitework
----------------------------

AM MENDED PLAN
WETTABLE ACRE PLAN
FARM # --------- C & M FARM
TYPE FA ---- 3552 WEAN TO FEEDER
C TY--------- HOKE
DATE-------------- 11/06/ 000

Page 1 PLAN AMENDMENT
WASTE UTILIZATION PLAN
------------------------
Producer-----:WYATT UPCHURCH County: HOKE
Name of Farm-:C & M FARM
Location-----: 1140 EAST CENTRAL AVE
RAEFORD, NC 28376
Phone--------: 910 875-2015
Type Operation-------------: WEAN-FEED
Number of Animal-----------: 3552
Storage Structure----------: Anaerobic Lagoon
Method of application------: Irrigation
Amount of waste per produced ear--_------_
p p Y -----: 1500 tons/year
Amount of plant available N (PAN) produced/year-: 1705 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 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
10 tons per acre per year providing that adequate filter
strips are established.
4 . Do not apply waste on saturated soils, when it is raining, or
i when the surface is frozen. Either of these conditions may
in runoff to the surface waters which is not allowed under DWQ
E regulations.
5. Wind conditions should also be considered to avoild drift and
downwind odor problems.
6 . To maximize the value of the nutrients for crop production and
to reduce the potential for pollution, the waste should be
applied to a growing crop or applied not more than 30 days
prior to planting a crop or forages breaking dormancy.
Injecting the waste or disking will conserve nutrients and
reduce odor problems.
I
I
i

Page 2
This plan is based on the waste application method shown above. If
you choose to change methods in the future, you need to revise
this plan. Nutrient levels for different application methods are
not the same.
The estimated acres needed to apply the animal waste is based on
typical nutrient content for this type of facility. 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 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.

Page 3
YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING:
Tract Field Soil Crop Yield Lbs. N Lbs. N Month to
No. No. Type Code /Acre Unit Acres Used Apply
----- ---------- ---------- ------ ----- -------- ----- ------ --------
----- ---------- ---------- ------ ----- -------- ----- ------ --------
1257 1 CANDOR K N/A 50 . 00 371. 5 S-APRIL �©
1257 1 CANDOR B 4 . 2 50. 00 7 . 4 1560. MAR-OCT7,40
1257 2 CANDOR K N/A 50. 00 370 S-APRIL
1257 2 CANDOR B 4 . 2 50. 00 7. 4 1554 MAR-OCT
----- ---------- --------- ------ ----- ----- ----- ------ -------
Total 14 . 8 3856
Available Nitrogen (includes commercial) 1705
Surplus Or Deficit -2151
Crop codes: Crop-unit
---------------------
---------------------
A=Barley-bu. K=Small grain(graze) -acre
B=Bermudagrass (graze) -tons L=Small grain(hay) -acre
C=Bermudagrass (hay) -tons M=Sorghum(grain) -cwt.
D=Corn(grain) -bu. W=Wheat-bu.
E=Corn(silage) -tons Y=Fescue (pasture) -tons
F=Cotton-lbs. lint Z=Bermudagrass(pasture) -tons
G=Fescue(graze) -tons O=Soybeans-bu.
H=Fescue(hay) -tons R=Matua(graze) -tons
I=Oats-bu. U=Millet(graze) -tons
J=Rye-bu.
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.
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 to let small grain to reach maturity, especially late in
the season (i.e. April or May) . Shading may result if small grain
gets too high and this will definitely interfere with stand of
bermudagrass. This loss of stand will result in reduced yields and
less nitrogen being utilized. Rather than cutting small grain for
hay or silage just before heading as is the normal situation, you
are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the
season, depending on 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.

Page 4
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 , filter strips along ditches, odd
areas unable to be irrigated, and perimeter areas not receiving
full application rates due to equipment limitations. Actual total
acres in the 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 provision 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 256 lbs, of plant available
nitrogen per year in the sludge.
If you remove sludge every 5 years, you will have approximately
1279 lbs. of PAN to utilize. assuming you apply this PAN to
hybrid bermudagrass hayland at the rate of 300 lbs. of nitrogen
per acre, you will need 4 acres of land. If you apply the
sludge to corn at the rate of 125 lbs. of nitrogen per acre, you
will need 10 acres of land. Please be aware that these are
only estimates of the PAN and land needed. Actual requirements
could vary by 25% depending on your sludge waste analysis, soil
types, realistic yields, and application methods.

f °
Page 5
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate
of the soil at the time of irrigation such that runoff or ponding
occurs. This rate is limited by initial soil moisture content,
soil structure, soil texture, water droplet size, and organic
solids. The application amount should not exceed the available
water holding capacity of the soil at the time of irrigation nor
should the plant available nitrogen applied exceed the nitrogen
needs of the crop.
If surface irrigation is the method of land application for this
plan, it is the responsibility of the producer and irrigation
designer to ensure that an irrigation system is installed to
properly irrigate the acres shown in tables. Failure to apply the
recommended rates and amounts of nitrogen shown in the table may
make this plan invalid.
The following table is provided as a guide for establishing
application rates and amounts.
Applic Applic
Tract Field Soil Rate Amount
No. No. Type Crop (in/hr) (inches)
1257 1 CANDOR CB GRAZED 0. 75 1. 0
1257 2 CANDOR CB GRAZED . 0. 75 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 limitation. The maximum
application amount shown can be applied under optimum soil
conditions.
Your facility is designed for 180 days of temporary storage and
the temporary storage must be removed on the average of once every
6 months. In no instances should the volume of the waste be stored
in your structure be within the 25 year 24 hour storm storage or

Page 6
one foot of freeboard except in the event of the 25 year 24 hour
storm.
It is the responsibility of the producer and waste applicator to
ensure that the spreader equipment is operated properly to apply
the correct rates to the acres shown in the tables. Failure to
apply the recommended rates and amounts of nitrogen shown in the
tables may make this plan invalid.
Call your technical specialist after you receive the waste
analysis report for assistance in determining the amount of waste
per acre and the proper application rate prior to applying the
waste.
NARRATIVE OF OPERATION
THIS PLAN WAS AMENDED TO CORRECT FIELDS AND WETTABLE ACRES.

Page 7
WASTE UTILIZATION PLAN AGREEMENT
----------------------------------
----------------------------------
Name of Farm: C & M FARM
Owner/Manager Agreement
I (we) understand and will follow and implement the specifications
and the operation and maintenance procedures established in the
approved animal waste 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 (NCDWQ) 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: WYATT UPCHURCH /n lr3
(Please print)
Signature: Y`3F Date:
Name of Manager(If differe t from ner) :
Signature: Date:
Name of Person Preparing Plan: Howard Hobson
(Please print: )
Affiliation: Carroll's Foods, Inc. Phone: [phone]
Address: P O Drawer 856
Warsaw, NC 28398
Signature: o o<• � �-- Date: �! c�

E
Page 8
EXHIBIT A-6
NRCS, NC
JUNE, 1996
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 of 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 a notarized 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 waste, he/she shall provide a
copy of a notarized 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, climate conditions, and level of
management, unless there are regulations that restrict the rate
of application for other nutrients. Actual yields may be used in
lieu of realistic yield tables at the discretation of the planner.
4. Animal waste shall be applied on land eroding less than 5 tons per
acre per year. Waste may be applied to land that is eroding at more
than 5 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 Strips)
5. Odors can be reduced by injecting the waste by 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 such that runoff does not occur offsite or to
surface waters and in a method which does not cause drift from
the site during application. No ponding should occur in order
to control odor and flies.
8 . Animal waste shall not be applied to saturated soils, during
rainfall events, or when the surface is frozen.
9 . Animal waste should be applied on actively growing crops in such
a manner that the crop is not covered with waste to depth that
would prohibit 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 potential for leaching. Waste
nutrient loading rates on these soils should be held to a minimum
and a suitable winter cover crop planted to take up released
nutrients. Waste shall not be applied more than 30 days prior
to planting of a crop or forages breaking dormancy.

a i
Page 9
11. Any new swine facility sited on or after October 1, 1995 shall
comply with the following: The outer perimeter of the land area
onto which waste is applied from a lagoon that is a component
of a swine farm shall be at least 50 feet from any residential
property boundary and 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 10/1/95, shall
not be applied closer than 25 feet to surface water. This
distance may be reduced for waters that are not perennial pro-
vided adequate vegetative filter strips are present (See
Standard 393 - Filter Strips) .
12 . Animal waste shall not be applied closer than 100 feet from wells.
13 . Animal waste shall not be applied closer than 200 feet of
dwellings other than those owned by landowner.
14. Waste shall be applied in a manner not to reach other property
and public right-of-ways.
15. Animals waste shall not be discharged into surface waters,
drainageways or wetlands by a discharge or by over spraying.
Animal waste may be applied to prior converted cropland provided
it has been approved as a land applications site by a "technical
specialist" . Animal waste applied on grassed waterways shall
be at agronomic rates and in a manner that causes no runoff or
drift from the site.
16. Domestic and industrial waste from washdown facilities, showers,
toilets, sinks, etc. , shall not be discharged into the animal
waste management system.
17 . A protective cover of appropriate vegetation will be established
on all disturbed areas (lagoon embankments, berms, pipe runs,
etc. ) . Areas shall be fenced, as necessary, to protect the
vegetation. Vegetation such as trees, shrubs, and other woody
species, etc. are limited to areas where considered appropriate.
Lagoon areas should be kept mowed and accessible. Lagoon berms
and structures should be inspected regularly for evidence of
erosion, leakage, or discharge.
18. If animal production at the facility is 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
G 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 preplant with no further applications
of animal waste during the crop season.
21. Highly visible permanent 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 . Soil tests shall be made every two years and a liquid waste
analysis be taken at least twice each year consistent with
waste utilization plan. Poultry litter shall be tested prior
to application. Soil and waste analysis records shall be kept
for five years.
23 . Dead animals will be disposed of in a manner that meets North
Carolina regulations.
i

FIELD 1
o v a
v v o
11 10
9 8 7 6
o v
0 v 4
1 2 3 4 5
FIELD 2
v
v ° °
v 4 5 6
1 2 3
v v v
v ° v
9 10 11 12
7 8
v
ACCESS ROAD
13
—� C00101240675
I
0 200 400
PREPARED BY:Carroll's Foods, Inc.
DATE:06/25/99 TIME:08:34:03 AM PAGE:

-rowtvir wa=aIC Acre 11-30.98
CAWMP WETTABLE ACRE COMPUTATIONAL WORKSHEET
1, Farm Number (Identification)) Field Number (Identification) �.
2. Irrigation System Designation V Existing Irrigation System
New/Expanded Irrigation System
3. Type of Irrigation System Stationary Sprinkler Hard-Hose Traveler
Center Pivot Linear-move System
4. Number of Stationary Sprinklers #Interior sprinklers #Exterior sprinklers
Number of Travel Lanes #Interior Lanes #Exterior Lanes
r•
5. Wetted Diameter .y O [feet] From field data sheet _ Length of pull [feet]
6. Spacing Lateral,/Hydrant Spacing [feet] [as percentage of wetted diameter]
�0 Sprinkler spacing along lateral [feet] [as percentage of wetted diameter]
7. Sprinkler or Hydrant Layout Multiple Laterals/Hydrants
Single Lateral/Hydrant Excessively spaced Sprinklers/Hydrants
8. Read the irrigated area per sprinkler/travel pull for the given wetted diameter from the appropriate tabale and
column based on pattern, spacing, and sprinkler/travel lane location.
Stationary Sprinklers
Acres per Interior sprinkler from Table Column
6 7 b Acres per Exterior sprinkler from Table_ Column_(_
Traveler: Interior Hydrant (travel lane)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull
{Pull Length [feet] X Wetted Width [feet]) /43,560
(c) Acres stop end of pull from Table Column
Total acres for Interior pull (Sum: a + b + c)
Traveler: Exterior Hydrant (travel lane)
(a) Acres start end of pull from Table. Column
—\b) Acres middle portionwgf pull
{Pull Length [feet] X Wetted Width [feet])/43,560
(c) Acres stop end of pull from Table Column
Total acres for Exterior pull (Sum: a + b + c)
9. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by the number of sprinklers or pulls
of each category in the field. Sum all of these and this is the total irrigated acreage for the field.
(a) Acres per Interior Sprinkler or Pull X # Sprinklers or Pulls = Acres
0 lv (b) Acres per Exterior Sprinkler or Pull X (_# Sprinklers or Pulls = q,.Lj 3 Acres
SLI 3 Total Wettable •Acre for field (Sum: 9a + 9b)
c
Wettable Acre Computational Worksheet Completed by: Date:,; ;k3

l A\VNl'\VGt1bale Acre 1
CAWMP WETTABLE ACRE COMPUTATIONAL WORKSHEET
1. Farm Number(Identification) Field Number (Identification) _
( 2. Irrigation System Designation Existing Irrigation System
New /Expanded Irrigation System
3. Type of Irrigation System _j� Stationary Sprinkler Hard-Hose Traveler
Center Pivot Linear-move System
4. Number of Stationary Sprinklers #Interior sprinklers / #Exterior sprinklers
Number of Travel Lanes #Interior Lanes #Exterior Lanes
5. Wetted Diameter 0 [feet] From field data sheet Length of pull [feet]
6. Spacing , - P . Lateral/Hydrant Spacing [feet] [as percentage of wetted diameter]
16 Q Sprinkler spacing along lateral [feet] [as percentage of wetted diameter]
7. Sprinkler or Hydrant Layout l Multiple Laterals/Hydrants
Single Lateral/Hydrant Excessively spaced Sprinklers/Hydrants
8. Read the irrigated area per sprinkler/travel pull for the given wetted diameter from the appropriate tabale and
column based on pattern;spacing, and sprinkler/travel lane location.
Stationary Sprinklers
Acres per Interior sprinkler from Table Column
(9-)(Q Acres per Exterior sprinkler from Table: Column—6
,'5 /�i c zs Pi��x -htsv �s� c��`c l� ��c,n�l� 4 x .S-
Traveler: Interior Hydrant (travel lane)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull
{Pull Length [feet]' X Wetted Width [feet]) /43,560
(c) Acres stop end of pull from Table 7777tolumn
Total acres for Interior pull (Sum: a + b + c)
Traveler: Exterior Hydrant (travel lane)
(a) Acres start end of pull from Table. Column
_fib) Acres middle portibn:gf pull
(Pull Length [feet] X Wetted Width [feet])/43,560
(c) Acres stop end of pull from Table _ Column
Total acres for Exterior pull (Sum: a+ b + c)
9. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by the number of sprinklers or pulls
of each category in the field. Sum all of these and this is the total irrigated acreage for the field.
(a) Acres per Interior Sprinkler or Pull X # Sprinklers or Pulls = _Acres
i 7 (b) Acres per Exterior Sprinkler or Pull X # Sprinklers or Pulls = 6, o% Acres
t ,q d Total Wettable •Acre for field (Sum: 9a + 9b) "
Wettable Acre Computational Worksheet Completed by: 1 Date::". 3 1 c]

( CAWMP STATIONARY SPRINKLER SYSTEM WITH PERMANENT PIPE
FIELD DATA SHEET
1. Sprinkler make and model number k:oAkaL 130 W-,10 A Lk, b v A
2. Sprinkler nozzle size inch
3. Sprinkler spacing I (,0 feet by 160 feet
4. Operating pressure at the sprinkler psi, or
5. Sprinkler wetted diameter �ti feet.
measured, determined from chart
6. Number of sprinklers operating at one time I _,
7. Total number of sprinklers or sprinkler locations in the system ��.
Exterior Sprinklers: Lpart circle _,ID full circle
Interior Sprinklers: ®part circle full circle
** 8. Lateral line size inch. If more than one size, indicate size and approximate
length of each. Can be done on the map.
** 9. Lateral line length feet. Longest lateral
**10. Supply line size inch. If more than one size, indicate size and
approximate length of each. Can be done on map.
**11. Supply line length feet. Maximum pumping distance.
**12. Pump make and model number
**13. Pump capacity =m
**14. Engine make and model number , or
**15. Electric motor horsepower and rpm hp rpm
Note: It is strongly recommended that sprinkler wetted diameter be field
measured. It should be done on the longest lateral about half-way down the
lateral.
* Locate each sprinkler or sprinkler location on the map. Indicate whether full-circle or part-circle
Show the location of the supply line. Irrigated acres will be determined by lateral line, by zone
or by field.
** Optional data, furnish where possible
*** Information funushed by
and/or
Signature f er or Facility Representative Signature of Technical Specialist
�3 a- n c_ U�'I L L't 5
Printed Name of Owner or Facility Representative Printed Name,of Technical Specialist
Date Z 3 9 n Date
*** Only the person or persons collecting the data should sign the data sheet.

cAWMP STATIONARY SPRINKLER SYSTEM WITH PERMANENT PIPE
FIELD DATA SHEET
Sprinkler make and model number A)P� I CO R
Sprinkler nozzle size , `61 inch
Sprinkler spacing I feet by ILO feet
Operating pressure at the sprinkler psi, or
Sprinkler wetted diameter 9,�,1 O feet.
✓—measured, determined from chart
Number of sprinklers operating at one time 1 _
Total number of sprinklers or sprinkler locations in the system
Exterior Sprinklers: part circle full circle
Interior Sprinklers: part circle full circle
Lateral line size inch. If more than one size, indicate size and approximate
length of each. Can be done on the map.
Lateral line length feet. Longest lateral
Supply line size inch. If more than one size, indicate size and
approximate length of each. Can be done on map.
Supply line length feet. Maximum pumping distance.
Pump make and model number
Pump capacity gpm
Engine make and model number , or
Electric motor horsepower and rpm hp rpm
Note: It is strongly recommended that sprinkler wetted diameter be field
measured. It should be done on the longest lateral about half-way down the
lateral.
,ocate each sprinkler or sprinkler location on the map. Indicate whether full-circle or part-circle
)how the location of the supply line. Irrigated acres will be determined by lateral line, by zone
)r by field.
)ptional data, furnish where possible
*** Information furnished by
,,� 9 and/or
n tore o 0 er or Facility Representative Signature of Technical Specialist
Q t✓ �� � �-L S
-d Nam o Owner or Facility Representative Printed Name of Technical Specialist
Z '2 Date
*** Only the person or persons collecting the data should sign the data sheet.
c

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