540099_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.
I. Farm Number: 54-0099 Certificate Of Coverage Number: AWS540099
2. Facility Name: Barwick Hog Farm Inc / Home Farm
3. Landowner's Name (same as on the Waste Management Plan): Christopher K Barwick
4. Landowner's Mailing Address: 1378 Kirl Barwick Rd
City: Deep Run State: NC Zip: 28525
Telephone Number: 252-568-4043 Ext. E-mail:
5. Facility's Physical Address: 1378 Kirl Barwick Rd
City: Deep Run State: NC Zip: 28525
6. County where Facility is located: Lenoir
7. Farm Manager's Name (if different from Landowner):
8. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"): J C Howard Farms
10. Operator Name (OIC): Christopher K. Barwick Phone No.: 910-271-2138 OIC #: 18607
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit:
Operation Types:
Operations Type Allowable Count
Swine - Feeder to Finish 1,880
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.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
1
12/13/1999
e , - f
216 ,Sec
ifSeco
19.20
2
12/13/1999
GA"/
2/4.57;/9
036019
19.20
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 (WI)P), sit.ned h. the owner and a certified technical specialist. containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this List, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly,, . -makes any false statement,
representation, or certification in any 'application may be subject to civil penalties -up • to :$25,000 'Per, violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):
Name: (_ ijiz,sr-aositZ Title: 5tj.Q 9C
Signature:
Date: «/2 f /
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

ROY COOPER
rovernar
MICHAEL 5. REGAN
Sc,.rrtary
LINDA CUULPEPPER
ia/re for
Christopher K Barwick
Barwick Hog Farm Inc / Home Farm
1378 Kirl Barwick Rd
Deep Run, NC 28525
NORTH CAROLINA
Environmental Quality
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
AIR
APR 0 9 2019
vigater luahiy
Regional Operations Section
February 27, 2019
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 hops://deq.nc.gov/about/divisions/water-resources/water-eualit%-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. 'ou 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 ill cops. of the Certified Animal Waste Management Plan ICAWMPI 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.
Enclosures
cc (w/o enclosures):
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Washington Regional Office, Water Quality Regional Operations Section
Lenoir County Soil and Water Conservation District
AFOG Section Central Files - AWS540099
J C Howard Farms
ti N�rt*.as.: Daps rtrre.rt:3TEr4'Zs.ts t_s t' i 3"vsxofWater Resc_:roes
512 N. Se 'stn. 7 St. I i 6 V e Se ,e Me•to• 'Re a'gt , tCattt ,a-© ^a 27659-1636
'- -��- — = 919717E:7:

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.1O6-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Ale
Version —November 26, 2018
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 blithe 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).
Any method which, in the professional opinionkof 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.
A
Signature of Farm Owner/Manager Date
Signature of Technical Specialist Date

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

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

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

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

proper Lagoon sizing,
mechanical solids separation of flushed waste,
gravity settling of flushed waste solids in an appropriately designed basin, or
minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
have more nutrients,
▪ have more odor, and
▪ require more land to properly use the nutrients.
Removal techniques:
▪ Hire a custom applicator.
• Mix the sludge and lagoon liquid with a chopper -agitator impeller
pump through large -bore sprinkler irrigation system onto nearby cropland;
and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or
forageland; mix remaining sludge; pump into liquid sludge applicator; haul
and spread onto cropland or forageland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or
forageland; dredge sludge from lagoon with dragline or sludge barge; berm
an area beside lagoon to receive the sludge so that liquids can drain back
into lagoon; allow sludge to dewater; haul and spread with manure spreader
onto cropland or forageland; and soil incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient.and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and crop
requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage. Close
attention by the pumper or drag -line operator will ensure that the lagoon liner remains
intact. If you see soil material or the synthetic Iiner 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 Iagoon 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 phosphores, it
should be applied only at rates equal to the crop removal of phosphorus. As with other
wastes, always have your lagoon sludge analyzed for its nutrient value.
The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions which
could increase the concern of neighbors.

Possible Causes of Lagoon Failure
,Lagoon failures result in the unplanned discharge of wastewater from the structure. Types
of failures include leakage through the bottom or sides, overtopping, and breach of the
dam. ' Assuming proper design and construction, the owner has the responsibility for
ensuring structure safety. Items which may lead to lagoon failures include:
Modification of the lagoon structure ---an example is the placement of a pipe
in the dam without proper design and construction. (Consult an expert in
lagoon design before placing any pipes in dams.)
Lagoon liquid levels --high levels are a safety risk.
Failure to inspect and maintain the dam.
Excess surface water flowing into the lagoon.
Liner integrity ---protect from inlet pipe scouring, damage during. sludge
removal, or rupture.from lowering lagoon liquid level below groundwater
table.
: IOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
dies to form in the dam: Once this damage starts, it can quickly cause a large discharge
kwastewater and possible dam failure.

f.
EMERGENCY ACTION PLAN-
PL 0RE- ti-EERs
DWQ i 9 64 /
M' C CY beLANACr—yMy-r SYSTEM 9.1 I -
SwCD 9 I z73i
. NRCS 9i9 i 273j
:ris plan will be ii ple-nested in the event that wales frorz
�e�owia or r-your operation are l�a�
running off site. You should not wait untn wastes reach stuffe water or leave
your Property to consider that you have a problem. You should make every effort to ensure that
this does not h.appen. ,I . _ -
fac•-T�v Tne following� � '' '`
�= � • . - i-�..�.. -r.� -.:�
are some aeon kerns you should take.
I. Stop the release of wastes. Depending an the station, this
SuEgeted responses to some possible problems are listed below. or may not be possible.
A Lagoon, overf.ow—possible solutions are:
a Add sore to berm to rose elev on of darn.
b. Pump waste to fields at as acceptable rate.
c. Stop an flows to the lagoon in-znediateiy.
d. Cal a pumping comer.
e. Make sure no sur`ace water is entering Lagoon.
B. Runoff from waste application field -actions include:
a. Immediately stop waste appiimdorc.
b. Create a temporary diversion to coat -in waste.
c. Incorporate waste to reduce runoff
d. Evaluate and elm1 ate the reasons) that caused the runoff
e. Evaluate the appUmioa rates for the fields where rani, occurred.
C. Le kage from the waste pipes and sprinklers -won include:
a. Stop reycie pump
b. Stop irrigaton pump.
c. Close valves to eliminate finther discharge.
d. Repair an Ierks prior to rerardng pumps.
watt
APR 092019-
"+'"aterQoaliiy
Regional Operations Section-

D. Le.:k :le from flush systems, houses, solid separators -action include:
a. Stop recyc;e pump.
b. Stop it ga crt pump.
c. blare sire no siphon occurs.
d. Stop an flows in the house, flush systems, or solid separators_
e. Repair all lets pier to restarting pumps.
E. Leaka e from base or sidecraa of Lagoon. Often this is seepage as opposed to flowing
ice -possible acdon_
a. Dig a small wet or ditch to match all seepage,put in a submersible pump, and pump
back to moon.
b. If hole_ are caused by burrowing anurars, trap or remove animals and En holes and
compact with a clay type soil
c. Have a professional evaluate the condition of the side walls and lagoon bot<om as soon
as possible.
2. Assess the -extent of the spill and note any obvious damages.
a. Did the waste reach any suthce waters?
b. Approximately how much was reIw.sed and for what duraron?
c. Any damage noted, s.:ch as employer injury, dsa kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
£ Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or or: of the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hour, call your DWQ
Phone /9 �/6 � A fr� hours, Q (Division of Water Quality) regional office;
should include:your ur emergency number: 4/9 733 3f* Your phone call
name, faclity, telephone nurnber, the details of the incident from item
2 above, the exact Iocation of the facility, the location or directon of movement of the spill,
weather and wind conditions. The corrective measures that have been under. ,and the
se: iousness of the simadon.
b. %f spill leaves property or enters surace waters, call Iocal EMS Phone auinber gi I.
c. Instruct EMS to contact Ioal He;Ith Deparenent.
d.. Co ct CES, phone number 9I$ tin 273j focal SWCD office phone number
and Ioc3 NRCS office for advice<tecchnical
273) assis r ce phone der
4. If acne of the above works, call 911 or the Sheriffs Deparsnent and explain your problem to
them and ask that person to contact the proper agencies for you.

. scrap.;
•
5. Contact the contractor ofyour choice to begin repair ofproblem to miamize of sate
20“.1e-12 FILL /0: damage_
a. n#rac�tors Nara= ?OiO� , c
b. ccatsar,r�rs Access:
Cc m Phone: )/9- 7,5-0_
6. Contact the r 1,Tricai who c..- ed the oa � (N?i C5, Consulting Engineer, e.c.)
a. Name: Tim 14/4)S0,) y‘7,€&"4-e-csJAA/
b. Phone: 9/0 29'4 Z9 _ 270 3
7. Iaplenieat procedures as advised by DWQ and t=bnical assistance agencies to rectify the
'the and reassess the waste management to plan
r�wse of wastes from happening agx- P problems with
1

Mortality ManagemenCMethods
(check which method(s) are being implemented)
Burial three feet beneath the surface of the ground within 24 hours after
knowledge of the death. The burial must be at least 300 feet from any flowing
stream or public body of water.
Rendering at a rendering plant licensed under G.S. 106-168.7
❑ Complete incineration
❑ In the case of dead poultry only, placing in a disposal pit of a size and design
approved by the Department of Agriculture
J Any method which in the professional opinion of the State Veterinarian would
make possible the salvage of part of a dead animal's value without endangering
human or animal health. (Written approval of the State Veterinarian must be
attached)
Insect Control Checklist for Animal Operations
Sint ITC Cause
Flush Gutters • Accumulation of solids
Lagoons and Pits • Crusted Solids
HMI's to Control IIIseels Site Specific Practices
Liquid Systems —`
Cl Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed.
Cl Remove bridging of accumulated solids at
discharge
l:accsaive Vegetative • Decaying vegetation
(ituwtl'
Maintain lagoons, settling; basins and pits where
pest breeding is apparent to minimize the
crusting ol'solids 10 a depth of no more than 6 -
8 inches over more Than 30% of surface.
Maintain vegetative control along bunks of
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along %veter's edge on impoundment's perimeter.

Source
Farmstead
Swine Farm Waste Management Odor Control Checklist
Cause
• Swine production
HMI's to Minimize Odin-
/
Vegetative or wooded bitft'crs;
Recommended best management practices;
Good judgment and common sense
Animal holly surfaces • Dirty mauurc-covered animals iI Dry Iloors
Fleur SWIM:cs
AIaIIaallc L'I11IL'L'tll►!1 pIIS
• Wei manure -covered Iloors
Site Specific Practices ;
• thine;
• Partial microbial decomposition
Ventilation exhaust Gals • Volatile gases;
I)ust
Iu4I0ur sarfuces
Flush tanks
• Dust
L1 Slotted Iloors;
Waterers located over slotted floors;
CI Feeders at high end of solid floors;
1 1Scrape manure buildup from floors;
IUndcr(loor ventilation for dryin .
Frequent mtmtuc removal 1
or scrape;
lI, Underfloor ventilation
ash
Fan maintenance;
,I?flicicnt air movement
pit recharge,
• Agitation of recycled lagoon
liquid while tanks are filling
Mush alleys
• Agitation during wastewater
couvcyance
-n
17
n
Washdown between groups of animals;
Feed additives;
Feeder covers;
Feed delivery downspout extenders to feeder
covers
Cl Flush Tank covers;
Ci Extend fill Tines to near hollow of tanks with
anti -siphon vents
f7 Underfloor flush with underfloor ventilation
I'll I echa ge points
• Agitation ol'recycled lagoon
Iiiplid while pits arc filling
I.ili siauiuis
• Agitation during sump tank
tilling and drawdowi
CI Extend recharge lines to near bottom ofpils
with anti -siphon vents
()inside drain collection • Agitation during wastewater
in junction boxes cumveyance
AMOG - t•iuvemher II, 1996, Page 3
CI Sump took covers
C1 Ilox covers

Lagoon surfaces
Source Cause UMI's 1011�1ininilze Odor f Practices
End of drainpipes at • Agitation during wastewateriic apt t ific i r aUtces
b ClL7 Extend discharge point of pipes underneath
lagoon conveyance lagoon liquid level
Irrigation sprinkler
nozzles
Storage lank or basin
sorJ:rcu
Settling basin surface
• Volatile gas emissions;
• Biological (nixing;
• Agitation
• !fiat' pressure agitation;
• Wind tlrifi
• Partial microbial decomposition;
• Mixing while Tilling;
• Agitation when emptying
Manure, slurry or sludge •
spreader ootleis •
_,,�l Proper lagoon liquid capacity;
Correct lagoon startup procedures; iC1/Minimum surface area -to -volume ratio;
Minimum agitation whcn.pnmping;
CI Mechanical aeration;
Cl/Proven biological additives
Irrigate on dry days with little or no wind;
�Vliltimtlm recommended operating pressure;
// Pump intake near lagoon liquid surface;
Cl Pwnp from second -stage lagoon
C.1 Bottom or midlevel loading;
CI Tank covers;
Q Dasin surface mats of solids;
CI Proven biological additives or oxidants
• Partial microbial decomposition; Cl Extend drainpipe outlets underneath liquid
• Mixing while filling; level;
• Agitation when emptying CI Remove settled solids regularly
Agitation when spreading;
Volatile gas emissions
Uncovered manure,
slurry or sludge on field
surfaces
Dead auinu►Is
Dead animal disposal
pill
Incinerators
• Volatile gas emissions while
drying
• Carcass decomposition
• Carcass decomposition
Cl Soil injection of slurry/sludges;
CI Wash.residual manure from spreader after use;
1] Proven biological additives or oxidants
n Soil injection of slurry/sludges
Cl Soil incorporation within 48 hrs.;
C1 Spread in thin uniform layers for rapid drying;
• Proven biological additives or oxidants
Proper disposition of carcasses
• Incomplete combustion
tJ Complcic covering of carcasses in burial piis;
Ca Proper location/construction of disposal pits
f.71 Secondary stack burners
AMO(.: - November 11, 1996, Page ,1
•

Manure tracked onto
public roads from farm
access
Source Cause -
5tandin water around IIMPs In Minimize Odor
b • Improper drainage; Grade and landscape
facilities pe such that water drains
• Microbial decomposition of away from facilities
organic matter
• Poorly maintained access roads rt_! Farm access road maintenance ---
Additional Information :
Swine Manure Management ; 0200 Ittile/DMP Packet
Swine Production Farm Potential Odor Sources and Remedies ; EI3AE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge - Lagoon Treatment ; liIIAE 128-88
Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treatment ; CI)A13 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storage ; IiIME 103-83
Calibration of Manure and Wastewater Application Equipment ; C13AE Fact Sheet
Controlling Odors from Swine Buildings ;' 1'111-33
Environmental Assurance Program ; NPI'C Manual
Options for Managing Odor ; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies ; I'RO107, 1995 Conference Proceedings
A1\'90(: - Nuvenhcr 11, 1996, Page 5
Site; atel te- Iriichees
Available From :
NCSIJ, County Extension Center
NCStJ - !ME
NCSI.1 - IRAIi
NCSIJ - I(AIi
NCSIJ - ilAli
NCSIJ.- I1At?
NCSiJ - Swine Extension
NC Pork Producers Assoc
NCSIJ Agri Communications
Florida Cooperative I:xleasion

O F: n t
_. r. 1 1_r'� C i i',C�. MAINTENANCE PLAN
L:•__C'rl is do.z.i gned for waste treatment with minimum odor
control. The time required for the planned fluid level to be
r'eac': d may vary C to r.011 C.C:nd1.t1.or?_,f1uf.h?1nV operations. and
th.amount of fresh water added to the system.
,, nd. application of waste eater is recognized as an acceptable
method of disposal_ Methods of application include solid set,
center pivot, guns. and traveling gun irrigation. Care e.hou1C b
t c t. ;: �� r.: _ it a � r 7l� in - - - -
�; g waste to prevent runoff from , the fie
is c:rcl,,�._ Id or darer;_:_•
1h- f o11C',.fir!Q items a £' to bs carried 2r-r'1 Ci out:
strongly recommended that the treatment lagoon be pre-
2/2 t
. capacity to p i e : _ excessive
r[e:s1vEodors goring
Pre -charging reduces the con`rtrr-icrof the initial -
'
`e:!terinQ the lagoon th-rebyreducing odors. Solids should �.
�_`., i t heffluent - ;,
�:t all times .
.!-`.. �. ttac.hed' waste utilization plan shall be -
fo..7 1c:�..��.d_ This
�.
....y dsampling
r'+? .C: t'i'ITi ri!" I'i £. a n G t r_ s i; l n y of waste (see Attachment 8)
he',ore land appljc:c;tic,r-i_
�\ 3 'Begin pump -out of h i.. fluid
t .. ., � -r' -till, lagoon when level reaches e,l•F, ..
by as marked r�man n 7markers. Stop pump -out when fluid level reaches
elevation 47.2 or before fluid
(this! depth Ii _
_. than 6 feet r no�tntg
the loss
of favorable
• The recommended amaximum amour
_,ne• (1) inch and the ` � ''.o apply �' c r i r"� - e•c[,..1 -; r7 ,c
recommended maximum app1icati n . at_e i - 0
5!'Ic'h per hour.- .
Keep vegetation on t` „m
IC :_ .7. embankment and C�i'.'c.C:�-eri adjacent r-r`.
lagoon mowed ly. Vegetation
-.l i t r: i
d annual Ve,. t at_ion s.houlc, be fertilized as nee6vd
6. Rep..ir any erodsCi areas or arras damaged by. rodents tall:
establish in :%ec;ct.e t_i 011 .
:. All surface - -
.. r' L! :: f - c L. e � i i
- �. _ _ _ w• C' r- t_ r ci I r C• .:. t f'1 _' lagosh to stable
Iiie Cleen atsr ir. of 1971 prohr t t - hc. - .�
�:r:l t _sY�, 1l .. 1 _ .': ti. di.5 �.t•:r G£' of
into water_. of the i
h ,!�,•i ,'c�nr..-rt_. Flee' United States. The Department or
1 . �:r:d Natural F'esourc •s.,
...�t_.. } !:�; •,_ � _,1.�•ior7 of E r��'}.ror?--
t'IC i'e F'n _ _b. 11 i_y enforcing tb1` law'

THL DESIGN IS FOR A SINGLE STAGE LAd ,N
CLIENTS NAME
COUNTY NAME
TODAY'S DATE --
DISTANCE TO NEAREST NONFARM RESIDENCE =>
NUMBER OF PIGS WEANLING TO FEEDER ----->
NUMBER OF PIGS FEEDER TO FINISH =—=>
NUMBER OF SOWS FARROW TO WEANLING —=>
NUMBER OF SOWS FARROW TO FEEDER ----->
NUMBER OF SOWS FARROW TO FINISH >
DEGREE OF ODOR CONTROL
(minimum 1.0 cu. ft. per ib SSLW)
(maximum 3.0 cu. ft. per lb SSLW)
NUMBER OF YEARS OF SLUDGE ACCUMULATION >
Lynwood Barwick (Newer of the two lagoons)
Lenoir
Dec. 13, 1999
750 FEET
500
1
0 YEARS
TOP LENGTH AT NORMAL WATER LEVEL ===> 220.0 FEET
TOP WIDTH AT NORMAL WATER LEVEL > 180.0 FEET
NORMAL WATER LEVEL' ELEVATION - ----> 44.0 FEET
SEASONAL HIGH WATER TABLE ELEVATION —> 44.0 FEET
LAGOON BOTTOM ELEVATION > 36.0 FEET
Depth of Permanent Water 8.0 feet
(minimum depth without sludge = 6 feet)
(minimum depth with sludge = 8 feet)
SIDE SLOPES > 2.5 :1
Permanent Volume Required 216,500 cubic feet
Permanent Volume Provided 257,067 cubic feet
ADDITIONAL DRAINAGE AREA IN SQUARE FEET> 0 SQUARE FEET
(i.e.. pumpout pond & other outside drainage area)
LENGTH OF PUMPING CYCLE > 180 DAYS
GALLONS OF FRESH WATER ADDED DAILY> 0 GALLONS
EXCESS RAINFALL ABOVE EVAPORATION > 8.10 INCHES
25YR/24HR STORM RAINFALL ? 7.20 INCHES
FREEBOARD ---> 1.0 FEET
ESTIMATED TOP OF DAM ELEVATION ====> 48.0 FEET (low point in dike)
Temporary Storage Volume Needed 114,071 cubic feet
Temporary Storage Volume Provide 128,025 cubic feet
Top of Dam Elevation 48.0 feet
Inside Dimensions of Lagoon at Top of Dam:
Lengtl 240.0 feet 200.0 feet
ESTIMATED DEPTH TO PUMP > 2.1 FEET
Volume To Be Pumped = 85,271 cubic feet
Volume for Est. Depth = 87,647 cubic feet
Begin Pumping Elevation = 46.1 feet
Stop Pumping Elevation = 44.0 feet
Pagel

THL DESIGN IS FOR A SINGLE STAGE LAG iN
1. STEADY STATE LIVE WEIGHT
O head weanling to feeder x 30 lbs. = 0 lbs
O head feeder to finishing x 135 lbs. = 0 lbs
500 sows farrow to weanling x 433 lbs. = 216,500 lbs
O sows farrow to feeder x 522 lbs. = 0 lbs
O sows farrow to finish x 1417 lbs. = 0 lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 216,500 lbs
2. SLUDGE ACCUMULATION
Sludge accumulates at the rate of 0.080 cu. ft. per year per pound
of STEADY STATE LIVE WEIGHT.
Years of sludge accumulation in design? 0.0
Sludge Volume = SSLW *years of sludge accumulation * 0.08
Sludge Volume = 0 cubic feet
3. REQUIRED LIQUID VOLUME OF LAGOON
Design lagoon for 1.0 cu. ft. per pound SSLW
Total Volume = (SSLW * Design factor) + Sludge Volume
Total Volume = 216,500 cubic feet
4. NORMAL LAGOON LIQUID LEVEL
Maintain normal lagoon liquid level at elevation 44.0 feet
Construct lagoon bottom to elevation 36.0 feet
Lagoon size for normal lagoon liquid volume using prismodial formula:
SS/END1 SS/END2 SS/SIDE 1 SS/SIDE2 DEPTH
2.5 2.5 2.5 2.5 8.0
AREA OF TOP
LENGTH * WIDTH =
220.0 180.0 39,600 (AREA OF TOP)
AREA OF BOTTOM
Lb * Wb =
180.0 140.0 25,200 (AREA OF BOTTOM)
AREA OF MIDSECTION
Lm * Wm =
200.0 160.0 32,000 (AREA. OF MIDSECTION)
CU. YD. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
39,600 128,000 25,200 1.3
VOLUME OF LAGOON AT NORMAL LAGOON LIQUID LEVEL = 257,067 CU. FT.
VOLUME NEEDED = 216,500 CU. FT.
APR 092019
Lt....i.'11Ji1 .. itnAtfIIJ Jt71.I104
Paget

THIS DESIGN IS FOR A SINGLE STAGE LAGWN
5. DIKE
THE SURFACE DIMENSIONS OF THE LAGOON AT NORMAL LIQUID LEVEL
ARE: 220.0 FEET LONG BY 180.0 FEET WIDE
Place spoil as a continuous dike to elevation 48.0 feet.
6. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
240.0 200.0 48,000 square feet
Additional Drainage Are 0 square feet
TOTAL DA = 48,000 square feet
Pumping cycle to be 180 days.
6A. Volume of waste produced
Volume = 216,500 SSLW * 0.0101481 gallon/lb SSLW/ day *
days in the pumping cycle divided by 7.48 gallons per cubic foot.
Volume = 52,871 cubic feet
6B. 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 recycle the
lagoon water are accounted for in 6A.
Volume = 0 gallons/day * 180 days in the pumping
cycle divided by 7.48 gallons per cubic foot.
Volume = 0 cubic feet
6C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by the largest amount.
Excess rainfall (difference) = 8.1 inches
Volume = 8.1 inches * DA / 12 inches per foot.
Volume = 32,400 cubic feet
6D. Volume of 25 year - 24 hour storm
Volume = 7.2 inches * DA / 12 inches per foot.
Volume = 28,800 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
6A. 52,871 cu.. ft.
6B. 0 cu. ft.
6C. 32,400 cu. ft.
6D. 28,800 cu. ft.
TOTAL TEMPORARY STORAGE: 114,071 CUBIC FEET
Pate 3

THL DESIGN IS FOR A SINGLE STAGE LAGL JN
7. DEPTH OF STORAGE REQUIRED (ABOVE NORMAL LIQUID ELEVATION OF LAGOON)
VOLUME OF TEMPORARY STORAGE WHEN TOP OF DAM IS
AREA OF BOTTOM =
AREA OF TOP =
AREA OF MIDSECTION =
VOLUME PROVIDED =
39, 600
45, 825
42, 656
128,025
sq. ft.
sq. ft.
sq. ft.
cubic feet
THE INSIDE EDGE DIMENSIONS OF THE DAM AT ELEVATION
ARE: 240.0 FEET BY 200.0 FEET.
8. SET BEGIN PUMPING ELEVATION
STORAGE VOLUME TO BE PUMPED
6A.
6B.
6C.
TOTAL VOLUME
TO BE PUMPED:
VOLUME AT ESTIMATED PUMPING
AREA OF BOTTOM =
AREA OF TOP =
AREA OF MID -SECTION =
VOLUME PROVIDED =
DESIGNED BY:
DATE:
52,871 cubic feet
0 cubic feet
32,400 cubic feet
85,271 cubic feet
DEPTH
39,600
43,910
41, 728
87,647
sq. ft.
sq. ft.
sq. ft.
cubic feet
APPROVED BY:
DATE:
48.0 FEET ELEVATION
48.0 FT.
Pane 4

•
•
1.4
5 wq
• L. .g ,
, 44
44.
5 A '•-tr
51
at,
— ,•-,,•::-::
. i
— ..---1,
ii . .• ...AZ.- ' 1 . '
•••,t4.,. - `..4°.,-#. 4`,----• '--,'-'. - :.:-- "..55-
. --.• --4:....... .... •-•••....,
1 , '
f ,,,•-•• 4 4
,..„.,
, i. , .i; ' •'''''
....
,-,....T 4,* ..,4,.., •
i:
•
- ,
_ , • .
%-•
•
•
P4W -
•••.
5.• y
i4s•••

Nutrient Management Plan For Animal Waste Utilization
08-30-2000
This plan has been prepared for:
Barwick Hog Farm
Lynwood Barwick
1378 Kirl Barwick Road
Deep Run, NC 28525
252-568-4043
This plan has been developed by:
Chris Bordeaux
NRCS-Kinston
2026Hyw 11/55
Kinston, NC 28504
252-52-7010pa 3
Deve oper Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal waste
utilization plan for the farm named above. I have read and understand the Required
Specifications concerning animal waste management that are included with this plan.
Signature (owner) Date
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By:
5-6c)
Technical Suture Date
218635 Database Version 1.04 Date Printed: 08-30-2000 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S7
Broadcast
Incorporated
Injected
Irrigated
Year l
Swine Feeder -Finish Lagoon Liquid waste generated 1.742,760 gals/year
by a 1.880 animal Swine Finishing Lagoon Liquid operation. This
production facility has waste storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
4023
6909
7609
4373
Actual PAN Applied
4805
Notes:
In source ID, S means standard source, U means user defined source.
218635
Database Version 1.04
Date Printed: 08-30-2000 Source Page I

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field
in order to supply the indicated quantity of nitrogen from each source is also included.
A balance of the total manure produced and the total manure applied is included in the table to ensure that the plan adequately provides for the utilization of the
manure generated by the operation. Animal operations that generate liquid waste and utilize waste storage facilities (lagoons or holding ponds) may apply more or.
less waste in any given year than is annually generated by the facility. In order to determine whether the plan adequately utilizes the waste produced by the
facility, the storage capacity table included in this plan should be reviewed to ensure that the design capacity of the storage facility is not exceeded during the
planning period.
Depending on the requirements of the crop and the nutrient content of the waste, some nutrients will likely be over or under applied if animal waste is being
utilized. Waste should be analyzed before each application cycle and annual soil tests are required if animal waste is being applied. Soil tests should be used to
balance the nutrient application amounts with the realistic yields of the crop to be grown. Nutrient management plans may require that the application of animal
waste be limited so as to prevent over application of phosphorous when excessive levels of this nutrient are detected in a field.
Waste Utilization Table
Year 1
Tract
Field
Source
I.D.
Soil Series
r
Total
Acre
Use.
Acres
Crop
RYE
RYE
Unit
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
ilbs/A1
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
Liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Soliii
Manu
Appl i.
(Fiel c
N
N
N
1hs.A
1000
gal/A
tons
1000 gals
tong
1577
1-1
S7
POCALLA
2.0
0.9
Small Grain Overseed'
1.0
Tons
10/1-3/31
* '50
0
0
Irrig.
50
19.9
0.0
18.9
1577
1-1
S7
POCALLA
2.0
0.9
Bermudagrass Pasture
5.0
Tons
3/1-9/30
184
0
0
Irrig.
184
73.3
0.0
69.7
1577
1-2
S7
POCALLA
2.0
1.0
Small Grain Overseed'/`
1.0
Tons
10/1-3/31
50
0
0
Irrig.
50
19.9
0.0
20.1
1577
1-2
S7
POCALLA
2.0
1.0
Bermudagrass Pasture
5.0
Tons
3/1-9/30
184
0
0
Irri .
184
73.3
0.0
74.1
1578
1-A
S7
NORFOLK
3.7
1.8
Small Grain Overseed t-
1.0
Tons
10/1-3/31
50
0
0
Irrig.
50
19.9
0.0
36.5
1578
1-A
S7
NORFOLK
3.7
1.8
Bermudagrass Pasture
6.5
Tons
3/1-9/30
222
0
0
]Trig.
222
88.5
0.0
161.9
-
1578
3-B
S7
NORFOLK
14.9
3.8
Small Grain Overseed n
1.0
Tons
10/1-3/31
50
0
0
Irrig.
50
19.9
0.0
75.1
1578
3-B
S7
NORFOLK
14.9
3.8
Bermudagrass Pasture
6.5
Tons
3/1-9/30
222
0
0
Irrig.
222
88.5
0.0
333.6
-
1578
3-C
S7
NORFOLK
14.9
3.4
Small Grain Overseed
1.0
Tons
10/1-3/31
50
0 0
Irrig.
50
19.9
0.0
67.2
-
218635
Database Version 1.04
Date Printed: 08-30-2000
WUT Page 1
i

Waste Utilization Table
Year 1
Tract
Field
Source
I.D.
Soil Series
Total
Acre
Use.
Acres
Crop
RYE E
RYE
Unit
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fert.
Nutrient
Applied
i_lbs/A1
Res.
(Ibs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
Liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Soli
Mani
Appl
(Fiel
lbs/A
1000
gal/A
tons
1000 gals
ton
N
N
N
1578
3-C
S7
NORFOLK
14.9
3.4
Bermudaarass Pasture
6.5
Tons
3/1-9/30
':22'"
0
0
Irrig.
222
88.5
0.0
298.2
1578
3-D
S7
NORFOLK
14.9
2.7
Small Grain Overseed
1.0
Tons
10/1-3/31
` 50
, 0
0
Irrig.
50
19.9
0.0
54.4
1578
3-D
S7
NORFOLK
14.9
2.7
Bermudagrass Pasture
6.5
Tons
3/1-9/30
222
0
0
Irrig.
222
88.5
0.0
241.5
1578
3-E
S7
NORFOLK
14.9
2.9
Small Grain Overseed
1.0
Tons
10/1-3/31
50
0
0
In ig.
50
19.9
0.0
58.4
1578
3-E
S7
NORFOLK
14.9
2.9
Bermudagrass Pasture
6.5
Tons
3/1-9/30
222
0
0
brig.
222
88.5
0.0
259.2
1578
3-F
S7
NORFOLK
14.9
1.4
Small Grain Overseed
1.0
Tons
10/1-3/31
50
0
0
brig.
50
19.9
0.0
26.9
1578
3-F
S7
NORFOLK
14.9
1.4
Bermudagrass Pasture
6.5
Tons
3/1-9/30
222
0
r 0
I rig.
222 88.5
0:0
119.4
Lagoon Liquids
Total Applied, 1000 gallons
1,915
Total Produced, 1000 gallons
1,743
Balance, 1000 gallons
-172
Manure Solids
Total Applied, tons
Total Produced, tons
Balance, tons
Notes: 1. In the tract column, symbol - means leased, otherwise, owned.
2. Symbol * means user entered data.
218635 Database Version 1.04 Date Printed: 08-30-2000 WUT Page 2

The Irrigation Application Factors for each field in this plan are shown in the following table.
Infiltration rate varies with soils. If applying waste nutrients through an irrigation system, you must
apply at a rate that will not result in runoff. This table provides the maximum application rate per hour
that may be applied to each field selected to receive wastewater. It also lists the maximum application
amount that each field may receive in any one application event.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(inches/hour)
Application Amount
(inches)
1577
1-1
POCALLA
0.60
0.72
1577
1-2
POCALLA
0.60
0.72
1578
1-A
'3-B
NORFOLK
0.50
0.96
1578
NORFOLK
0.50
0.96
1578
3-C
NORFOLK
0.50
0.96
1578
3-D
NORFOLK
0.50
0.96
1578
3-E
NORFOLK
0.50
0.96
1578
3-F
NORFOLK
0.50
0.96-
218635 Database Version 1.04 Date Printed: 08-30-2000 IAF Page 1

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source, the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be
used for sludge application. If this is not possible, care should be taken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also be
a concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
Ib/ac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Com 120 bu
150
13.16
23.57
47.14
70.71
Hay 6 ton R.Y.E.
300
26.32
11.78
23.57
35.35
Soybean 40 bu
160
I4.04
22.10
44.19
66.29
218635 Database Version 1.04 Date Piiuted: 08-30-2000 Sludge Page 1

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches
surface water is prohibited.
2. There must be documentation in the design fold that the producer either
owns or has an agreement for use of adequate land on which to properly
apply the waste. If the producer does not own adequate land to properly
dispose of the waste, he/she shall provide evidence of an agreement with a
landowner, who is within a reasonable proximity, allowing him/her the
use of the land for waste application. It is the responsibility of the owner
of the waste production facility to secure an update of the Nutrient
Management Plan when there is a change in the operation, increase in
the number of animals, method of application, receiving crop type, or
available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture,
historical data, climatic conditions, and level of management, unless
there are regulations that restrict the rate of applications for other
nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, NRCS Field
Office Technical Guide Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste
will be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone
to flooding (see "Weather and Climate in North Carolina" for guidance).
218635 Database Version 1.04 Date Printed: 08-30-2000 Specification Page 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a
manner that the crop is not covered with waste to a depth that would
inhibit growth. The potential for salt damage from animal waste should
also be considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1,1995 shall comply
with the following: The outer perimeter of the land area onto which
waste is applied from a lagoon that is a component of a swine farm shall
be at least 50 feet from any residential property boundary and canal.
Animal waste, other than swine waste from facilities sited on or after
October 1,1995, shall not be applied closer that 25 feet to perennial
waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over -spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
218635 Database Version 1.04 Date Printed: 08-30-2000 Specification Page 2

into water courses, and on other grassed waterways, waste shall be
applied ar agronomic rates in a manner that causes not runoff or drift
from site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such
as trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used
on crops for direct human consumption, it should only be applied
pre -plant with no further applications of animal waste during the crop
season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid
level between the markers. A marker will be required to mark the
maximum storage volume for waste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where waste products are applied.
218635 Database Version 1.04 Date Printed: 08-30-2000 Specification Page 3

Nitrogen shall be the rate -determining nutrient, unless other restrictions
require waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for a
minimum of five years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
218635 Database Version 1.04 Date Printed: 08-30-2000 Specification Page 4

Crop Notes
The following crop note applies to field(s): 1-A, 3-B, 3-C, 3-D, 3-E, 3-F
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February -March.
The following crop note applies to field(s): 1-A, 3-B, 3-C, 3-D, 3-E, 3-F
Bermudagrass: CP, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): 1-1, 1-2
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
218635 Database Version 1.0z Date Printed: 08-30-2000 Crop Note Page 1

this time. The remaining N should be applied during the months of February -March.
The following crop note applies to field(s): 1-1, 1-2
Bermudagrass: CP, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
ins dteC 0,320ssectogi
218635 Database Version 1.0z Date Printed: 08-30-2000 Crop Note Page 2

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