520027_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered. Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 52-0027 Certificate Of Coverage Number: AWS520027
2. Facility Name: Robert L. Cox Farm (Griffin Farm)
3. Landowner's Name (same as on the Waste Management Plan): Robert Cox
4. Landowner's Mailing Address: 1006 Old Kinston - Trenton Rd
City: Trenton State: NC Zip: 28585-9032
Telephone Number:
252-448-4241 Ext. E-mail: bobngina10060e,earthlink_net
5. Facility's Physical Address:
691 Huffman Town Rd
City: Trenton State: NC Zip: 28585
6. County where Facility is located: Jones
7. Farm Manager's Name (if different from Landowner): Robert Cox
8. Farm Manager's telephone number (include area code): 252-448-4241 Ext.
9. Integrator's Name (if there is not an Integrator, write "None"): J C Howard Farms
10. Operator Name (OIC): Robert L. Cox Phone No.: 252-448-1811
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Pennit:
Operation Types:
Operations Type Allowable Count
Swine - Feeder to Finish 2,800
OIC #: 16803
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 \'et 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)
I
76,230.00
19.50
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed by the owner and a certified technical specialist. containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
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.
S. 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:
Signature:
Title:
Date:
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: 2019PermitRenewalna, ncdenr.gov
FORM: RENEWAL -STATE GENERAL 02/2019

ROY COOPER
Governor
MICHAEL S. REGAN
Secretory
LINDA CULPEPPER
Director
NORTH CAROLINA
Environmental Quality
February 27, 2019
Robert Cox
Robert L. Cox Farm (Griffin Farm)
1006 Old Kinston - Trenton Rd
Trenton, NC 28585-9032
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Pennittee:
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://deq.nc.gov/about/divisions/water-resources/water-quality-regional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure your continued coverage under the State Non -Discharge General Permits, you must submit an application for
permit coverage to the Division. Enclosed you will find a "Request for Certificate of Coverage Facility Currently Covered by an
Expiring State Non -Discharge General Permit." The application form must be completed. signed and returned by April 3, 2019.
Please note that you must include one (1) copy of the Certified Animal Waste Nlanagement Plan (CAWMIP) 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 S25,000 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
Jones County Soil and Water Conservation District
AFOG Section Central Files - AWS520027
J C 1-Toward Farms
North Csa De -part t Quef,ty I D vs-' of Water Re— r^zs
912 Pi. Ss sburr St. 1163E P.,s' ry a Center 1 Re:e gh:, North Caro': ne 27S9 i$2t7
919.707 .S000

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

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

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

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

• Practice water conservation --- minimize building water usage and spillage from
leaking waterers, broken pipes and washdown through proper maintenance and
water conservation.
• Minimize feed wastage and spillage by keeping feeders adjusted. This will reduce
the amount of solids entering the lagoon.
Management:
• Maintain lagoon liquid level between the permanent storage level and the full
temporary storage level.
• Place visible markers or stakes on the lagoon bank to show the minimum liquid level
and the maximum liquid level. (Figure 2-1).
• Start irrigating at the earliest possible date in the spring based on nutrient
requirements and soil moisture so that temporary storage will be maximized for the
summer thunderstorm season. Similarly, irrigate in the late summer / early fall to
provide maximum lagoon storage for the winter.
• The lagoon liquid level should never be closer than 1 foot to the lowest point of the
dam or embankment.
• Don not pump the lagoon liquid level lower than the permanent storage level unless
you are removing sludge.
• Locate float pump intakes approximately 18 inches underneath the liquid surface and
as far away from the drainpipe inlets as possible.
• Prevent additions of bedding materials, long-stemmed forage or vegetation, molded
feed, plastic syringes, or other foreign materials into the lagoon.
• Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
• Maintain strict vegetation, rodent, and varmint control near lagoon edges.
• Do not allow trees or large bushes to grow on lagoon dam or embankment.
• Remove sludge from the lagoon either when the sludge storage capacity is full or
before it fills 50 percent of the permanent storage volume.
• If animal production is to be terminated, the owner is responsible for obtaining and
implementing a closure plan to eliminate the possibility of a pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:
5

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

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

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ)
EMERGENCY MANAGEMENT SERVICES (EMS)
SOIL AND WATER CONSERVATION DISTRICT (SWCD)
NATURAL RESOURCES CONSERVATION SERVICE (NRCS)
COOPERATIVE EXTENSION SERVICE (CES)
15.z- gig-64g(
2.41:163.1
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort
to ensure that this does not happen. This plan should be posted in an accessible
location for all employees at the facility. The following are some action items you should
take.
1. Stop the release of wastes. Depending on the situation, this may or may not be possible. Suggested
responses to some possible problems are listed below.
A. Lagoon overflow - possible solutions are:
a) Add soil to berm to increase elevation of dam.
b) Pump wastes to fields at an acceptable rate.
c) Stop all flow to the lagoon immediately.
d) Call a pumping contractor.
e) Make sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include:
a) Immediately stop waste application.
b) Create a temporary diversion to contain waste.
c) Incorporate waste to reduce runoff.
d) Evaluate and eliminate the reason(s) that cause the runoff.
e) Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers - action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Close valves to eliminate further discharge.
d) Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators - action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Make sure siphon occurs.
d) Stop all flow in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks -
possible action:
a) Dig a small sump or ditch from the embankment to catch all seepage, put in a submersible
pump, and pump back to lagoon.
b) If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil.
8

c) Have a professional evaluate the condition of the side walls and the lagoon bottom as soon
as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone #, After hours,
emergency number: [phone]. Your phone call should include: your name, facility
number, telephone number, the details of the incident from item 2 above, the exact
location of the facility, the location or direction of the movement of the spill, weather and
wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice / technical assistance phone number.
4. If none of the above works call 911 or the Sheriff's Department and explain your problem to
them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize offsite damage.
a. Contractors Name:
b. Contractors Address:
c . Contractors Phone:
,_ 71 g7
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: ANd f q M�
b. Phone:1i77
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify
the damage, repair the system, and reassess the waste management plan to keep
problems with release of wastes from happening again.
9

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids
(✓) Flush system is designed and operated
sufficiently to remove accumulated
solids from gutters as designed.
() Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids
(✓) Maintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30% of surface.
Excessive Decaying vegetation (V)Maintain vegetative control along banks of
Vegetative Growth lagoons and other impoundment's to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage () Design, operate and maintain feed systems (e.g..
bunkers and troughs) to minimize the accumulation
of decaying wastage.
() Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulation of feed
residues
() Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
() Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Accumulation of animal ( ) Eliminate low area that trap moisture along fences
Areas wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal.
() Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e. inspect for and remove or break up accumulated
solids as needed).
MIC -- November 11, 1996
10

Dry Manure Handling Accumulations of animal () Remove spillage on a routine basis (e.g. 7-10 day
Systems wastes interval during summer; 15-30 days interval during
winter) where manure is loaded for land application
or disposal.
() Provide for adequate drainage around manure stockpiles
() Inspect for and remove or break up accumulated wastes
in filter strips around stockpiles and manure handling
areas as needed.
The issues checked ( ) pertain to this operation. The landowner / integrator agrees to
use sound judgment in applying insect control measures as practical.
1 certify the aforementioned insect control Best Management Practices have been
reviewed with me.
G' V1
Landowner Signature)
For more information contact the Cooperative Extension Service, Department of Entomology, Box
7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC -- November 11, 1996
11

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

Storage tank or
basin surface
Partial microbial ( )Bottom or midlevel loading
decomposition Mixing while ( )Tank covers
filling Agitation when emptying( )Basin surface mats of solids
( )Proven biological additives or oxidants
Settling basin Partial microbial decom- ( )Extend drainpipe outlets underneath liquid
surface position Mixing while filling level
Agitation when emptying ( )Remove settled solids regularly
Manure, slurry or
sludge spreader
outlets
Agitation when spreading
Volatile gas emissions
( )Soil injection of slurry/sludges
( )Wash residual manure from spreader after use
( )Proven biological additives or oxidants
Dead animals
Carcass decomposition ( )Proper disposition of carcasses
Dead animal
disposal pits
Carcass decomposition ( )Complete covering of carcasses in burial pits
( )Proper location / construction of disposal pits
Incinerators
Incomplete combustion ( )Secondary stack burners
Standing water
around facilities
improper drainage
Microbial decomposition of
organic matter
(v)Farm access road maintenance
away from facilities
Manure tracked Poorly maintained access (V)Farm access road maintenance
onto public roads roads
from farm access
Additional Information: Available From:
Swine Manure Management 0200 Rule / BMP Packet NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management:Pit Recharge --Lagoon Treatment:EBAE128-88NCSU-BAE
Swine Production Facility Manure Management:Underfloor Fluse-Lagoon Treatment 129-88NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE103-83NCSU-BAE
Calibration of Manure and Wastewater Application Equipment EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33 NCSU-Swine Extension
Environmental Assurance Program: NPPC Manual NC Pork Producers Assoc
Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agri Communication
Nuisance Concerns in Animal Manure Management: Odors and Flies; PR0101, Florida Cooperative Extension
1995 Conference Proceedings
The issues checked ( ) pertain to this operation. The landowner / integrator agrees to
use sound judgment in applying odor control measures as practical.
I certify the aforementioned odor control Best Management Practices have been
reviewed with me.
(Landowner Signature)
13

Primary Secondary
1
T
Version —November 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
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 outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm Owner/Manager
Date
hnical Specialist Date

USDA United States
Department of
Agriculture Jones County, North Carolina
Farm 1835
Tract 208
2019 Program Year
CLU
Acres
HEL
Crop
1
5.58
NHEL
2
8.86
NHEL
3
12.7
NHEL
4
16.65
NHEL
5
18.32
NHEL
6
24.12
NHEL
7
18.18
NHEL
8
21.47
NHEL
9
3.54
NHEL
10
2.73
NHEL
Noncropland
11
4.78
NHEL
12
0.54
NHEL
Noncropland
13
0.55
UHEL
Noncropland
14
0.73
UHEL
Noncropland
15
89.58
UHEL
Noncropland
Page Cropland Total: 134.2 acres
Map Created November 01, 2018
Base Image Layer flown in 2016
Common Land Unit
Cropland
Non -Cropland
Tract Boundary
Wetland Determination Identifiers
p Restricted Use
p Limited Restrictions
Exempt from Conservation
Compliance Provisions
USDA FSA maps are for FSA Program administration only. This map does not represent a legal survey or reflect actual ownership; rather it depicts the information provided directly from the producer and/or the NAIP imagery. The producer
accepts the data 'as is' and assumes all risks associated with its use. The USDA Farm Service Agency assumes no responsibility for actual or consequential damage incurred as a result of any user's reliance on this data outside FSA Programs.
Wetland identifiers do not represent the size, shape, or specific determination of the area. Refer to your original determination (CPA-026 and attached maps) for exact boundaries and determinations or contact NRCS.

Nutrient Management Plan For Animal Waste Utilization
03-16-2009
This plan has been prepared for:
Griffin Farm
Robert Cox
1006 Old Kinston -Trenton
Hwy.
Trenton, NC 28585
252-448-4241
This plan has been developed by:
Keith Metts
Jones SWCD
P. 0. BOX 40
Trenton, NC 28585
252-448-2731 ext: 3
Developer Signature
Type of Plan: Nutrient Management with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance procedures
established in this nutrient management plan which includes an animal waste utilization plan for
the farm named above. I have read and understand the Required Specifications concerninganimal
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:
-1- Us- o9
Technical Specialist Signature Date
603372 Database Version 3.1 Date Printed: 03-16-2009 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the following
source(s):
Commercial Fertilizer is not included in this plan.
S7
Swine Feeder -Finish Lagoon Liquid waste generated 2,595,600 gals/year by a 2,800
animal Swine Finishing Lagoon Liquid operation. This production facility has waste
storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
5978
Incorporated
10267
Injected
11307
Irrigated
6498
Max. Avail.
PAN (lbs) *
Actual PAN
Applied (lbs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
6,498
13268
-6,770
5,299,744
-2,704,144
Year 2
6,498
13339
-6,841
5,328,265
-2,732,665
Note: In source ID, S means standard source, U means user defined source.
* Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
603372 Database Version 3.1
Date Printed: 03-16-2009
Source Page Page 1 of 1

Narrative
THE FOLLOWING RATES MAY BE USED AS LISTED. IF SMALL GRAIN IS BURNED DOWN
THE AMOUNT APPLIED WILL BE TAKEN OFF THE FOLLOWING CROP.
SOIL TYPE = RAINS
CROP Lbs. of N/ac. Application Window
Corn 156-Lbs. 2/15 - 6/30
Corn Behind Soybean 141-Lbs. 2/15 - 6/30
Wheat 132-Lbs. 9/1 - - 4/30
Wheat Behind Soybean 117-Lbs. 9/1 -- 4/30
Soybean Full Season 170-Lbs. 4/1 -- 9/15
Soybean Double Crop 148-Lbs. 4/1 -- 9/15
Cotton 58-Lbs. 3/15 - 7/30
Cotton Behind Soybean 43-Lbs. 3/15 - 7/30
Small Grain Overseed 50-Lbs. 10/1 - 3/31
Small Grain Burned Down 30-Lbs. 9/1 - 3/31
603372 Database Version 3.1 Date Printed: 03-16-2009 Narrative Page Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic Yield estimates are
also provided for each crop, as well as the crop's P205 Removal Rate. The Leaching Index (LI) and the Phosphorous Loss Assessment
Tool (PLAT) Rating are also provided for each field, where available.
If a field's PLAT Rating is High, any planned manure application is limited to the phosphorous removal rate of the harvested plant
biomass for the crop rotation or multiple years in the crop sequence. Fields with a Very High PLAT Rating should receive no
additional applications of manure. Regardless of the PLAT rating, starter fertilizers may be recommended in accordance with North
Carolina State University guidelines or recommendations. The quantity of P2O5 applied to each crop is shown in the following table if
the field's PLAT rating is High or Very High.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Plat
Rating
LI
Soil Series
Crop Sequence
RYE
P2O5
Removal
(lbs/acre)
Applied
(lbs/acre)
208
2
8.60
4.10
Low
1.0
Rains
Com, Grain
125 bu.
55
N/A
Wheat, Grain
55 bu.
28
N/A
Soybeans, Manured, Double Crop
37 bu.
30
N/A
208
3
12.50
5.10
Low
1.0
Rains
Corn, Grain
125 bu.
55
N/A
Wheat, Grain
55 bu.
28
N/A
Soybeans, Manured, Double Crop
37 bu.
30
N/A
208
4
17.00
7.50
Low
1.0
Rains
Com, Grain
125 bu.
55
N/A
Wheat, Grain
55 bu.
28
N/A
Soybeans, Manured, Double Crop
37 bu.
30
N/A
208
5
18.00
9.30
Low
1.0
Rains
Com, Grain
125 bu.
55
N/A
Wheat, Grain
55 bu.
28
N/A
Soybeans, Manured, Double Crop
37 bu.
30
N/A
208
6
23.70
10.70
Low
1.0
Rains
Corn, Grain
125 bu.
55
N/A
Wheat, Grain
55 bu.
28
N/A
Soybeans, Manured, Double Crop
37 bu.
30
N/A
208
7
17.80
10.70
Low
1.0
Rains
_
Wheat, Grain
55 bu.
28
N/A
Soybeans, Manured, Double Crop
37 bu.
30
N/A
Corn, Grain
125 bu.
55
N/A
208
8
21.20
10.70
Low
1.0
Rains
Wheat, Grain
55 bu.'
28
N/A
Soybeans, Manured, Double Crop
37 bu.
30
N/A
Com, Grain
125 bu.
55
N/A
208
9-1
3.50
2.70
Low
1.0
Rains
Wheat, Grain
55 bu.
28
N/A
Soybeans, Manured, Double Crop
37 bu.
30
N/A
Corn, Grain
125 bu.
55
N/A
208
9-2
3.70
2.40
Low
1.0
Rains
Wheat, Grain
55 bu.
28
N/A
Soybeans, Manured, Double Crop
37 bu.
30
N/A
ICorn,
Grain
125 bu.
55
N/A
PLAN TOTALS: 126.00 63.20
603372 Database Version 3.1
NOTE: Symbol * means user entered data.
Date Printed 3/16/2009
PCS Page Page 1 of 2

LI
Potential Leaching
Technical Guidance
2
Low potential to contribute to soluble
nutrient leaching below the root zone.
None
>— 2 &
<= 10
Moderate potential to contribute to soluble
nutrient leaching below the root zone.
Nutrient Management (590) should be planned.
> 10
High potential to contribute to soluble
nutrient leaching below the root zone.
Nutrient Management (590) should be planned. Other conservation practices that improve the soils
available water holding capacity and improve nutrient use efficiency should be considered. Examples
are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations (328), Long -Term No -Till (778),
and edge -of -field practices such as Filter Strips (393) and Riparian Forest Buffers (391).
PLAT Index
Rating
P Management Recommendation
0 - 25
Low
No adjustment needed; N based application
25 - 50
Medium
No adjustment needed; N based application
51 - 100
High
Application limited to crop P removal
> 100
Very High
Starter P application only
603372 Database Version 3.1 Date Printed 3/16/2009
PCS Page Page 2 of 2
NOTE: Symbol * means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of cropland needed to use
the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements, and proper timing of applications to
maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or other by-products,
commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in order to supply the indicated quantity
of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is included in the table to ensure that the plan adequately provides
for the utilization of the manure generated by the operation.
Waste Utilization Table
1 1.Q1 1
Tract
Field
Source
ID
•
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
NutrientA
pplied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
208
2
S7
Rains
8.60
4.10
Corn, Grain
125 bu.
2/15-6/30
*156
0
15
Irrig.
141
56.32
0.00
230.92
0.00
208
2
S7
Rains
8.60
4.10
Wheat, Grain
55 bu.
9/1-4/30
*132
0
0
Irrig.
66
26.36
0.00
108.09
0.00
208
3
S7
Rains
12.50
5.10
Corn, Grain
125 bu.
2/15-6/30
*156
0
15
Irrig.
141
56.32
0.00
287.24
0.00
208
3
S7
Rains
12.50
5.10
Wheat, Grain
55 bu.
9/1-4/30
*132
0
0
Irrig.
66
26.36
0.00
134.45
0.00
208
4
S7
Rains
17.00
7.50
Corn, Grain
125 bu.
2/15-6/30
*156
0
15
Irrig.
141
56.32
0.00
422.41
0.00
208
4
S7
Rains
17.00
7.50
Wheat, Grain
55 bu.
9/1-4/30
*132
0
0
Irrig.
66
26.36
0.00
197.72
0.00
208
5
S7
Rains
18.00
9.30
Corn, Grain
125 bu.
2/15-6/30
*156
0
15
Irrig.
141
56.32
0.00
523.79
0.00
208
5
S7
Rains
18.00
9.30
Wheat, Grain
55 bu.
9/1-4/30
*132
0
0
Irrig.
66
26.36
0.00
245.18
0.00
208
6
S7
Rains
23.70
10.70
Corn, Grain
125 bu.
2/15-6/30
*156
0
15
lrrig.
141
56.32
0.00
602.64
0.00
208
6
S7
Rains
23.70
10.70
Wheat, Grain
55 bu.
9/1-4/30
*132
0
0
Irrig.
66
26.36
0.00
282.09
0.00
208
7
S7
Rains
17.80
10.70
Wheat, Grain
55 bu.
9/1-4/30
*132
0
0
Irrig.
66
26.36
0.00
282.09
0.00
208
7
S7
Rains
17.80
10.70
Soybeans, Manured, Double Crop
37 bu.
4/1-9/15
*148
0
0
Irrig.
148
59.12
0.00
632.56
0.00
208
8
S7
Rains
21.20
10.70
Wheat, Grain
55 bu.
9/1-4/30
*132
0
0
Irrig.
66
26.36
0.00
282.09
0.00
208
8
S7
Rains
21.20
10.70
Soybeans, Manured, Double Crop
37 bu.
4/1-9/15
*148
0
0
Irrig.
148
59.12
0.00
632.56
0.00
208
9-1
S7
Rains
3.50
2.70
Wheat, Grain
55 bu.
9/1-4/30
*132
0
0
Irrig.
66
26.36
0.00
71.18
0.00
208
9-1
S7
Rains
3.50
2.70
Soybeans, Manured, Double Crop
37 bu.
4/1-9/15
*148
0
0
Irrig.
148
59.12
0.00
159.62
0.00
603372 Database Version 3.1
Date Printed: 3/16/2009
WUT Page Page 1 of 4

Waste Utilization Table
z ear 1
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
Ryg
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
NutrientA
pplied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field) s
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
208
9-2
S7
Rains
3.70
2.40
Wheat, Grain
55 bu.
9/1-4/30
*132
0
0
Irrig.
66
26.36
0.00
63.27
0.00
208
9-2
S7
Rains
3.70
2.40
Soybeans, Manured, Double Crop
37 bu.
4/1-9/15
*148
0
0
Irrig.
148
59.12
0.00
141.88
0.00
Total Applied,
1000
gallons
5,299 74
Total Produced, 1000 gallons
2,595 60
Balance, 1000 gallons
-2,704 14
Total Applied, tons
;
h.r
0.00
Total Produced, tons
0.00
Balance, tons
i
0.00
•
n the tract column, symbol means leased, otherwtse, owned.
. symbol * means user entered data.
603372 Database Version 3.1 Date Printed: 3/16/2009 WUT Page Page 2 of 4

Waste Utilization Table
i car 2
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
NutrientA
pplied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
208
2
S7
Rains
8.60
4.10
Wheat, Grain
55 bu.
9/1-4/30
*132
0
0
Irrig.
66
26.36
0.00
108.09
0.00
208
2
S7
Rains
8.60
4.10
Soybeans, Manured, Double Crop
37 bu.
4/1-9/15
*148
0
0
Irrig.
148
59.12
0.00
24238
0.00
208
3
S7
Rains
12.50
5.10
Wheat, Grain
55 bu.
9/1-4/30
*132
0
0
Irrig.
66
26.36
0.00
134.45
0.00
208
3
S7
Rains
12.50
5.10
Soybeans, Manured, Double Crop
37 bu.
4/1-9/15
*148
0
0
brig.
148
59.12
0.00
301.50
0.00
208
4
S7
Rains
17.00
7.50
Wheat, Grain
55 bu.
9/1-4/30
*132
0
0
Irrig.
66
26.36
0.00
197.72
0.00
208
4
S7
Rains
17.00
7.50
Soybeans, Manured, Double Crop
37 bu.
4/1-9/15
*148
0
0
Irrig.
148
59.12
0.00
443.38
0.00
208
5
S7
Rains
18.00
9.30
Wheat, Grain
55 bu.
9/1-4/30
*132
0
0
Irrig.
66
26.36
0.00
245.18
0.00
208
5
S7
Rains
18.00
9.30
Soybeans, Manured, Double Crop
37 bu.
4/1-9/15
*148
0
0
Irrig.
148
59.12
0.00
549.79
0.00
208
6
S7
Rains
23.70
10.70
Wheat, Grain
55 bu.
9/1-4/30
*132
0
0
Irrig.
66
26.36
0.00
282.09
0.00
208
6
S7
Rains
23.70
10.70
Soybeans, Manured, Double Crop
37 bu.
4/1-9/15
*148
0
0
Irrig.
148
59.12
0.00
632.56
0.00
208
7
S7
Rains
17.80
10.70
Wheat, Grain
55 bu.
9/1-4/30
*132
0
0
Irrig.
66
26.36
0.00
282.09
0.00
208
7
S7
Rains
17.80
10.70
Com, Grain
125 bu.
2/15-6/30
*156
0
15
Irrig.
141
56.32
0.00
602.64
0.00
208
8
S7
Rains
21.20
10.70
Wheat, Grain
55 bu.
9/1-4/30
*132
0
0
Irrig.
66
26.36
0.00
282.09
0.00
208
8
S7
Rains
21.20
10.70
Corn, Grain
125 bu.
2/15-6/30
*156
0
15
Irrig.
141
56.32
0.00
602.64
0.00
208
9-1
S7
Rains
3.50
2.70
Wheat, Grain
55 bu.
9/1-4/30
*132
0
0
Irrig.
66
26.36
0.00
71.18
0.00
208
9-1
S7
Rains
3.50
2.70
Corn, Grain
125 bu.
2/15-6/30
*156
0
15
Irrig.
141
56.32
0.00
152.07
0.00
208
9-2
S7
Rains
3.70
2.40
Wheat, Grain
55 bu.
9/1-4/30
*132
0
0
Irrig.
66
26.36
0.00
63.27
0.00
208
9-2
S7
Rains
3.70
2.40
Corn, Grain
125 bu.
2/15-6/30
*156
0
15
Irrig.
141
56.32
0.00
135.17
0.00
603372 Database Version 3.1
Date Printed: 3/16/2009
WUT Page Page 3 of 4

Waste Utilization Table
Z ear G
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Manure
PA
NutrientA
pplied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
Applic.
Method
N
1000
gaUA
Tons
1000 gals
tons
Total Applied,
1000
gallons
5,328 27
Total Produced, 1000 gallons
2,595 60
Balance, 1000 gallons
-2,732.67
Total Applied, tons
0.00
Total Produced, tons
0.00
Balance, tons
1 r
0.00
Nntrc• 1 In th t t 1 -
�.,..=,.,M,...
e rac co umn, symbol means leased, otherwise, owned.
. Symgol * means user entered data.
603372 Database Version 3.1 Date Printed: 3/16/2009 WUT Page Page 4 of 4

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)
208
2
Rains
0.40
1.0
208
3
Rains
0.40
1.0
208
4
Rains
0.40
1.0
208
5
Rains
0.40
1.0
208
6
Rains
0.40
1.0
208
7
Rains
0.40
1.0
208
8
Rains
0.40
1.0
208
9-1
Rains
0.40
1.0
208
9-2
Rains
0.40
1.0
603372 Database Version 3.1 Date Printed 3/16/2009 IAF Page Page 1 of 1
NOTE: Symbol * means user entered data.

The Nutrient Management Recommendations table shown below provides an annual summary of the nutrient management plan
developed for this operation. This table provides a nutrient balance for the listed fields and crops for each year of the plan.
Required nutrients are based on the realistic yields of the crops to be grown, their nutrient requirements and soil test results. The
quantity of nutrient supplied by each source is also identified.
The total quantity of nitrogen applied to each crop should not exceed the required amount. However, the quantity of other
nutrients applied may exceed their required amounts. This most commonly occurs when manure or other byproducts are utilized
to meet the nitrogen needs of the crop. Nutrient management plans may require that the application of animal waste be limited so
as to prevent over application of phosphorous when excessive levels of this nutrient are detected in a field. In such situations,
additional nitrogen applications from nonorganic sources may be required to supply the recommended amounts of nitrogen.
Nutrient Management Recommendations Test
YEAR
0
N
(lbs/A)
P2O5
(lbs/A)
K2O
(lbs/A)
Mg
(lbs/A)
Mn
(lbs/A)
Zn
(lbs/A)
Cu
(lbs/A)
Lime
(tons/A)
Tract
Field
208
7
Req'd Nutrients
*132
0
0
0
0
0
0
0
Acres
App. Period
10.70
9/1-4/30
Supplied By:
CROP
Wheat, Grain
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Rains
Residual
0
0
0
0
0
0
0
0
RYE
Sample Date
55 bu.
11-03-04
Manure
132
72
181
16
1
3
1
0
P Removal
Rating
28 lbs/ac.
Low
BALANCE
0
72
181
16
1
3
0
Tract
Field
208
8
Req'd Nutrients
*132
40
0
0
0
0
0
0
Acres
App. Period
10.70
9/1-4/30
Supplied By:
CROP
Wheat, Grain
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Rains
Residual
0
0
0
0
0
0
0
0
RYE
Sample Date
55 bu.
11-03-04
Manure
132
72
181
16
1
3
1
0
P Removal
Rating
28 lbs/ac.
Low
BALANCE
0
32
181
16
1
3
1
0
Tract
Field
208
9-1
Req'd Nutrients
*132
10
20
0
0
0
0
0
Acres
App. Period
2.70
9/1-4/30
Supplied By:
CROP
Wheat, Grain
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Rains
Residual
0
0
0
0
0
0
0
0
RYE
Sample Date
55 bu.
11-03-04
Manure
132
72
181
16
1
3
1
0
P Removal
Rating
28 lbs/ac.
Low
BALANCE
0
62
16
1
3
1
0
Tract
Field
208
9-2
Req'd Nutrients
*132
60
20
0
0
0
0
0
Acres
App. Period
2.40
9/1-4/30
Supplied By:
CROP
Wheat, Grain
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Rains
Residual
0
0
0
0
0
0
0
0
RYE
Sample Date
55 bu.
11-03-04
Manure
132
72
181
16
1
3
1
0
P Removal
Rating
28 lbs/ac.
Low
BALANCE
0
12
161
16
1
3
1
0
NOTE: Symbol * means user entered data.
603372 Database Version 3.1 Date Printed: 3/16/2009
NMR Page Page 1 of 6

Nutrient Management Recommendations Test
YEAR
N
(lbs/A)
P2O5
(lbs/A)
K2O
(lbs/A)
Mg
(lbs/A)
Mn
(lbs/A)
Zn
(lbs/A)
Cu
(lbs/A)
Lime
(tons/A)
Tract
Field
208
2
Req'd Nutrients
*132
40
0
0
0
0
0
0
Acres
App. Period
4.10
9/1-4/30
Supplied By:
CROP
Wheat, Grain
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Rains
Residual
0
0
0
0
0
0
0
0
RYE
Sample Date
55 bu.
11-03-04
Manure
132
72
181
16
1
3
1
0
P Removal
Rating
28 lbs/ac.
Low
BALANCE
0
32
181
16
1
3
1
0
Tract
Field
208
2
Req'd Nutrients
*156
40
0
0
0
0
0
0
Acres
App. Period
4.10
2/15-6/30
Supplied By:
CROP
Corn, Grain
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Rains
Residual
*15
0
0
0
0
0
0
0
RYE
Sample Date
125 bu.
11-03-04
Manure
141
77
193
17
1
3
1
0
P Removal
Rating
55 lbs/ac.
Low
BALANCE
0
37
193
17
3
1
0
Tract
Field
208
3
Req'd Nutrients
*156
0
0
0
0
0
0
0
Acres
App. Period
5.10
2/15-6/30
Supplied By:
CROP
Corn, Grain
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Rains
Residual
*15
0
0
0
0
0
0
0
RYE
Sample Date
125 bu.
11-03-04
Manure
141
77
193
17
1
3
1
0
P Removal
Rating
55 lbs/ac.
Low
BALANCE
0
77
193
17
1
3
0
Tract
Field
208
3
Req'd Nutrients
*132
0
0
0
0
0
0
0
Acres
App. Period
5.10
9/1-4/30
Supplied By:
CROP
Wheat, Grain
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Rains
Residual
0
0
0
0
0
0
0
0
RYE
Sample Date
55 bu.
11-03-04
Manure
132
72
181
16
1
3
1
0
P Removal
Rating
28 lbs/ac.
Low
BALANCE
0
72
181
16
1
3
1
0
Tract
Field
208
4
Req'd Nutrients
*156
0
0
0
0
0
0
0
Acres
App. Period
7.50
2/15-6/30
Supplied By:
CROP
Corn, Grain
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Rains
Residual
*15
0
0
0
0
0
0
0
RYE
Sample Date
125 bu.
11-03-04
Manure
141
77
193
17
3
0
P Removal
Rating
55 lbs/ac.
Low
BALANCE
0
77
193
17
1
3
0
603372 Database Version 3.1
Date Printed: 3/16/2009
NMR Page Page 2 of 6

Nutrient Management Recommendations Test
YEAR
1
N
(lbs/A)
P2O5
(lbs/A)
K2O
(lbs/A)
Mg
(lbs/A)
Mn
(lbs/A)
Zn
(lbs/A)
Cu
(lbs/A)
Lime
(tons/A)
Tract
Field
208
4
Req'd Nutrients
*132
0
0
0
0
0
0
0
Acres
App. Period
7.50
9/1-4/30
Supplied By:
CROP
Wheat, Grain
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Rains
Residual
0
0
0
0
0
0
0
0
RYE
Sample Date
55 bu.
11-03-04
Manure
132
72
181
16
1
3
1
0
P Removal
Rating
28 lbs/ac.
Low
BALANCE
0
72
181
16
1
3
1
0
Tract
Field
208
5
Req'd Nutrients
*156
0
0
0
0
0
0
0
Acres
App. Period
9.30
2/15-6/30
Supplied By:
CROP
Corn, Grain
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Rains
Residual
*15
0
0
0
0
0
0
0
RYE
Sample Date
125 bu.
11-03-04
Manure
141
77
193
17
3
0
P Removal
Rating
55 lbs/ac.
Low
BALANCE
0
77
193
17
3
1
0
Tract
Field
208
5
Req'd Nutrients
*132
0
0
0
0
0
0
0
Acres
App. Period
9.30
9/1-4/30
Supplied By:
CROP
Wheat, Grain
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Rains
Residual
0
0
0
0
0
0
0
0
RYE
Sample Date
55 bu.
11-03-04
Manure
132
72
181
16
1
3
1
0
P Removal
Rating
28 lbs/ac.
Low
BALANCE
0
72
181
16
1
3
1
0
Tract
Field
208
6
Req'd Nutrients
*132
50
0
0
0
0
0
0
Acres
App. Period
10.70
9/1-4/30
Supplied By:
CROP
Wheat, Grain
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Rains
Residual
0
0
0
0
0
0
0
0
RYE
Sample Date
55 bu.
11-03-04
Manure
132
72
181
16
1
3
1
0
P Removal
Rating
28 lbs/ac.
Low
BALANCE
0
22
181
16
1
3
0
Tract
Field
208
6
Req'd Nutrients
*156
50
0
0
0
0
0
0
Acres
App. Period
10.70
2/15-6/30
Supplied By:
CROP
Corn, Grain
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Rains
Residual
*15
0
0
0
0
0
0
0
RYE
Sample Date
125 bu.
I1-03-04
Manure
141
77
193
17
1
3
1
0
P Removal
Rating
55 lbs/ac.
Low
BALANCE
0
27
193
17
1
3
1
0
603372 Database Version 3.1
Date Printed: 3/16/2009
NMR Page Page 3 of 6

Nutrient Management Recommendations Test
YEAR
1
N
(lbs/A)
P205
(lbs/A)
K20
(lbs/A)
Mg
(lbs/A)
Mn
(lbs/A)
Zn
(lbs/A)
Cu
(lbs/A)
Lime
(tons/A)
Tract Field
208
7
Req'd Nutrients
*148
0
0
0
0
0
0
0
Acres App. Period
10.70
4/1-9/15
Supplied By:
as
��
CROP
Soybeans, Manured,
Double Crop
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Rains
Residual
0
0
0
0
0
0
0
0
RYE Sample Date
37 bu.
11-03-04
Manure
148
81
203
18
1
3
1
0
P Removal Rating
30 lbs/ac.
Low
BALANCE
0
81
203
18
1
3
1
0
Tract Field
208
8
Req'd Nutrients
*148
40
0
0
0
0
0
0
Acres App. Period
10.70
4/1-9/15
Supplied By:
E'
CROP
Soybeans, Manured,
Double Crop
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Rains
Residual
0
0
0
0
0
0
0
0
RYE Sample Date
37 bu.
11-03-04
Manure
148
81
203
18
1
3
1
0
P Removal Rating
301bs/ac.
Low
BALANCE
0
41
203
18
1
3
1
0
Tract Field
208
9-1
Req'dNutrients
*148
10
20
0
0
0
0
0
Acres App. Period
2,70
4/1-9/15
Supplied By:
CROP
Soybeans, Manured,
Double Crop
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Rains
Residual
0
0
0
0
0
0
0
0
RYE Sample Date
37 bu.
11-03-04
Manure
148
81
203
18
1
3
1
0
P Removal Rating
30 lbs/ac.
Low
BALANCE 1
0
71
183
18
1
3
1
0
Tract Field
208
9-2
Req'd Nutrients
*148
60
20
0
0
0
0
0
Acres App. Period
2.40
4/1-9/15
Supplied By:
CROP
Soybeans, Manured,
Double Crop
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Rains
Residual
0
0
0
0
0
0
0
0
RYE Sample Date
37 bu.
11-03-04
Manure
148
81
203
18
1
3
1
0
P Removal Rating
30 lbs/ac.
Low
BALANCE
0
21
183
18
1
3
1
0
NOTE: Symbol * means user entered data.
603372 Database Version 3.1 Date Printed: 3/16/2009
NMR Page Page 4 of 6

Nutrient Management Recommendations Test
YEAR
2
N
(lbs/A)
P2O5
(lbs/A)
K2O
(lbs/A)
Mg
(lbs/A)
Mn
(lbs/A)
Zn
(lbs/A)
Cu
(lbs/A)
Lime
(tons/A)
Tract
Field
208
2
Req'd Nutrients
*148
40
0
0
0
0
0
0
Acres App.
Period
4.10
4/1-9/15
Supplied By:
CROP
Soybeans, Manured,
Double Crop
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil
Series
Rains
Residual
0
0
0
0
0
0
0
0
RYE
Sample
Date
37 bu_
11-03-04
Manure
148
81
203
18
1
3
1
0
P Removal
Rating
30 lbs/ac.
Low
BALANCE
0
41
203
18
1
3
1
0
Tract
Field
208
3
Req'd Nutrients
*148
0
0
0
0
0
0
0
Acres
App.
Period
5.10
4/1-9/15
Supplied By:
CROP
Soybeans, Manured,
Double Crop
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil
Series
Rains
Residual
0
0
0
0
0
0
0
0
RYE
Sample
Date
37 bu.
11-03-04
Manure
148
81
203
18
1
3
1
0
P Removal
Rating
30 lbs/ac.
Low
BALANCE
0
81
203
18
1
3
1
0
Tract
Field
208
4
Req'd Nutrients
*148
0
0
0
0
0
0
0
Acres
App.
Period
7.50
4/1-9/15
Supplied By:
CROP
Soybeans, Manured,
Double Crop
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil
Series
Rains
Residual
0
0
0
0
0
0
0
0
RYE
Sample
Date
37 bu.
11-03-04
Manure
148
81
203
18
1
3
1
0
P Removal
Rating
30 lbs/ac.
Low
BALANCE
0
81
,
203
18
1
3
1
0
Tract
Field
208
5
Req'd Nutrients
*148
0
0
0
0
0
0
0
Acres
App.
Period
9.30
4/1-9/15
Supplied By:
CROP
Soybeans, Manured,
Double Crop
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil
Series
Rains
Residual
0
0
0
0
0
0
0
0
RYE
Sample
Date
37 bu.
11-03-04
Manure
148
81
203
18
1
3
1
0
P Removal
Rating
30 Ibs/ac.
Low
BALANCE
0
81
203
18
1
3
1
0
Tract
Field
208
6
Req'd Nutrients
*148
50
0
0
0
0
0
0
Acres
App.
Period
10.70
4/1-9/15
Supplied By:�
CROP
Soybeans, Manured,
Double Crop
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil
Series
Rains
Residual
0
0
0
0
0
0
0
0
RYE
Sample
Date
37 bu.
11-03-04
Manure
148
81
203
18
1
3
1
0
P Removal
Rating
30 lbs/ac.
Low
BALANCE
0
31
203
18
1
3
1
0
603372 Database Version 3.1 Date Printed: 3/16/2009
NMR Page Page 5 of 6

Nutrient Management Recommendations Test
YEAR
2
N
(lbs/A)
P205
(lbs/A)
K20
(lbs/A)
Mg
(lbs/A)
Mn
(lbs/A)
Zn
(lbs/A)
Cu
(lbs/A)
Lime
(tons/A)
Tract Field
208
7
Req'd Nutrients
* 156
0
0
0
0
0
0
0
Acres App. Period
10.70
2/15-6/30
Supplied By:
CROP
Corn, Grain
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Rains
Residual
*15
0
0
0
0
0
0
0
RYE Sample Date
125 bu.
11-03-04
Manure
141
77
193
17
1
3
1
0
PRemoval Rating
55 lbs/ac.
Low
BALANCE
0
77
193
17
1
3
1
0
Tract Field
208
8
Req'd Nutrients
*156
40
0
0
0
0
0
0
Acres App. Period
10.70
2/15-6/30
Supplied By:
v
CROP
Corn, Grain
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Rains
Residual
*15
0
0
0
0
0
0
0
RYE Sample Date
125 bu.
11-03-04
Manure
141
77
193
17
1
3
1
0
P Removal Rating
55 lbs/ac.
Low
BALANCE
0
37
193
17
1
3
1
0
Tract Field
208
9-1
Req'd Nutrients
*156
10
20
0
0
0
0
0
Acres App. Period
2.70
2/15-6/30
Supplied By:
CROP
Corn, Grain
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Rains
Residual
*15
0
0
0
0
0
0
0
RYE Sample Date
125 bu.
11-03-04
Manure
141
77
193
17
1
3
1
0
P Removal Rating
55 lbs/ac.
Low
BALANCE
0
67
173
17
1
3
1
0
Tract Field
208
9-2
Req'd Nutrients
*156
60
20
0
0
0
0
0
Acres App. Period
2.40
2/15-6/30
Supplied By:
r,.....,�
. ', ...,
.
CROP
Corn, Grain
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Rains
Residual
*15
0
0
0
0
0
0
0
RYE Sample Date
125 bu.
11-03-04
Manure
141
77
193
17
1
3
I
0
P Removal Rating
55 lbs/ac.
Low
BALANCE
0
17
173
17
1
3
1
0
NOTE: Symbol * means user entered data.
603372 Database Version 3.1 Date Printed: 3/16/2009
NMR Page Page 6 of 6

The Required Soil Test Values shown in the following table provide a summary of recommended actions that should be taken if soil tests indicate excessive levels of
copper or zinc. Fields that receive manure must have an annual soil analysis for these elements. High levels of zinc and copper can adversely affect plant growth.
Alternative crop sites must be used when the concentration of these metals approach excessive levels. Site life can be estimated by dividing the amount of copper and
zinc to be applied in lbs/acre by 0.036 and 0.071, respectively and multiplying the result by 0.85. By adding this quantity to the current soil index for copper or zinc, we
can predict life of the site for waste disposal.
In addition to copper and zinc indices, this table also provides a summary of lime recommendations for each crop based on the most recent soil sample. Application of
lime at recommended rates is necessary to maintain soil pH in the optimum range for crop production .
Required Soil Test Values
Tract
Field
Crop
pH
Lime Recom.
(tons/acre)
Cu-I
Copper Recommendation
Zn-I
Zinc Recommendation
208
2
Corn, Grain
6.0
0.0
46
None
102
None
208
2
Wheat, Grain
6.0
0.0
46
None
102
None
208
2
Soybeans, Manured, Double Crop
6.0
0.0
46
None
102
None
208
4
Corn, Grain
6.8
0.0
63
None
109
None
208
4
Wheat, Grain
6.8
0.0
63
None
109
None
208
4
Soybeans, Manured, Double Crop
6.8
0.0
63
None
109
None
208
5
Corn, Grain
5.9
0.0
40
None
90
None
208
5
Wheat, Grain
5.9
0.0
40
None
90
None
208
5
Soybeans, Manured, Double Crop
5.9
0.0
40
None
90
None
208
6
Corn, Grain
6.1
0.0
29
None
69
None
208
6
Wheat, Grain
6.1
0.0
29
None
69
None
208
6
Soybeans, Manured, Double Crop
6.1
0.0
29
None
69
None
208
7
Wheat, Grain
5.9
0.0
45
None
102
None
208
7
Soybeans, Manured, Double Crop
5.9
0.0
45
None
102
None
208
7
Corn, Grain
5.9
0.0
45
None
102
None
208
8
Wheat, Grain
6.0
0.0
63
None
122
None
208
8
Soybeans, Manured, Double Crop
6.0
0.0
63
None
122
None
208
8
Corn, Grain
6.0
0.0
63
None
122
None
208
9-1
Wheat, Grain
6.3
0.0
28
None
85
None
208
9-1
Soybeans, Manured, Double Crop
6.3
0.0
28
None
85
None
208
9-1
Corn, Grain
6.3
0.0
28
None
85
None
208
9-2
Wheat, Grain
6.2
0.0
36
None
66
None
208
9-2
Soybeans, Manured, Double Crop
6.2
0.0
36
None
66
None
603372
Database Version 3.1
Date Printed: 03-16-2009
STV Page Page 1 of 2

Required Soil Test Value
Tract
Field
Crop
pH
Lime Recom.
(tons/acre)
Cu-I
Copper Recommendation
Zn-I
Zinc Recommendation
208
9-2
Corn, Grain
6.2
0.0
36
None
66
None
603372 Database Version 3.1 Date Printed: 03-16-2009 STV Page Page 2 of 2

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for sludge
utilization for the indicated accumulation period. These estimates are based on average nitrogen concentrations for each source,
the number of animals in the facility and the plant available nitrogen application rates shown in the 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
lb/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
35.10
70.20
105.31
Hay 6 ton R.Y.E.
300
26.32
17.55
35.10
52.65
Soybean 40 bu
160
14.04
32.91
65.82
98.72
603372 Database Version 3.1 Date Printed: 03-16-2009 Sludge Page Page 1 of

The Available Waste Storage Capacity table provides an estimate of the number of days of storage capacity available
at the end of each month of the plan. Available storage capacity is calculated as the design storage capacity in days
minus the number of days of net storage volume accumulated. The start date is a value entered by the user and is
defined as the date prior to applying nutrients to the first crop in the plan at which storage volume in the lagoon or
holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design storage
capacity of the facility. If the available storage capacity is greater than the design storage capacity, this indicates that
the plan calls for the application of nutrients that have not yet accumulated. If available storage capacity is negative,
the estimated volume of accumulated waste exceeds the design storage volume of the structure. Either of these
situations indicates that the planned application interval in the waste utilization plan is inconsistent with the
structure's temporary storage capacity.
Available Waste Storage Canacit
Source Name
Swine Feeder -Finish Lagoon Liquid
Design Storage Capacity (Days)
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days) *
1
1
146
1
2
180
1
3
180
1
4
180
1
5
180
1
6
180
1
7
180
1
8
180
1
9
180
1
10
176
1
11
180
1
12
180
2
1
176
2
2
180
2
3
180
2
4
180
2
5
180
2
6
180
2
7
180
2
8
180
2
9
180
2
10
169
2
11
168
2
12
166
* Available Storage Capacity is calculated as of the end of each month.
603372 Database Version 3.1 Date Printed: 03-16-2009 Capacity Page Page 1 of 1

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during operation
or land application. Any discharge of waste that reaches surface water is
prohibited.
2. There must be documentation in the design folder that the producer either owns
or has an agreement for use of adequate land on which to properly apply the
waste. If the producer does not own adequate land to properly dispose of the
waste, he/she shall provide evidence of an agreement with a landowner, who is
within a reasonable proximity, allowing him/her the use of the land for waste
application. It is the responsibility of the owner of the waste production facility to
secure an update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application, receiving
crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs for
realistic crop yields based upon soil type, available moisture, historical data,
climatic conditions, and level of management, unless there are regulations that
restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre per year.
Waste may be applied to land eroding at more than 5 tons per acre per year but
less than 10 tons per acre per year provided grass filter strips are installed where
runoff leaves the field (see USDA, NRCS Field Office Technical Guide Standard
393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste application.
Waste should not be applied when there is danger of drift from the land
application field.
6. When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland. When waste is applied to
conservation tilled crops or grassland, the waste may be broadcast provided the
application does not occur during a season prone to flooding (see "Weather and
Climate in North Carolina" for guidance).
7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such
that runoff does not occur offsite or to surface waters and in a method which does
not cause drift from the site during application. No ponding should occur in order
to control odor and flies.
603372 Database Version 3.1 Date Printed: 3/16/2009 Specification Page 1

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 into water courses, and on other
grassed waterways, waste shall be applied at agronomic rates in a manner that
causes no runoff or drift from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks,
etc., shall not be discharged into the animal waste management system.
603372 Database Version 3.1 Date Printed: 3/16/2009 Specification Page 2

17. A protective cover of appropriate vegetation will be established on all disturbed
areas (lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as
necessary, to protect the vegetation. Vegetation such as trees, shrubs, and other
woody species, etc., are limited to areas where considered appropriate. Lagoon
areas should be kept mowed and accessible. Berms and structures should be
inspected regularly for evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate
the possibility of an illegal discharge, pollution, and erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a
regular basis to prevent breakdowns, leaks, and spills. A regular maintenance
checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other crops
for direct human consumption. However, if animal waste is used on crops for
direct human consumption, it should only be applied pre -plant with no further
applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom elevations of
the temporary storage (pumping volume) of all waste treatment lagoons.
Pumping shall be managed to maintain the liquid level between the markers. A
marker will be required to mark the maximum storage volume for waste storage
ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least
annually at crop sites where waste products are applied. Nitrogen shall be the
rate -determining nutrient, unless other restrictions require waste to be applied
based on other nutrients, resulting in a lower application rate than a nitrogen
based rate. Zinc and copper levels in the soils shall be monitored and alternative
crop sites shall be used when these metals approach excessive levels. pH shall be
adjusted and maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste application
records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five (5)
years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
603372 Database Version 3.1 Date Printed: 3/16/2009 Specification Page 3

Crop Notes
The following crop note applies to field(s): 2, 3, 4, 5, 6, 7, 8, 9-1, 9-2
Corn 1: CP, Mineral Soil, low -leachable
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when
planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): 2, 3, 4, 5, 6, 7, 8, 9-1, 9-2
Wheat: Coastal Plain, Mineral Soil, low -leachable
In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2" deep 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. Adequate depth control when planting the wheat 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 total N is dependent on the soil type. Plant
samples can be analyzed during the growing season to monitor the nutrient status of the wheat. Timely
management of diseases, insects and weeds are essential for profitable wheat production.
603372 Database Version 3.1 Date Printed: 03-16-2009 Crop Note Page Page 1 of 2

The following crop note applies to field(s): 2, 3, 4, 5, 6, 7, 8, 9-1, 9-2
Double -Crop Soybeans, Coastal Plain: Mineral Soil, low -leachable
Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. Review the NCSU Official Variety "green book" and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Timely management of
weeds and insects is essential for profitable double crop soybean production.
603372 Database Version 3.1 Date Printed: 03-16-2009 Crop Note Page Page 2 of 2

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IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: r" 3 1 x! r
Address: i 3'.> \V1,C\ `',1CI(-1 tt\i\-)
c )r\ oll g c
Telephone: _ c. 9 , t4 t
TABLE 1 - Field Specifications 1
County:
Date: q - 9 ta
Field
Number2
Approximate
Maximum•
Useable Size
of Fleld3
(acres)
Soil Type
Slope
°)
(/°
Crop(s)
Maximum
Application
Rate +
(In/hr)
Maximum
Application
per Irrigation
Cycle4
(Inches)
Comments
?2'aor'_5,
G..+ 5
c.,z,5' YZ
, go
G "$+ y
10
k5
(7 ..
''Table to be completed in its entirety by Field Office personnel and forwarded to the irrigation system designer.
2See attached map provided by the Field Office for field location(s).
'Total field acreage minus required buffer areas.
''Refer to N. C. Irrigation Guide, Field Office. Technical Guide Section II G. Annual application must not exceed the agronomic rates for the soil and crop used.
C(rrigatlon Parameters
October 1996
page-1
USDA-NRCS
North Carolina

TABLE 2 - Traveling Irrigation Gun Settings
Make, Mode/ and Type of Equipment•
• A7e Sot) .15. 7- p,ora.) re el, '' f?OZ-eIa
Field No'
and
Hydrant No2
Travel
Speed
(ft/min)
Application
Rate
(in/hr)
TRAVEL LANE
Effective Effective
Width (ft) Length (ft)
Wetted
Diameter
'(feet)
EQUIPMENT SETTINGS
Nozzle Operating Operating
Diameter Pressure Pressure Arc
(inches)
) @Gun (psi) @ Reel (psi) Pattern3
Comments
R°
3:-S.3
n 47
06
P1
4
?°
f 4
jo
q,
:.)
S
G�
Bar
cp v>
� c
�"o
4204,
i (') 4.
cS' J a
7.
3
3-53
'17
,.4Li
i f, to rD `^
70
• te)
3. 3
0 111,-
`' c2Fi'I:
,'-✓.. J '. '3 a
° Ja a
, H
7 a
e 04
./ 0.
1 0 ,
-'
3S3
. zF`
r.%%p:611
! 9-
70
9 0 4.
-cry ; 0
?");7
E izavo
n
3,`._
pupq
C3 8
,40
a9
Eb
861
10
oJ-%/
pp
•
'See attached map provided by the Field Office for field location(s).
''Show separate entries for each hydrant location In each field.
'Use the following abbreviations for various arc patterns: F (full circle), TQ (three quarters), TT (two thirds), H (half circle), T (one third), Q (one quarter).
May also use degree of arc in degrees.
Irrigation Parameters
October 1996
page-2
USDA-NRCS
North Carolina

AA ckt42100 "\"o r°k�S�-\ne 1iro:lit•\ wor\e.s
J ..
JUN 1 0 MO
TABLE 2 - Traveling Irrigation Gun Settings
EXHIBIT D-2
Make, Model and Type of Equipment:
Field No
and
I lydrant Not
Travel
Speed
(R/min)
Application
Rate
(inflv)
TRAVEL LANE
Effective Effective
Width (ft) Length (f1)
Wetted
Diameter
(feet)
EQUIPMENT SETTINGS
Nozzle Operating
Diameter Pressure
(inches) ® Gun (psi)
Operating
Pressure Arc
@ Reel (psi) Pattern3
Comments
' 9
0. 5Sa
Soo
.33- ri•
/. 3
5 0
/3 0
/Bo
9-0?
7
;9
aSa
950
ago
/.3
50
/30
186
•
9-,
. 8(/So)
. 8(/
0) r
as10 e
500 -
a,'?•50c
9"-2
, o (()
4. U l/So)
=
e2sco X
/Se -
a.Y7Qe
,lapin/
4crrs,
..C: a.� a c .
' See attached map.
2Show separate entries for each hydrant location in each field.
3Use the following abbreviations for various arc patterns: F (full circle), TQ (three quarters), TT (two thirds), H (half circle), T (one third), Q (one quarter).
May also use degrees of arc.
NRCS, NC
?, 1996

Irrigation Parameters
October 1995
TABLE 4 - Irrigation System Specifications
Traveling
Irrigation Dun
Solid Set
Irrigation
Flow Rate of Sprinkler (gpm)
/
/ 7
Operating Pressure at Pump (psi)
/
/Z©
Design Precipitation Rate (In/hr)
,p q''.
Hose Length (feet)
9
9e 5
XXXXXXXX
Type of Speed Compensation
XXXXXXXX
Pump Type (PTO, Engine, Electric)
a
ar 0
Pump Power Requirement (hp)
Fa, 5
TABLE 5 - Thrust Block Specifications'
Designer may provide thrust block de
LOCATION
THRUST BLOCK
AREA (sq. ft.)
90' Bend
C7P ,el
z
Dead End
3.3 'y Q
Tee..
,4
41
See USDA-NRCS field Office Technical Guide, Section IV, Practice Code 430-DD.
page-
USDA-NRCS
North Carolina

IRRIGATION SYSTEM DESIGNER
Name:
Company: elf) Pro dot- 'IS
Address: .u` (7;4/e).1 ( 0,d) :
Phone: `¶i!' V ` 8 -.-3,116
REQUIRED DOCUMENTATION
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed irrigation system which includes hydrant locations, travel lanes, pipeline routes, thrust block
locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system.
6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for Irrigation Water Conveyance,
N.C. Field Office Technical Guide, Section IV, Practice Code 430-DD.
8. The information required by this form are the minimum requirements. It is the responsibility of the
designer to consider all relevant factors at a particular site and address them as appropriate.
.9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval
of the designer.
NOTE: A buffer strip 2 feet wide or wider must be maintained between the limits of the irrigation system and all perennial
streams and surface waters per DEHNR-DEM Code Section 15A NCAC 2B .0200 - Waste Not Discharged to Surface
Waters.
Irrigation Parameters
October 1996
page-6
USDA-NRCS
North Carolina

NUTRIENT UTILIZATION PLAN AMENDMENT
Facility No: 52-027
Grower(s): Robert Cox
Farm Name: Griffin Farm
County: Jones
Permit Capacity:
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Wean to Finish
2800 Feeder to Finish
ego COOPERATIVE
EXTENSION
Storage Structure:
Storage Period:
Application Method:
Anaerobic Lagoon
>180 days
Irrigation
Cattle will be added to the farm in order to graze a winter crop of rye and
turnips mixed. In the spring, the cattle will be removed.
The PAN rate for the rye and turnip mixture is 37.5 Ibs per acre.
The application window will b Sept 1 through March 31.
Grower Signature:
Name of Technical Specialist:
Affiliation:
Address:
Telephone:
Signature:
Date
Eve H. Honeycutt
NC Cooperative Extension - Lenoir County
1791 Hwy 11 /55
Kinston, NC 28504
252-521-1706- mobile

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Operator:ROBERT COX County: JONES Date: 06/07/95
Distance to nearest residence (other
1. AVERAGE LIVE WEIGHT (ALW)
O sows (farrow to finish)
0 sows (farrow to feeder)
2800 head (finishing only)
O sows (farrow to wean)
0 head (wean to feeder)
Describe other :
than owner) :
x 1417 lbs.
x 522 lbs.
x 135 lbs.
x 433 lbs.
x 30 lbs.
2500 feet
Total Average Live Weight =
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 378000 lbs. ALW x Treatment
Treatment Volume(CF)/lb. ALW =
Volume = 378000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume =
4. TOTAL DESIGNED VOLUME
Inside top length (feet)
Inside top width (feet)
0 cubic feet
O lbs
O lbs
378000 lbs
O lbs
O lbs
O lbs
378000 lbs
Volume(CF)/lb. ALW
1 CF/lb. ALW
Top of dike elevation (feet)
Bottom of lagoon elevation (feet)
Freeboard (feet)
Side slopes (inside lagoon)
Total design volume using prismoidal
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2
3.0 3.0 3.0 3.0
AREA OF TOP
LENGTH * WIDTH =
194.0 374.0
AREA OF BOTTOM
LENGTH * WIDTH =
134.0 314.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
164.0 344.0
CU. FT. = [AREA TOP +
72556.0
formula
LENGTH
194.0
200.0
380.0
52.5
41.5
1.0
3.0 : 1
WIDTH DEPTH
374.0 10.0
72556 (AREA OF TOP)
42076 (AREA OF BOTTOM)
225664 (AREA OF MIDSECTION * 4)
(4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
225664.0 42076.0 1.7
Total Designed Volume Available = 567160 CU. FT

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
200.0 380.0 76000.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 76000.0 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 = 378000 lbs. ALW/135 lbs ALW * 1.37 gal/day 180 days
Volume = 690480 gals. or 92310.2 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 or excess water. Flush systems
that recirculate the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallon
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount
180 days excess rainfall = 7.0 inches
Volume = 7.0 inches * DA / 12 inches per foot
Volume = 44333.3 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 47500.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 92310 cubic feet
5B. 0 cubic feet
5C. 44333 cubic feet
5D. 47500 cubic feet
TOTAL 184143 cubic feet

6. SUMMARY
Temporary storage period >
Rainfall in excess of evaporation >
25 year - 24 hour rainfall >
Freeboard >
Side slopes >
Inside top length >
Inside top width >
Top of dike elevation >
Bottom of lagoon elevation >
Total required volume >
Actual design volume >
Seasonal high watertable elevation (SHWT)===>
Stop pumping elev. >
Must be > or = to the SHWT elev. >
Must be > or = to min. req. treatment el.=>
Required minimum treatment volume >
Volume at stop pumping elevation >
180
7.0
7.5
1.0
3.0
200.0
380.0
52.5
41.5
562143
567160
46.0
48.7
46.0
47.5
378000
377099
Start pumping elev. > 50.8 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr - 24 hr rainfall===> 519660 cu. ft.
Volume at start pumping elevation > 517202 cu. ft.
Required volume to be pumped > 136643 cu. ft.
Actual volume to be pumped > 140103 cu. ft.
Min. thickness of soil liner when required==> 1.6 feet
7. 1E4- BY •
C- i/t e cLS, Jl
DATE: 6 - - c 3- DATE:
APPROVED BY:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
days
inches
inches
feet
1
feet
feet
feet
feet
cu. ft./
cu. ft./
feet
feet
feet
feet
cu. ft.
cu. ft.
COMMENTS
\` Et��t a w +�� `t � cA Q t)
r

0
SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 50.8 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 48.7 . This temporary
storage, less 25 yr- 24 hr storm, contains 136643 cubic feet or
1022093 gallons.

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inch per hour. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.