310742_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
Nqn-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: 31-0742 Certificate Of Coverage Number: ---AW S•310742
2. Facility Name: Chris and Jeremy Bond Farm f�
3. Landowner's Name (same as on the Waste Management Plan): Chris Bond) re - rye, y I✓°vlt Voje n 8 d hot
4. Landowner's Mailing Address: 220 Matthew Rd
City: Wallace State: NC 'Zip:-28466--7388 —
Telephone Number: 910-285-3993 Ext. E-mail:
5. Facility's Physical Address: 378 Angola Ba. Rd
City: Wallace State: NC Zip: 28466
6. County where Facility is located: Duplin
7. Farm Manager's Name (if different from Landowner):
8. Farm Manager's telephone number (include area code): rr �C-+
9. Integrator's Name (if there is not an Integrator, write "None"): -lu1» .L, D.P., C s ivy lf'�-h C. ell
10. Operator Name (OIC): Jeremy D. Bond
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit:
Operation Types:
Phone No.: 910-285-3993 OIC #: 18006
Operations Type Allowable Count
Swine - Feeder to Finish 7,040
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.Trealment and Storage Lagoons (Verify the following information is accurate and "complete. Make all necessary
corrections and provide missing data.)
Structure
Name
CHRIS BOND
JEREIGIY BOND
Estimated
Date
Built
119.6
Liner Type..
(Clay, Synthetic,
_Unlrnown)
Capacity.
(Cubic Feet)
. Estimated
Surface Area
(S u Feet) ..
'1
0
73€'3
Design Freeboard
!'Redline"
(Inched)
19.50
19.50
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and •signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
1. 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 ihcludes 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 Stattttes 143-215.6A\ and: 143-215.6B, any person who ,knowingly 'makes any false statement,
representation, or .certification' in. any application tiiay be sirbjec"t fo `civil 'penalties' iip' 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 , landowne rs . should. sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):
Name: e reir ./ 6 a _ Title:, ©W..y► e
Signature: 1 Date:
Name: � • t" : 8 b woi Title: 6 r
Signature: J Date: ' "'�, ') _ i 17
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
Governor
MICHAEL S. REGAN
Secretary�r'
LINDA CULPEPPER NORTH GAROLINA
Director Environmental Quality
February 27, 2019
Chris Bond
Chris and Jeremy Bond Farm
220 Matthew Rd
Wallace, NC 28466-7388
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://dea.nc.n.ov/about/divisions/water-resources/water-quality-regional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure your continued coverage under. the State Non -Discharge General Permits.- you must submit an application .for
permit coverage to the Division. Enclosed you will fmd a "Request for Certificate of Coverage Facility Currently Covered by an
Exnirine State Non -Discharge General Permit."• The application. form must be completed_ signed and returned by Aaril 3. 2019.
Please note that you • must include one (1) copy of the Certified Animal Waste Manaeement 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.
Enclosures
cc (w/o enclosures):
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Wihnin=_ton Regional Office, Water Quality Regional Operations Section
Dunlin County Soil and Water Conservation District
AFOG Section Central Files - AWS310742
Murphy -Brown LLC
ENorth Carotins Department of Envronmentel tZuslity 1 DlKsion of:r ter Resources
512 N. S&sbury St. 1636 lt�eil Service Center Ralegh, North Croiina 27693-1635
919.707.9000

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

Syste Canbration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates change
over time as equipment gets older and components wear. In particular, pump wear
tends to reduce operating pressure and flow. With continued use, nozzle wear results in
an increase in the nozzle opening which will increase the discharge rate while
decreasing the wetted diameter.
You should be aware that operating the system differently than assumed in the design
will alter the application rate, diameter of coverage, and subsequently the application
uniformity. For example, operating the system with excessive pressure results in smaller
droplets, greater potential for drift, and accelerates wear of the sprinkler nozzle.
Clogging of nozzles can result in pressure increase. Plugged intakes or crystallization of
mainlines will reduce operating pressure. Operating below design pressure greatly
reduces the coverage diameter and application uniformity.
For the above reason, you should calibrate your equipment on a regular basis to ensure
proper application rates and uniformity. Calibration at least once every three years is
recommended. Calibration involves collecting and measuring flow at several locations in
the application area. Any number of containers can be used to collect flow and
determine the application rate. Rain gauges work best because they already have a
graduated scale from which to read the application amount without having to perform
additional calculations. However, pans, plastic buckets, jars, or anything with a uniform
opening and cross-section can be used provided the liquid collected can be easily
transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly throughout
the application area at several distances from sprinklers. For traveling guns, sprinklers
should be located along a transect perpendicular to the direction of pull. Set out
collection containers 25 feet apart along the transect on both sides of the gun cart. You
should compute the average application rate for all nonuniformity of the application. On
a windless day, variation between containers of more than 30 percent is cause for
concern. You should contact your irrigation dealer or technical specialist for assistance.
*Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual
1

® proper lagoon sizing,
o 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
e require more land to properly use the nutrients.
Removal techniques:
® Hire a custom applicator.
O 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.
o 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 removingsludge, 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

• 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.
Manager ent:
© 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.
O 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 darn 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

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

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 corning from your lagoon is that
which comes from your flushing (washing) system pipes and the rainfall that
hits the lagoon directly. You should inspect your diversion system for the
following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height
3

EMERGENCY
CT ON PLAN
PHONE NUMBERS.
DIVISION OF WATER QUALITY (DWQ)
EMERGENCY MANAGEMENT SERVICES (EMS)
SOIL AND WATER CONSERVATION DISTRICT (SWCD)
NATURAL RESOURCES CONSERVATION SERVICE (NRCS)
COOPERATIVE EXTENSION SERVICE (CES)
911
C 10- djt.p aQD
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.
A.
Stop the release of wastes. Depending on the situation, this may or may not be possible. Suggested
responsesto some possible problems are listed below.
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 Teaks 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

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

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: DoL' �`e Bt,v- c1
b. Contractors Address: i corat ce i.3c-
c . Contractors Phone: 910 - 5t-i6 —
6: Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: 14,=, r CAL (LC - --
b. Phone:
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify
the damage, repair the system, and reassess the waste management plan to keep
problems with release of wastes from happening again.
9

Version —November 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primafversus secondary option:
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
El 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 orpublic 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.
0 Landfill at municipal solid waste facility permitted by NC DEQ. under GS 15A NCAC
13B .0200.
Rendering ata rendering plant licensedunder:G..S.,106-168:7:
CIEl Complete incineration according to 02 NCAC 52C .0102.
El ❑ 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 permitis required from NC DEQ.
Q 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).
El El Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan.outlries 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 donein accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance. .
• Mass burialsites are subject to additional p'ermit.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.
3
Sign ure of Farm Owner/Manager Date
3-1c-I9
Signature of Technical Specialist Date

i
Insect Control Checklist for Animal Operations
Source Cause
Feed storage • Accumulations of feed
residues
d3MPs to Control Insects
Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
ensuring drainage is away from site and/or
providing adequate containment (e.g., covered bin
for brewer's grain and similar high moisture grain
products)
Inspect for and remove or breakup accumulated
solids. in filter strips around feed storage as needed
Site Specific Practices
Animal holding • Accumulations of animal 0 Eliminate low areas that trap moist►u-e along fences
areas wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal
O- Maintain fence rows and -filter strips around animal
holding areas to minimize accumulations of wastes
(i.e., inspect for and remove or break up
accumulated solids as needed)
Dry manure • Accumulations of animal 0 Remove spillage on a routine basis (e.g.,
handling systems wastes 7- to 10-day interval during summer; 15- to 30-day
interval during winter) where manure is loaded for
land application •or disposal
O Provide for adequate drainage around manure
stockpiles •
0 Inspect for and remove or break up accumulated
wastes in filter strips 'around stockpiles and manure
handling areas as needed
For more information contact:
Cooperative Extension Service, Department of Entomology, 13ox 7613, North Carolina State University, Raleigh, NC 27695-7613.

Insect Control Checklist for Animal Operations
Source Cause - 13MPs to Control Insects Site Specific Practices
Flush gutters • Accumulation of solids
Lagoons and pits • Crusted solids
Liquid Systems
f] Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed
O Remove bridging of accumulated solids at
discharge
a Maintain lagoons, settling basins and pits where
pest breeding is apparent -to minimize the crusting
of solids to a depth of no more than 6 to 8 inches
over more than 30 percent of surface
Excessive vegetative • Decaying vegetation
growth
Maintain vegetative control along banks of
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter along
water's edge on impoundment's perimeter.
Dry Systems
Feeders • Feed spillage 0 Design, operate, and maintain feed systems
(e.g., bunkers and troughs) to minimize the
accumulation of decaying wastage
O Clean up spillage on a, routine basis (e.g., 7- to 10-
day interval during summer; 15- to 30-day interval
during winter)

A
Swine Farm Waste Management Odor Control Checklist
Source
Cause
BMPs to Minimize Odor
Site Specific Practices.
Flush alleys
• Agitation during wastewater
conveyance
O Underfloor flush with underfloor ventilation
Pit recharge points
• Agitation of recycled lagoon '124( Extend recharge lines to near bottom of pitswith
liquid while pits are filling anti -siphon vents
Lift stations
• Agitation during sump tank El Sump tank covers
filling and drawdown
Outside drain
collection or
junction boxes
• Agitation during wastewater 0
conveyance
Box covers
End of drainpipes
at lagoon
Lagoon surfaces
• Agitation during wastewater
conveyance
• Volatile gas emissions
• Biological mixing
• Agitation
Irrigation sprinkler
nozzles
Extend discharge point of pipes underneath
lagoon liquid level
a Proper lagoon liquid capacity
itt Correct lagoon startup procedures
a Minimum surface area -to -volume ratio
CI Minimum agitation when pumping
O Mechanical aeration
O Proven biological additives
• I-Iigh pressure agitation
• Wind drift
151 121
Irrigate on drYi days with little or no wind
Minimum recommended operating pressure
33" Pump intake near lagoon liquid surface
0 Pump from second -stage lagoon

Swine Farm Waste Management Odor Control Checklist
Source
Cause
BMPs to Minimize Odor
Site Specific Practices
Storage tank or
basin surface
• Partial microbial
decomposition
• Mixing while filling
• Agitation when emptying
O Bottom or midlevel loading
O Tank covers
O Basin surface mats of solids
O Proven biological additives or oxidants
Settling basin
surface
Manure, slurry, or
sludge spreader
outlets
• Partial microbial
decomposition
• Mixing while filling
• Agitation when emptying
O Extend drainpipe outlets underneath liquid level
O Remove settled solids, regularly
• Agitation when spreading
• Volatile gas emissions
Uncovered manure,
slurry, or sludge on
field surfaces
•
O Soil injection of slurry/sludges
O Wash residual manure from spreader after use
O Proven biological additives or oxidants
Volatile:gas emissions while
drying '
O Soil injection of slurry/sludges
O Soil incorporation within 48 hours
0 Spread in thin uniform layers for rapid drying
O Proven biological additives or oxidants
Dead animals
• Carcassdecomposition
1El Proper disposition of carcasses
Dead animal
disposal pits
Incinerators
Standing water
around facilities
• Carcass decomposition
O Complete covering of carcasses in burial pits
O Proper location/construction of disposal pits
• Incomplete combustion
O Secondary stack burners
• Improper drainage
• Microbial decomposition of
organic matter
'l " Grade and landscape such that water drains away
from facilities

Swine Farm Waste Management Odor Control Checklist
Source
Cause BMPs to Minimize Odor
Manure tracked onto • Poorly maintained access
public roads from roads
farm access
Additional Information:
Site Specific Practices
• I. Farm access road maintenance
Available From:
Swine Manure Management; .0200 Rule/BMP Packet
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge —Lagoon Treatment; EI3AE 128-88
Swine Production Facility Manure Management: Underfloor Flush —Lagoon Treatment; EI3AE 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
Controlling Odors from Swine Buildings; 1111-33
Environmental Assurance Program; NPPC Manual
Options for Managing Odor; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings
NCStJ, County Extension Center
NC- SU—BAE
NCSU—BAE
NCSU—I3AE
NCSU—I3AE
NCSU-I3AE
NCSU—Swine Extension
N.0 Pork Producers Assoc.
NCSU. Agricultural Communications
Florida Cooperative Extension

Swine Farm Waste Management Odor Control Checklist
Source
Farmstead
Cause
• Swine production
Animal body
surfaces
BMPs to Minimize Odor
Vegetative or wooded buffers
1, Recommended best management practices
Good judgment and common sense
• Dirty manure-covercd
animals
ET._ Dry floors
Floor surfaces
• Wet manure -covered floors
Manure collection • Urine
pits
• Partial microbial
decomposition
Ventilation exhaust • Volatile gases
fans • Dust
-1 Slotted floors
•
M Waterers located over slotted floors
a Feeders at high end of solid floors
O Scrape manure buildup from floors
O Underfloor ventilation for drying
Site Specific Practices
• Frequent manure removal by flush, pit recharge,
or scrape
O Underfloor ventilation
In Fan maintenance
131 Efficient air movement
Indoor surfaces
Flush tanks
• Dust
f Washdown between groups of animals
O Feed additives
O Feeder covers
gf Feed delivery downspout extenders to feeder
covers
• Agitation of recycled lagoon 0 Flush tank covers
liquid while tanks are filling 0 Extend fill lines to near bottom of tanks with
anti -siphon vents

Je•eXA t3 h4
r;j
erator:Vaden Bond County: Duplin Date: 04/01/96
stance to nearest residence (other than owner): 1650.0 feet
AVERAGE LIVE WEIGHT (ALW)
O sows (farrow to finish) x 1417 lbs. = 0 lbs
O sows (farrow to feeder) x 522 lbs. = 0 lbs
3520 head (finishing only) x 135 lbs. = 475200 lbs
O sows (farrow to wean) x 433 lbs. = 0 lbs
O head (wean to feeder) x 30 lbs. = 0 lbs
Describe other : 0
Total Average Live Weight = 475200 lbs
:MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 475200 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 475200 cubic feet
3. 'STORAGE VOLUME FOR SLUDGE ACCUMULATION Sludge Accumulation Not Computed At
Owners Request Remove Sludge
Volume = 0.0 cubic feet As Needed
:.TOTAL DESIGNED VOLUME
Inside top length (feet)
Inside top width (feet)
Top of dike elevation (feet)
Bottom of lagoon- elevation (feet) -
Freeboard (feet)
Side slopes (inside lagoon)
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2
3.0 3.0 3.0 3.0
AREA OF TOP
LENGTH * WIDTH =
304.0 274.0
AREA OF BOTTOM
LENGTH * WIDTH =
238.0 208.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
271.0 241.0
310.0
280.0
47.0
35.0
1.0
3.0 : 1
LENGTH WIDTH DEPTH
304.0 274.0 11.0
83296 (AREA OF TOP)
49504 (AREA OF BOTTOM)
261244 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
83296.0 261244.0 49504.0 1.8.
Total Designed Volume Available = 722414 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
"Length * Width =
310.0 280.0 86800.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 86800.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 475200 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 868032 gals. or 116047.1 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume =
Volume = 0.0 cubic feet
0.0 gallons/day * 180 days storage/7.48 gallons
per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 8.6 inches
Volume =
8.6 in * DA / 12 inches per foot
Volume = 62206.7 cubic feet

7. DE3IG14ED BY: &griment Services CHF,[KOD G?�
,
DATE:
0A T E�
'NOTE. SEE ATTACHED 'K&STE UTILIZATION PLAN
COMMENTS:
SD. Volume of 26 year - 24 hour storm
Volume = 75 inobes / l2 iocb�o per t ^ DA'
Volume = 54250.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 116847 cubi: �aec
58 . oubic fu��
5C. 622:hi'!
5D�� ,uhi�
TOT AL. 25��
6. SUHHARY
Temporary storage
Rainfall in excess of evapnrat1=~~� i80 dayo
25 year - 24 hour cainfall�=,~-----� 8'6 inchec
Freeboard
Side slopes~.~~~~~~~~~` l�� [e�t
Inside top
Inside top width_-___-----___=~~=~~=~,~~~~~~� .0 �eor
Top of dike elevatioo»
Bottom of lagoon elevation~___
Total required nolume~~~-_ lS'� Ieec
Actual design volumo~~~~~~~=---___ ~~~~ 7�7704
Seasonal high nateztable eleoation � 7Z��L4 c«��'
Stop Pumping elev.-------=~~`,�_�)~~~� 4�.S fee�
Huot be » or ~SHNT
Must be » or ~ to min ceg �est.
ren�
Required minimum treat4l'� �ee�
vnlu�e=~,==
Volume at stop pump'n� -levn1"jo:,�~�`~~~=~~=�
Start pumping elev.=_~~==~~~=~=-~~~� �l
Must be at bottom of �zerboacJ 6 ^- 4S'3 �e�c
Actual «o�umo less 25 yc 2� h cain�alI
Volume at start i '- z� cain�all~=�
Pumping eleval-ion�=.~ ^'
Required volume to �. .._-'� ==� 664957
---'- ^~ ~` p"w�cu~~~~~�~~_.�
Actual- volume planned to liner 178254 cu. ft
Min. thickness of ooil lerpumPe0~-==~~====� .``*w�o' ��'
- -.' ..." .� �'��
'`v
�.',/ ^v
°
ft ''
�
= ^
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USDA SOIL CONSERVATION SERV1Ct
FINAL CONSTRUCTION CHECK AND CERTIFICATION
FOR ANIMAL WASTE TREATMENT LAGOON (359)
NAME 3e,r•a60,40d (141(4,,
LOCATION
SIZE OF OPERATION 3 j"20
CONTRACTING COMPANY
_ FARROW TO FEEDER
FARROW TO FINISH
FARROW TO WEAN
v-FEEDER TO FINISH :
WEAN TO FEEDER
OTHER
I DESIGN DATA AND CONSTRUCTION CHECK DATA
TBM ELEVATION ;'O o FEET
AS DESIGNED AS BUILT
INSIDE TOP DIMENSION 2.5X 33, 339 x 66--
DIKE TOP WIDTH 12, 1.2-
TOP OF DIKE 49 , 4?6
BOTTOM OF LAGOON 39 e) ,??. 1
INSIDE SIDESLOPE 3) 1 2-
OUTSIDE SIDESLOPE 3 )) 3.5-1 I
PIPE INVERT Lifi.c. 0k
CLAY LINER/CORE TRENCH •i tie, ok-
HAS LAGOON BEEN SEEDED TO PERMANENT VEGETATION YES ✓NO
DOES LAGOON MEET SCS MINIMUM STANDARDS AND SPECIFICATIONS FOR
WASTE TREATMENT LAGOONS AS OUTLINED IN PRACTICE CODE 359?
YES NO
COMMENTS Z moon Sgidcc1 ►,%_,,Ic-HRd :2k1- 9 QoS.
inra i r.,n�.�
rl r� e Pp & i
L,t�ef
. SIGNATURE
TITLE (D c T DATE q r

iJper ator : > reremy Bond (V,dert) ,s'q✓e W
County:------- _.--.=>Duplin
nate:-__....__._._--._W._._-----._..__._.._._._-.__--....._.---_-_>8-10-65
Diet. to nearest residence(other than owner) : ft.
sows (farrow to finish) :
sows (farrow to feeder):
head (finishing only): 3520
sows (farrow to wean) : _-______---. __=__ __ -_>
head (wean to feeder):----_.
Aver. Live Weight for other operations (1 bs. ) : >
Storage volume for Mudge accum. (cu. ft.) : _>
Treatment Volume (min. 1 cu. ft./lb.): > 1.0
25 Year - 24 Hour Rainfall (in. ):> 7.5
Rainfall in excess of evaporation (in. ) = ====> 7.0
Drainage area of buildings & lots (sq. ft. ) : >
Volume of wash water (gallons/day) -- .- _. _.-._>
Temporary storage period (days):--•---.___---- > 180
Freeboard (ft.): > 1
Side slopes (inside lagoon) :-:-____-______ _ _> 2. 7 : 1 --
Inside top length (ft.) : - _-===
Inside top width (ft.) :----
Top of dike elevation (ft.) :
Bottom of lagoon elevation (ft.) :
Seasonal high water -table (SHWT) elev. (ft.) : => 43
Total required volumes:-----__..__--_._> 700412 cu. ft.
Actual design volume:------ ___._...._:__>748805.87 cu. ft.
Stop pumping el. (> or = to 43.0 ft SHWT> 44.3 ft.
(> or == to 43.1 ft Min) 0
Required minimum treatment volume: 475200 cu. ft.
Voloure at stop pumping elevation: 478503 cu. ft.
Start pumping elev. - _ _._ _ _ > 46.8Volume at start pumping elevation: 680146 cu. ft.
Actual volume less 25yr-24hr rain: 692341 cu. ft.
NOTE: Verify that temp. storage is adequate:
Req. volume to be pumped:=_--> 168747 cu. ft.
Actual volume to be pumped:==> 201643 cu. ft.

WASTE UTILIZATION PLAN
Amount of Waste Produced Per Year (gallons, ft, tons. etc.)
7,040 animals X 927 (gals) waste/animal per year= 6,526,080 (gals) waste/year
Amount of Plant Available Nitrogen (PAN) Produced Per Year
6,526,080 gallons x
2.16 Ib.s PAN/1000 gallons
14,097 lbs. PAN/year. if soil incorporated
or
6,526,080 gallons x 1.8 Ibs PAN/1000 gallons =11,747 Ibs PAN/year if irrigated or broadcasted
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
Source for data: http://nutrients.soil.ncsu.edu/
The following acreage will be needed for waste application based on the crop to be grown and surface application:
Tract
Field
No.
Soil
TVDe
Table 1:
ACRES OWNED BY PRODUCER for year 1
Crop N 4 Acres
Per -Acre'
Lbs. N
Utilized
Month of
ADDlication
70828
PP1
FoA
bermuda hay
276
-20.75
5727
March 1-Sept 30
70828
PP1
FoA
sm ar overseed
50
20.75
1037.50
Oct 1-Mar 31
70828
PP2
WoA
bermuda hay
194
-13.79
2675.26
March 1-Sept 30
70828
PP2
WoA
sm gr overseed
50
13.79
689.5
Oct 1-Mar 31
70828
1
FoA
corn (if behind beans
117
- 2.08
243.36
Feb 15-June 30
70828
1
FoA
wheat
115
2.08
239.2
Sept 1-March 31
70828
11
FoA
bermuda hay
276
- 2.28
629.28
March 1-Sept 30
70828
11
FoA
sm gr overseed
50
2.28
114
Oct 1-Mar 31
70828
12
FoA
corn (if behind beans
117
- 3.14
367.38
Feb 15-June 30
70828
12
FoA
wheat
115
3.1.4
361.1
Sept 1-March 31
70828
13
FoA
corn (if behind beank_
117
-2.61
305.37
Feb 15-June 30
70828
13
FoA
wheat
115
2.61
300.15
Sept 1-March 31
70828
14
FoA
corn (if behind beans
117
-3.39
396.63
Feb 15-June 30
70828
14 "
FoA
wheat
115
3.39
389.85
Sept 1-March 31
70828
15
FoA
corn (if behind beans,
117
-4.67
546.39
Feb 15-June 30
70828
15
FoA
wheat
115
4.67
537.05
Sept 1-March 31
70828
6
LnA
corn if behind beans
57
4.94
281.58
Feb 15-June 30
70828
6
LnA
wheat
70
4.94
345.8
Sept 1-March 31
70828
7
LnA
corn (if behind beans
57
-2.99
170.43
Feb 15-June 30
70828
7
LnA
wheat
70
2.99
209.3
Sept 1-March 31
7370
2
WoA
corn (if behind beans
99
_--10.50
1039.5
Feb 15-June 30
7370
2
WoA
wheat
97
10.50
1018.5
Sept 1-March 31
7370
4
FoA
corn (if behind beans
117
- 3.50
409.5
Feb 15-June 30
7370
4
FoA
wheat
115
3.50
402.5
Sept 1-March 31
Total
Total produced
Nitrogen balance
, 18,436.13
' 14,097.00
(4,339.13)
*This N is from animal waste only. If nutrients from other sources such as commercial fertilizer are applied, they
must be accounted for. N must be based on realistic yield expectation.
NOTE ON CORN:.
If corn is not behind beans;applicator may -use 137 lbs PAN/acre toward corn crop•instead of 117 on Fields 1, 12, 13, 14, 15, and 4.
If corn is not behind. beans, applicator may use 77 lbs PAN/acre toward corn crop instead of 57 on Fields 6 and 7.
If corn is not behind beans, applicator may use 119 Ibs PAN/acre toward corn crop instead of 99 on Field 2.
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N requirements. Beginning
in 1996 the Coastal Zone Management Act will require farmers in some eastern counties of North Caroline to have a
Page 2

L yLe f Pla--,
WASTE UTILIZATION PLAN
*Nitrogen Only Plan*
PRODUCER: Chris and Jeremy Bond
LOCATION: Chris and Jeremy Bond Farm
TELEPHONE:
TYPE OPERATION: Feeder to Finish
NUMBER OF ANIMALS: 7040
(Design Capacity)
The waste from your animal facility must be land applied at a specified rate to prevent pollution of
surface 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. 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. Soil types are important as they have different
infiltration rates, leaching potentials, cation exchange capacities, and available water holding
capacities. Normally waste shall not be applied to land eroding at greater than 5 tons per acre per
year. With special precautions, waste may be applied to land eroding at up to 10 tons per year. Do
not apply waste on saturated soils, when it is raining, or when the surface is frozen. Either of these
conditions may result in runoff to surface waters which is not allowed under DEM regulations. Wind
conditions should also be considered to avoid drift and downwind odor problems. To maximize the
value of nutrients for crop production and to reduce the potential for pollution, the waste should be
applied to a growing crop or applied to bare ground not more than 30 days prior to planting. Injecting
the waste or disking will conserve nutrients and reduce odor problems.
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. Attached you will find information on proper sampling techniques, preparation,
and transfer of waste samples to the lab for analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
Page 1

WASTE UTILIZATION P-LAN
Amount of Waste Produced Per Year (aallonsft tons. etc.)
7,040 animals X 927 (gals) waste/animal per year= 6,526,080 (gals) waste/year
Amount of Plant Available Nitrogen (PAN) Produced Per Year
6,526,080 gallons x
2.16 Ib.s PAN/1000 gallons
14,097 lbs. PAN/year. if soil incorporated
or
6,526,080 gallons x 1.8 Ibs PAN/1000 gallons =11,747 Ibs PAN/year if irrigated or broadcasted
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
Source for data: http://nutrients.soil.ncsu.edu/
The following acreage will be needed for waste application based on the crop to be grown and surface application:
Tract
Field
Soil
Type
Table 1: ACRES OWNED BY PRODUCER for year 2
Crop 1,-Lbil Nil Acres
Per.Acrej
Lbs. N
Utilized
Month of
Application
70828
PP1
FoA
bermuda hay
276
20.75
5727
March 1-Sept 30
70828
PP1
FoA
sm gr overseed
50
20.75
1037.50
Oct 1-Mar 31
70828
PP2
WoA
berrnuda hay
194
13.79
2675.26
March 1-Sept 30
70828
PP2
WoA
sm gr overseed
50
13.79
689.5
Oct 1-Mar 31
70828
1
FoA
soybeans
133
2.08
276.64
Apr 1-Sept 15
70828
1
FoA
smgr hay(after bean.
30
2.08
62.4
Oct 1-Mar 31
70828
11
FoA
bermuda hay
276
2.28
629.28
March 1-Sept 30
70828
11
FoA
smgr overseed
50
2.28
114
Oct 1-Mar 31
70828
12
FoA
soybeans
133
3.14
417.62
Apr 1-Sept 15
70828
12
FoA
smgr hay(after bean;
_ 30
3.14
94.2
Oct 1-Mar 31
70828
13
FoA
soybeans
133
2.61
347.13
Apr 1-Sept 15
70828
13
FoA
smgr hay(after bean!
30
2.61
78.3
Oct 1-Mar 31
70828
14
FoA
soybeans
133
3.39
450.87
Apr 1-Sept 15
70828
14
FoA
smgr hay(after bean;
30
3.39
101.7
Oct 1-Mar 31
70828
15
FoA
soybeans
133
4.67
621.11
Apr 1-Sept15
70828
15
FoA
smgr hay(after bean.
30
4.67
140.1
Oct 1-Mar 31
70828
6
LnA
soybeans
86
4.94
424.84
Apr 1-Sept 15
70828
6
LnA
smgr hay(after bean:
30
4.94
148.2
Oct 1-Mar 31
70828
7
LnA
soybeans
86
2.99
257.14
Apr 1-Sept 15
70828
7
LnA
smgr hay(after bean;
30
2.99
89.7
Oct 1-Mar 31
7370
2
WoA
soybeans
112
10.50
1176
Apr 1-Sept 15
7370
2
WoA
smgr hay(after bean:
30
10.50
315
Oct 1-Mar 31
7370
4
FoA
soybeans
133
3.50
465.5
Apr 1-Sept 15
7370
4
FoA
smgr hay(after bean:
30
3.50
105
Oct 1-Mar 31
Total
Total produced
Nitrogen balance
16,443.99
14,097.00
(2,346.99)
*This N is from animal waste only. If nutrients from other sources such as commercial fertilizer are applied, they
must be accounted for. N must be based on realistic yield expectation.
NOTE ON SMALL GRAIN HAY NOT ON BERMUDA: '
If small grain hay is pot behind beans, applicator may use 50 Ibs PAN/acre toward corn crop instead of 30.
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N requirements. Beginning
in 1996 the Coastal Zone Management Act will require farmers in some eastern counties of North Caroline to have a
nutrient management plan that addresses all nutrients. This plan only addresses Nitrogen.
Page 2

WASTE UTILIZATION PLAN
See attached map showing the fields to be used for the utilization of waste water.
Application of Waste by Irrigation
Crop
Field
No.
Soil Type
Application
Rate
Application
Amount In.)
PP1, 1, 11-15, 4
FoA
bermuda hay, sm gr over,
0.5 in/hr
1
corn, wheat, beans, sm gr hay
PP2, 2
WoA
bermuda hay, sm gr over,
0.4 in/hr
1
corn, wheat, beans, sm gr hay
6,7
LnA
corn, wheat, beans, sm gr hay
0.5 in/hr
1
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 waster 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 the tables. Failure to apply the recommended rates and amounts of nitrogen
shown in the tables may make this plan invalid.
*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 the optimum soil conditions.
Narrative of operation:
A small grain cover crop is included which will be cut for hay on fields following soybeans. The rate in
the tables indicates the rate behind soybeans as soybeans add nitrogen credit back to the following crop.
In addition, corn rates in the table are given behind beans to account for the nitrogen credit.
From previous plan:
Tract 7370 will be applied to using a honey wagon or umbilical system as needed. The acreage in this plan
reflects "buffered" acres for this field utilizing the following buffers:
100 ft from well, 100 ft from public right of way, 75 ft from property lines
It is recommended that the acreage be split between corn and soybeans each year to ensure continuous
pumping windows for the farm from year to year.
Realistic Yield Expectations on FoA soil series:
Bermuda hay: 6 tons/acre; Small grain hay and overseed: 1 ton/acre;
Corn: 144 bu/acre; Wheat: 55 bu/acre; Soybeans: 34 bu/acre
Realistic Yield Expectations on WoA soil series:
Bermuda hay: 4.5 tons/acre; Small grain hay and overseed: 1 ton/acre;
Corn: 132 bufacre; Wheat: 50 bu/acre; Soybeans: 29 bu/acre
Realistic Yield Expectations on LnA soil series:
Bermuda hay: 3 tons/acre; Small grain hay and overseed: 1 ton/acre;
Corn: 84 bu/acre; Wheat: 35 bu/acre; Soybeans: 22 bu/acre
Call the local Natural Resources Conservation Service (formerly Soil Conservation Service) or Soil and Water
Conservation District office after you receive the waste analysis report for assistance in determining the
amount per acre to apply and the proper application rate prior to applying the waste. Refer to your current
permit for specifications. For crop resources, visit www.forages.ncsu.edu for bermuda and small grain hay
crops; www.corn.ncsu.edu for corn; www.soybeans.ncsu.edu for soybeans; www.smallgrains.ncsu.edu for
wheat.
Page 4

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
1 Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application. Any
discharge of waste which reaches surface water is prohibited.
2 There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of waste, he/she shall provide a copy of an
agreement with a landowner who is within a reasonable proximity, allowing him/her the use of
the land for waste application. It is the responsibility of the owner of the facility to secure an
update of the Waste Utilization Plan when there is a change in the operation, increase in the
number of animals, method of utilization, or available land.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop
yields based on soil type, available moisture, historical data, climatic conditions, and level of
management, unless there are regulations that restrict the rate of application for other
nutrients.
4 Animal waste shall be applied to land eroding Tess than 5 tons per acre per year. Waste may
be applied to land that is eroding at 5 or more tons, but less than 10 tons per acre per year
providing grass filter strips are installed where runoff leaves the field. (See FOTG Standard
393 - Filter Strip).
5 Odors can be reduced by injecting the waste or disking after waste application. Waste should
not be applied when there is danger of drift from the irrigation field.
6 When animal waste is to be applied on acres subject to flooding, it will be soil incorporated on
conventionally tilled cropland. When applied to conservation tilled crops or grassland, the
waste may be broadcast provided the application does not occur during a season prone to
flooding. (See "Weather and Climate in North Carolina" for guidance.)
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate 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 or flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the surface
is frozen.
Page 5

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
9 Animal waste shall be applied on actively growing crops in such a manner that the crop is not
covered with waste to a depth that would inhibit growth. The potential for salt damage from
animal waste should also be considered.
10 Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a
high 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
12 the landowner.
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 October 1, 1995), shall not be applied closer than
25 feet to perennial waters. (See Standard 393 - Filter Strips).
Animal waste shall not be applied closer than 100 feet to wells.
Animal waste shall not be applied closer than 200 feet of dwellings other than those owned by
13 Waste shall be applied in a manner not to reach other property and public right-of-ways.
14
Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted wetlands
provided they have been approved as a land application site by a "technical specialist".
Animal waste shall not be applied on grassed waterways that discharge directly into water
courses, and on other grassed waterways, waste shall be applied at agronomic rates in a
15 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.
Page 6

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
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.
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
20 consumption it should only be applied pre -plant with no further applications animal waste
during the crop season.
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
21 the maximum storage volume for waste storage ponds.
Waste shall be tested within 60 days of utilization and soil shall be tested at least annually at
crop sites where waste products are applied. Nitrogen shall be the rate -determining element.
Zinc and copper levels in the soil shall be monitored and alternative crop sites shall be used
when these metal approach excessive levels. pH shall be adjusted for optimum crop
22 production and maintained. Soil and waste analysis records shall be kept for five years.
Poultry dry waste application records shall be maintained for three (3) years. Waste
application records for all other waste shall be maintained for five (5) years.
23
Dead animals will be disposed of in a manner that meets North Carolina regulations.
Page 7

WASTE UTILIZATION PLAN
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: Chris and Jeremy Bond Farm
Owner / Manager Agreement
(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 Division of Environment Management (DEM) before the new animals are
stocked. I (we) also understand that there must be no discharge of animal waste from this
system to 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 DEM upon request.
Name of Facility Owner:
(Please print)
Signature:
Chris and Jeremy Bond
Name of Manager (If different from owner):
Signature:
faaa-ram
Name of Technical Specialist: (Please print)
Date: 5 ` f 6 " ( }
Date:
Amanda Hatcher
Affiliation: NCCES-Duplin County Center
Address (Agency): PO Box 949
Signature:
Kenansville, NC 28349
[phone]
/ O.4 ' J��i cvl��1
Date: J i b- L Y
Page 8

This WUP is a revision of the previous plan prepared by Kraig Westerbeek, Smithfield. Acres &
soil types used are according to previous plan.
Summary of
January:
February:
March:
April:
May:
June:
July:
August:
September:
October:
November:
December:
crops that can receive effluent during each month:
Small grain overseed, sm gr hay, wheat
Small grain overseed, sm gr hay, corn starting Feb 15, wheat
Small grain overseed, sm gr hay, bermuda, corn, wheat
Bermuda, corn, soybeans
Bermuda, corn, soybeans
Bermuda, corn, soybeans
Bermuda, soybeans
Bermuda, soybeans
Bermuda, wheat, soybeans end Sept 15
Small grain overseed, sm gr hay, wheat
Small grain overseed, sm gr hay, wheat
Small arain overseed, sm qr ha wheat
Estimated Sludge Accumulation:
33 gallons of sludge/animal/year x 7,040 animals = 232,320 gallons sludge produced/year
Approximately 10.2 Ibs PAN/1,000 gallons sludge (broadcast or irrigate)
Approximately 12.24 Ibs PAN/1,000 gallons sludge (soil incorporated or injected)
At 232,320 gal sludge/yr and 10.2 Ibs PAN/1,000 gal sludge = 2,370 Ibs PAN in sludge/year
If applied to corn at 150 Ibs PAN/ac, need about 15.8 acres of land for aulication.
**Refer to current state general permit for guidelines*"
Data to write this plan was taken from http://nutrients.soil.ncsu.edu/ which meets current
NRCS standards (590)
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 instance should the volume of the waste stored in your structure
be within the 25 year 24 hour storm storage or one foot of freeboard except in the event of the 25 year 24
hour storm. It is the responsibility of the producer and waste applicator to ensure that the application
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 prior to applying the waste.