520013_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: 52-0013 Certificate Of Coverage Number: AWS520013
2. Facility Name: DC Mills Farm
3. Landownar's Name(same as on the Waste Management Plan): DC Mills Farms Inc .
4. Landowner's Mailing Address: , 3 Lit,rh t
City: .� State: NC Zip:
Telephone Number: 910-340-4871 Ext. E-mail:
5. Facility's Physical Address: 387 Lee Mills Rd
City: Trenton State: NC Zip: 28585
6. County where Facility is located: Jones
7. Farm Manager's Name(if different from Landowner):
g. Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write"None"): Mumhv-Brown LLC
10. Operator Name(OIC): Donnie W.Mills Phone No.: 910-627-1946 OIC#: 1005261
11. Lessee's Name(if there is not a Lessee,write"None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Feeder to Finish 3,520
Operation Types:
Swine Cattle Dry Pogl_yr Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
.corrections and provide missing data.)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name Built Unknown) (Cubic Feet) (Square Feet) (Inches)
1 110,207.00 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 143-215.1OC(d)to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed b► the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example:irrigation map).
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g.composting,digesters,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation,signature should be by a principal executive officer of the corporation):
Title: Q lra� ct�yti
Signature!i-�p}�►� W, 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:2019PermitRenewalr_&ncdenr.gov
FORM: RENEWAL-STATE GENERAL 02/2019

APR 10 2019
ROY COOPER � � � Si4`8wouality
PA9k=10p6F8Vorts SGWW
MICHAEL S.REGAIN �•-
S�v.mterry . ..
t7trsedor Envrronmentat Quaktty
February 27,2019
DC Mills Farms Inc
DC Mills Farm
1764 Lyman Rd
Chinquapin,NC 28521
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non-Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non-Discharge General Permits are available
at https://deg.nc.2ov/about/divisions/water-resources/water-gualit,,-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 vour continued coverage under the State Non-Discharge General Permits. N ou must submit an aonlication for
permit coverage to the Division. Enclosed ?ou will find a "Request for Certificate of Coverage Facility Currenth Covered b-, an
Expiring State Non-Discharge General Permit." The application form must be completed signed and returned b,_ April 3, 2019.
Please note that you must include one (1) cony of the Certified Animal Waste Management Plan tCAWMPI with the
completed and signed application form. A list of items included in the CAWMP can be found on cage 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to$25,000 per day.
If you have any questions about the State Non-Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
Jon Risgaard,Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc(w/o enclosures): Washington Regional Office,Water()ualiir Regional Operations Section
Jones County Soil and Water Cup.;-MMion D ict
AFOG Section Central File -AWS520013
Muohv-Brown LLC
ti Nont d sra �e Deaattmee t of E-%'Tor ire•ts '',-s ty 1 D"ws's-x#V4t�ter Rescar cces
v17N_Sasb.WSt.11636h's ::am •s;.76 4636
Si'S"737 2:;30

USDA United States
Department of Jones County, North Carolina Farm 4149
A g riculture
Tract 76
2019 Program Year
CLU Acres I HEL Crop
1 39.06 NHEL
2 20.54 NHEL
5 8.71 NHEL Noncro land
6 12.7 UHEL Noncropland
Page Cropland Total: 59.6 acres
W-r-41
Ac
Map Created November 01,2018
{ ' ? Base Image Layer flown in 2016
s{ Common Land Unit
- Cropland
t - Non-Cropland
Tract Boundary
- Wetland Determination Identifiers
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 producerandfor 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 youroriginal determination(CPA-026 and attached maps)for exact boundaries and determinations or contact NRCS.

Versinn—November 26,2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods othor than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
o 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 beat least one foot above the seasonal
high water table.Attach burial location map and plan.
Q Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
dRendering at a rendering plant licensed under G.S. 106-168.7.
OComplete incineration according to 02 NCAC 52C.0102.
Q ® 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 DEC.
Q Q In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture&Consumer Services(G.S. 106-549.70).
Q 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.
` — 79M
Signature of Farm Owner/Manager Date
l� ic.i
1, i ature oT hnical Specialist Date

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 Manua/
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) 601-(,3bb
EMERGENCY MANAGEMENT SERVICES (EMS) q l l
SOIL AND WATER CONSERVATION DISTRICT (SWCD) (ZS7a qqp _ gqj
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) sz Llq{ Z-7 I
COOPERATIVE EXTENSION SERVICE (CES) fn (448`6
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.
RECIE�� •rlr'�
C. Leakage from the waste pipes and sprinklers-action include:
a) Stop recycle pump. APR 10 2019
b) Stop irrigation pump.
c) Close valves to eliminate further discharge.
1
d) Repair all leaks prior to restarting pumps. #"etwouality
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: Sa.."s r(; -^,1 �t,�e� �
b. Contractors Address: l 10L rge- s4n&ct,lc-ems}on ,3c Zt gs-
c . Contractors Phone: 262—yy —13,1I
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: A f,
b. Phone: 2SZ 33
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(✓)Maintain vegetative control along banks of
Vegetative Growth lagoons and other impoundment's to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage () Design,operate and maintain feed systems(e.g..
bunkers and troughs)to minimize the accumulation
of decaying wastage.
() Clean up spillage on a routine basis(e.g.7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulation of feed () Reduce moisture accumulation within and around
residues immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment(e.g.,covered bin for
brewer's grain and similar high moisture grain
products).
() Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Accumulation of animal () Eliminate low area that trap moisture along fences
Areas wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal.
() Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e.inspect for and remove or break up accumulated
solids as needed).
MIC--November 11, 1996
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.
I certify the aforementioned insect control Best Management Practices have been
reviewed with me.
(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 (,,)Vegetative or wooded buffers:
(V)Recommended best management
practices;
(,,')Good judgment and common sense
Animal body Dirty manure ()Dry floors
surfaces covered animals
Floor surfaces Wet manure-covered (,,)Slotted floors;
floors (,")Waterers located over slotted floors;
(,")Feeders at high end of solid floors;
(✓)Scrape manure buildup from floors;
( )Underfloor ventilation for drying
Manure collection Urine (V)Frequent manure removal by flush,pit
pits recharge or scrape
Partial microbial ( )Underfloor ventilation
decomposition
Ventilation Volatile gases (V)Fan maintenance;
exhaust fans Dust (,,)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 Agitation of recycled()Extend recharge lines to near bottom of
points lagoon liquid while pits pits with anti-siphon vents
are filling
Lift stations Agitation during sump ( )Sump tank covers
tank filling and drawdown
Outside drain Agitation during waste ( )Box Covers
collection or water conveyance
junction boxes
End of drain Agitation during waste ( )Extend discharge point of pipes
pipes at lagoon water underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions (v)Proper lagoon liquid capacity
Biological mixing (✓)Correct lagoon startup procedures
Agitation ( )Minimum surface area-to-volume ratio
(V)Minimum agitation when pumping
( )Mechanical aeration
( )Proven biological additives
Irrigation sprinkler High pressure agitation (✓)Irrigate on dry days with little or no wind
nozzles Wind draft (✓)Minimum recommended operation pressure
(✓)Pump intake near lagoon liquid surface
( )Pump from second-stage lagoon
AMOC--November 11, 1996
12

Storage tank or Partial microbial ( )Bottom or midlevel loading
basin surface decomposition Mixing while ( )Tank covers
filling Agitation when emptying( )Basin surface mats of solids
( )Proven biological additives or oxidants
Settling basin Partial microbial decom- ( )Extend drainpipe outlets underneath liquid
surface position Mixing while filling level
Agitation when emptying ( )Remove settled solids regularly
Manure,slurry or Agitation when spreading ( )Soil injection of slurry/sludges
sludge spreader Volatile gas emissions ( )Wash residual manure from spreader after use
outlets ( )Proven biological additives or oxidants
Dead animals Carcass decomposition ( )Proper disposition of carcasses
Dead animal Carcass decomposition ( )Complete covering of carcasses in burial pits
disposal pits ( )Proper location/construction of disposal pits
Incinerators Incomplete combustion ( )Secondary stack burners
Standing water improper drainage (✓)Farm access road maintenance
around facilities Microbial decomposition of away from facilities
organic matter
Manure tracked Poorly maintained access (✓)Farm access road maintenance
onto public roads roads
from farm access
Additional Information: Available From:
Swine Manure Management 0200 Rule/BMP Packet NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies,EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management:Pit Recharge--Lagoon Treatment:E BAE 1 28-88N CSU-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.
e�t44z=
(Landowner Signature)
13

ANI2SAL WASTE MANAGEHE21T PLAN CERTIFICATION FOR NEW OR EXPANDED FEEDLOTS
-Please return the completed form to the Division of Environmental Management at
the addrean on the raverae aide of thin form.
Name of farm (Please print) :
Address•
Phone No. :
County:__
Farm location: Latitude and Longitude:3S! f .` IS �� �'' S - -
,� (required) . Also,
please attach a copy of a county road map with location identified.
Type of operation (swine, layer, dairy, etc.) .-
Design capacity (number of animals) :
Average size of operation' (12 month population avg.) .
Average acreage needed for land application of waste (acres) : 1- 1
===c=c===as=ava:sae:a:aa==aa=a==aaaxaaassa:aaaaaaaanaa==aaa=as==aaaaaa========n
Technical Specialist Certification
As a technical specialist designated by the North Carolina Soil and Water
Conservation Commission pursuant to 15A NCAC 6F .0005, I certify that the new or
expanded animal waste management system as installed for the farm named above
has an animal waste management plan that meets the design, construction,
operation. and maintenance standards and specifications of the Division of
Environmental Management and the USDA-Soil Conservation Service and/or the North
Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 2H.0217 and
iSA NCAC 6F .0001-.0005. The following elements and their corresponding minimum
criteria--have-been verified by me or other designated technical specialists and
are included in the plan as applicable: minimum separations (buffers) ; liners or
equivalent for lagoons or waste storage ponds; waste storage capacity; adequate
quantity and amount of land for waste utilization (or use of third party) ; access
or ownership of proper waste application equipment; schedule for timing of
applications; application rates; loading rates; and the control of the discharge
of pollutants from stormwater runoff events less severe than the 25-year, 24-hour
storm.
Name of Technical Specialist (Please Print) : L s
Affiliation: - SG
Address (Agee �) : g_�({�aatQ Z2.6,yfv� le 2- !ram Phone No. 5, 5-4-4fSl- 2>n
Signature: v _ „�i� GL/. �r �-___ Date,
====a==naa=ne==a=aaazaaaaaaaaaa:sxa::saaaaaaa::5aaaa3a aaaaa=naanaaane
Owner/Manager Agreement
I (we) understand the operation and maintenance procedures established in the
approved animal waste management plan for the farm named above and will implement
these procedures. I (we) know that any additional expansion to the existing
design capacity of the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the Division of
Environmental Management before the new animals are stocked. I (we) also
understand that there must be no discharge of animal waste from this system to
surface waters of the state either through a man-made conveyance or through
runoff from a storm event less severe than the 25-year, 24-hour storm. The
approved plan will be filed at the farm and at the office of the local Soil and
Water Conservation District. J /]
Name of Land Owner (Please Print) :
Signature- 1/ 7 ' K � Date-
Name of Manager, if different from owner (Please print) :
Signature: Date•
N ote: A change in land ownership requires notification or .a new certification
(if the approved plan is changed) to be submitted to the Division of
Environmental Management within 60 days of a title transfer.
DEM USE ONLY:ACNEWN

[�t licad and neck giapsh- t+'
brown -large white ring `l
around eyes •white throat 1 :� 3
*body brownish-gray,
glossed with green on back
and tail-wing speculum FEMALE
blue, edged with white
10
*belly white -bill gray 10��
with white spot-eyes dark -
brownish-red-feet dusky
yellow. '� /, �iw.,,.••
a I
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female, _ �, Speculum Iw �eic _
, show r '. /
ite bewng tail- Y
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Ducks '
Although there is some disagreement as to awkward on land and so seldom feed on
the sub-species of ducks, there seems to be croplands. Their smaller, more pointed wings
general agreement among ornithologists that (an aid in swimming) required a 'run' on the
two of these sub-species are the dabbling surface to become airborne and they thus re-
ducks and the diving ducks. quire larger areas of open water than the dab-
The small to large size dabbling ducks or bling ducks.
surface-feeders are the best known of the Other groups include the 'stiff-tail' ducks,
duck family. They feed in shallow water by of which the ruddy duck is an example; and
tipping up their tail and reaching below the the mergansers which include the common,
surface with their bill. They frequently live on hooded and red breasted mergansers. The
small ponds and other water areas of common merganser is, not surprisingly, the h..
restricted space. Their larger wing areas (in rn 1, 4-, most common, and is the largest of all N rmm�aricnn ,..-.-1 ..n..,..��__- '_ - ortli

Orientation: -45.0 Z .Magnification: 35.8 Inclination: 20.0
56.00'
55.00 .
54. 00
52. 0 0 .- •, ��.
51. 00 yy )
�V
Lower Left 30 Mesh Surface
30 Mesh Surface
Existing
Project: BILLY MILLS
Drawing: 4 880'S
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared bye: using Sitework

A56.50 ,; 56.10- �G0®0
56.20 W 56.00 X 55.50 *:i5.00
56. 00 X 55.90 X 55.40 X 4.70
• �e 55 8A )K 5B.40 X Ss.70 54.10
X 54.10 X 54.70 X 55.00 3.30
A 52.70 CIE 53.20 )K 52.50 )K 52. 0
51.60 X62.00 YE 53.40 X 51.40
Daylight P i ter
• 60.50
Plot of all data for the surface:
Existing
Project: BILLY MILLS
Drawing: 4 880'S
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitework

f
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Orientation: -45.0 Z Magnification: 17.4 Inclination: 20.0
------- ........ ........
............ ......... ......................
......... ...... .......
60.00 ti
................. ..................
■
. ........... ................
Jj0J% ............. ........................ -......................
........ .....
64.00
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[A �� III l `ll ��l�iill A
..........
. ........
... ... . . .....
46. 00
Lower Left 30 Mesh Surface
30 Mesh Surface
Balanced
Project: BILLY MILLS
Drawing: 4 880'S
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared bW: using Sitework

Fill sb- -,-nk/swell percent: 20 . 00 Cut shrink/swell,_-percent: 0. 00
Iterating to balancing within 10 . 0 cubic yards. . .
delta Cut Fill CUT - FILL
0. 00 20626. 97 8995.96 11631. 01
1. 48 16238 . 10 17688.22 -1450. 12
1. 31 16705. 17 16701.29 3 . 88
1. 31 16703 .90 -X16703 .81 0. 10
Raise "Proposed" by 1. 31 feet.
New surface called "Balanced" has been created.
Project: BILLY MILLS E: 'A°A--,
Drawing: 4 8801S
Number:
l-o b rE V`n O ��-�
Location:
Bid Date:
Engineer:
Owner: E
Estimator:
d Vc
Prepared by: using Sitework

� a
59.15
5 .51
S8.75
tA-- 3
58.7S
57.91
i 58.35
58.35
51.81
57.95
!................................................................
S7..56..................................................................... ... 56
..................................................... 46:;5.
46• -56..................................................... 46... rp
/... : .
Daylight P i ter
51.81
Plot of all data for the surface:
Balanced
Project: BILLY MILLS
Drawing: 4 880'S
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitework

.........o.............................................................
.
..................................... ........ �.I.........� `: `.
•46:•88•-.
330 i, `:33 W.
310
g o TT 0 1-
y6-5b
'.. ..........................3. ....�.........................
/67 .
�s.............................................................. ''•
t...................'r. ...........................................................................a s6
Daylight Perimeter
Plot of the contour data for the surface:
Balanced
Project: BILLY MILLS
Drawing: 4 880 'S
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitework

Be.se 59.15l
58. S .51
56.56 58.75
.68.68 58.75
5 .91
58.35
58.35
5 .61
57.95
. § 1
\6 /46.S
56
46.56
/S7.S6
46.56 4\6
S Be
Oawlight P i ter
51.81
Plot of the sloping lines for the surface:
Balanced
Project: BILLY MILLS
Drawing: 4 880'S
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared bye: using Sitework

F0Q2 Wwl wAj
C O IJ S-i-. B: 8-g—
moo' rill
Ai- �N� o� �4J tf
k�0
Ge.se 59.15
S YE W VA � - 58.51
�tvr--vksi0 C
se.se 58.75
68.75
8 ° �9 0 t
I! 2�-
�vi:a 57.91,
Be. ie
l 58.35
it
r �' B 57.si
67.96
56.31
Plot of the sloping lines for the surface:
Balanced
Project: BILLY MILLS
Drawing: 4 880 '5
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitework

. §
tub
59.15
. it5 .51
58.75
i
58.75
5 .91
58.35
58.35
5 .61
57.95
7
.. A .................!.................................................. ....',
.... ..... .. se
46 ..................................... ...., 46'..5
.r ti
Jz
,n
4s:5$.............................................. 46`.S6
./S ...........................................................
:.............................................................................................. .56
Daulight P i ter
51.61
on i v wri i c,• a AfaA q! Balanced 30 JAN 94 4:37 PM

...........
. ................
Pro sed
58. 00 ............................................................ .................................... ............... ........................................... . . ............. .................. ................................................................................... ........
rz.x I s t i m2l
58.00 .................................................................. ...... ......................................... ....................... .......
-
- - - - - - - - -
- - - - - - - - - Balanced
.. . . ... .... ..................................... .......... ..... ................................................. i.. ..... .... ............. ............... ......
S2. 00 .. .. ............ ... ....................................... ......... .................... ..... ........................... ...... ...................................
------ ---- - .... ..
k
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p
................... ........... ................ ....... ......................... . ....... T.......................... ...... .. ....................
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k
48. 00 .... . ... ..................... ...... ... ................... ........................... ............... .................-4.
........... ..... ... ...............................
46. 0 0 ............ .......... ............ ... .... .............. ......... .................................. .......I.......................................................................... ....... . ......
44.00
(3B9.05,779.02) <660. 03> (386.81,129.00)
RTt I Y MTI I.S! 4 880'S 30 JAN 94 4:37 PM

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.
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.
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.

SCS-ENG-538 U. S. DEPARTMENT OF AGRICULTURE
Rev. 5-70 SOIL CONSERVATION SERVICE
t SOIL INVESTIGATION TO DETERMINE.SUITABILITY OF PROPOSED POND SITE
FARMER'S NAME 'Rz'. DISTRICT
DATE_ - _ sa- -G -��-0� COUNTY-
S. C. S. PHOTO SHEET NO. WORT{ INTT
WATERSIIED AREA MEASUREMENTS
CROPLAND ACRES PASTURE ACRES n b4 fa o--ti
WOODLAND ACRES TOTAL ACRES POND CLASS WORK UNIT CONSERVATIU:vIST
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE (Approx. scale 1"= feet)
Locale reference point -m center line of dam and Identify on sketch.
U
r
_ c
5
(. .o
c
� I
ti
( T -
T
i
I�
L .
SHOW BORING NUMBER AND PROFILE
DEPTH Nake and list dam•stfe and spillway borings first-then panded area and borrow pit borings-separate with vertical red line.
SCALE (Cnntinvod on back where necessary) Show water table elevations on dam-site borings.
1 6 8 24 6 8 5 e i I' 12 Ii! l6 >�1' >� -19 20 21 22 23
M -
tYN -A
S
-S t ti C- 5r^ G C C M rn st
S-6 se- ST1 r r,
t!i- C. r '1 SG L rn
P•M�s
_k�� BORINGS MADE $Y e'::C SIGNATURE & TITLE

Operator:BILLY MILLS County: JONES Date: 01/30/94
Distance to nearest residence (other than owner) : 1200 . 0 feet
1. STEADY STATE LIVE WEIGHT
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
3520 head (finishing only) x 135 lbs. = 475200 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
head (wean to feeder) x 30 lbs. = 0 lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 475200 lbs
2 . MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 475200 lbs. SSLW x Treatment Volume(CF) /lb. SSLW
Treatment Volume(CF) /lb. SSLW= 1 CF/lb. SSLW
Volume = 475200 cubic feet
3 . STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0. 0 cubic feet
4 . TOTAL DESIGN VOLUME
Inside top length 300. 0 feet ; Inside top width 310. 0 feet
Top of dike at elevation 57 . 6 feet
Freeboard 1. 0 feet ; Side slopes 3 . 0 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation 56 . 6 feet
Bottom of lagoon elevation 46 . 6 feet
Seasonal high water table elevation 52 . 5 feet
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3 . 0 3 . 0 3 . 0 3 . 0 294 . 0 304 . 0 10. 00
AREA OF TOP
LENGTH * WIDTH =
294 . 0 304 . 0 89376 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
234 . 0 244 . 0 57096 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
264 . 0 274 . 0 289344 (AREA OF MIDSECTION * 4)
CU. FT. = AAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMO * DEPTH/6
89376. 0 289344 . 0 57096. 0 1.
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 726360 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
300. 0 310. 0 93000. 0 square feet
Buildings (roof and lot water)
Length * Width =
0. 0 0 . 0 0. 0 square feet
TOTAL DA 93000. 0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0 . 00136
Volume = 475200 Lbs. SSLW * CF of Waste/Lb. /Day * 180 days
Volume = 116329 cubic feet
Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculat
the lagoon water are accounted for in 5A.
Volume = 0. 0 gallons/day * 180 days storage/7 .48 gallons
per CF
Volume = 0. 0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount
180 days excess rainfall = 7 . 0 inches
Volume = 7. 0 in * DA / 12 inches per foot
Volume = 54250. 0 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7 . 5 inches / 12 inches per foot * DA
Volume = 58125. 0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 116329 cubic feet
5B. 0 cubic feet
5C. 54250 cubic feet
5D. 58125 cubic feet
TOTAL 228704 cubic feet
6. SUMMARY
Total required volume 703904 cubic feet
Total design volume avail. 726360 cubic feet
Min. req. treatment volume plus sludge accumulation 475200 cubic ff
At elev. 53 . 6 feet ; Volume is 477214 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 668235 cubic feet
At elev. 55.8 feet ; Volume is 660332 cubic feet (start pumping
Seasonal high water table elevation 52 . 5 feet
7 . DESIGNED BY;�®.� APPROVED BY: �/• ,
DATE: -?� (9 DATE: 2 zZ_ 9 4"-
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
!4 r ..
i_. q
COMMENTS: J �{i�,��J �.�d.4��--L�._ •.��o , ���� � �--G l

OPERATION-AND-MAINTENANCE-PLAN
This lagoon is designed for waste treatment (permanent storage) with
min. odor control. The time required for the planned fluid level to be
reached (permanent + temporary storage) may vary due to soil conditions
flushing operations, and the amount of fresh water added to the system.
The designed 6 months temporary storage is an estimated volume
based on: 1) waste from animals; 2) excess rainfall after evaporation;
and 3) the largest 24 hour (one day) rainfall that occurs on the
average of once every 25 years. The volume of waste generated from
a given number of animals will be fairly constant throughout the year
and from year to year. This estimate is based on 7 inches of excess
rainfall which is equal to or exceeds the highest 6 months excess in
a year. The average annual excess rainfall is a Therefore, an average of 8 inches of excess rainfalllwilllneedltohbe.
pumped each 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 on the elevation to
begin pumping, a permanent marker must be installed on this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain minimum treatment depth (6 feet) .
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,
. Fresh
flush buildings with recycled lagoon liquid 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 pump-out of the lagoon when fluid level reaches eleva-
tion 55. 8 as marked by permanent marker. Stop
the fluid level reaches elevation P pump-out when
less than 6 feet deep 53 . 6 or before the fluid depth is
bacteria) . The design (this prevents
less 25 yearrstorm
is 170579 cubic feet or 1275931 gallons. As stated before, this
volume will vary considerably from year to year.

SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
i
----------------------------------------------------------
Clearing:
All trees and brush shall be removed from the construction area
before any excavating or fill is started. Stumps will be removed
within the area of the foundation of the embankment and fill areas
and all excavated areas. All stumps and roots exceeding one (1)
inch in diameter shall be removed to a minimum depth of one (1)
foot. Satisfactory disposition will be made of all debris. The
foundation area shall be loosened thoroughly before placement of
embankment material. Lagoon site (and pad site if needed) to be
stripped of topsoil (311) and stockpiled for use on dike and pad
slopes (2-311) . The topsoiling quantity is in excess of amounts
specified on page one (1) .
Cut-off Trench:
---------------
4.11t
A cut-off trench ( }. be installed as shown in
the plans. ,• /G
Construction:
-------------
1 Construction of excavated and earthfill areas shall be performed to
the neat lines and grades as planned. Deviations from this will
require prior approval of the SCS. Earthfill shall be placed in
max. of 6" lifts and not placed in standing water. Compaction shall be
performed by the construction equipment or sheeps-foot roller during
placement. The embankment of the lagoon shall be installed using
the more impervious materials. Construction of fill heights shall
include ten (10) percent for settlement. To protect against seepage,
when areas of unsuitable material are encountered, they will need to
be excavated a minimum of below grade and backfilled and
compacted with a SCS approved ma rial (ie-CL, SC,CH) . Refer to the soil
investigation information in the ans for special considerations .
Precautions should be taken during ons�ruc on to prevent excessive
erosion and sedimentation. �
Vegetation:
All exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible after
construction according to seeding specifications sheet.

SEEDING RECOMMENDATIONS
-----------------------
AREA TO BE SEEDED: 3 . 0 ACRES
USE THE SEED MIXTURE INDICATED:
180 LBS. FESCUE GRASS S 60 LBS. /ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30
0 LBS. 'PENSACOLA' BAHIA GRASS S 60 LBS. /ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 30
0 LBS. HULLED BERMUDA GRASS S 8 LBS. /AC.
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0 LBS. RYE GRAIN S 30 LBS. /ACRE (NURSERY FOR FESCUE)
120 LBS. RYE GRASS' S 40 LBS. /ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
3000 LBS. OF 10-10-10 FERTILIZER (1000 LBS. /ACRE)
6 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
300 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS. /ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

Nutrient Management Plan For Animal Waste Utilization
03-16-2009
This plan has been prepared for: This plan has been developed by:
Billy Mills Keith Metts
Billy Mills Jones SWCD
149 Lee Mills Rd. P. 0. BOX 40
Trenton, NC 28585 Trenton, NC 28585
910-324-1031 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 concerning animal
waste management that are included with this plan.
Si �eer) Da!e
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: ^ '` 6"y q
Technical Specialist Signature Date
APR 102019
--------------------------------------------------------------------------------. ------ :- -------------------------------------------- ------------------
544705 Database Version 3.1 ' �} e Q3-16-2009 Cover Page 1
Regional uperahons on

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 3,263,040 gals/year by a 3,520
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 7515
Incorporated 12907
Injected 14214
Irrigated 8169
Max.Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs) * Applied(lbs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 8,169 11118 -2,949 4,441,087 -1,179,047
---------- -------------------------------- ------- ---------------- -------- ---- ---- ---c--.-------------------------------------------------------------
Note: In source ID,S means standard source,U means user defined soure
*Max.Available PAN is calculated on the basis of the actual application method(s)identified in the plan for this source.
544705 Database Version 3.1 Date Printed: 03-16-2009 Source Page Page 1 of 1

Narrative
The producer may wish to graze his hayland. If he does he will use the following rates. The
application window will be the same as listed in this waste plan for bermuda hay.
Soil Type Crop Lbs N/Ac
GoA Bermuda Pasture 275-Lbs.
St Bermuda Pasture 234-Lbs.
-----------------------------------------------------------------------------------------------------------------------------------------------------------------
544705 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
r` rool(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 P205 applied to each crop is shown in the following table if
the field's PLAT rating is High or Very High.
Planned Crops Summary
Total Useable Plat Pl A
Acres Removal Applied
Tract Field Acres Rating LI Soil Series Crop Sequence RYE (lbs/acre) (lbs/acre)
76 H1 5.83 5.83 Low 17.0 Goldsboro Small Grain Overseed 1.0 Tons 15 N/A
Hybrid Bermudagrass Hay 6.5 Tons 80 N/A
76 H2 5.74 5.74 Low 17.0 Goldsboro Small Grain Overseed 1.0 Tons 15 N/A
Hybrid Bermudagrass Hay 6.5 Tons 80 N/A
76 H3 5.74 5.74 Low 12.0 Stallings Small Grain Overseed 1.0 Tons 15 N/A
Hybrid Bermudagrass Hay 5.5 Tons 68 N/A
76 H4 5.74 5.74 Low 12.0 Stallings Small Grain Overseed 1.0 Tons 15 N/A
Hybrid Bermudagrass Hay 5.5 Tons 68 N/A
76 H5 5.74 5.74 Low 12.0 Stallings Small Grain Overseed 1.0 Tons 15 N/A
Hybrid Bermudagrass Hay 5.5 Tons 68 N/A
76 H6 3.64 3.64 Low 12.0 Stallings Small Grain Overseed 1.0 Tonsl 15 N/A
Hybrid Bermudagrass Hay 5.5 Tons 68 N/A
PLAN TOTALS: 32.43 32.43
544705 Database Version 3.1 Date Printed 3/16/2009
PCS Page Page 1 of 2
NOTE: Symbol*means user entered data.

LI Potential Leaching Technical Guidance
Low potential to contribute to soluble None
2
nutrient leaching below the root zone.
>—2& Moderate potential to contribute to soluble Nutrient Management(590)should be planned.
<=10 nutrient leaching below the root zone.
High potential to contribute to soluble Nutrient Management(590)should be planned. Other conservation practices that improve the soils
nutrient leaching below the root zone. available water holding capacity and improve nutrient use efficiency should be considered. Examples
>10 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
544705 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 Year 1
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient NutrientA pplied Applied Applied Applied
Req'd Applied pplied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (lbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N galZA Tons 1000 gals tons
76 Hl S7 Goldsboro 5.83 5.83 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 116.44 0.00
76 Hl S7 Goldsboro 5.83 5.83 Hybrid Bermudagrass Hay 6.5 Tons 3/1-9/30 *325 0 0 Irrig. 325 129.82 0.00 756.84 0.00
76 H2 S7 Goldsboro 5.74 5.74 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 114.64 0.00
76 H2 S7 Goldsboro 5.74 5.74 Hybrid Bermudagrass Hay 6.5 Tons 3/1-9/30 *325 0 0 Irrig. 325 129.82 0.00 745.16 0.00
76 H3 S7 Stallings 5.74 5.74 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 5q 19.97 0.00 114.64 0.00
76 H3 S7 Stallings 5.74 5.74 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 *275 0 0 Irrig. 275 109.85 0.00 630.52 0.00
76 H4 S7 Stallings 5.74 5.74 Small Grain Overseed 1.0 Tons 10/1-3131 50 0 0 Irrig. 50 19.97 0.00 114.64 0.00
76 H4 S7 Stallings 5.74 5.74 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 *275 0 0 Irrig. 275 109.85 0.00 630.52 0.00
76 H5 S7 Stallings 5.74 5.74 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 114.641 0.00
76 HS S7 Stallings 5.741 5.741 Hybrid Bermudagrass Hay 5.5 Tons .3/1-9/30 *275 0 0 Irrig. 275 109.85 0.00 630.52 0.00
76 H6 S7 Stallings 3.64 3.64 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 72.70 0.00
76 H6 S7 Stallings 3.64 3.64 Hybrid Bermudagrass Hay 5.5 Tons 311-9/30 *275 0 0 Irrig. 275 109.85 0.00 399.84 0.00
544705 Database Version 3.1 Date Printed:3/16/2009 WUT Page Page 1 of 2

Waste Utilization Table Year 1
.4itrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient NutrientA pplied Applied Applied Applied
Req'd Applied pplied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (lbs/A)
Applic. Applic. 1000
Source Total Use. RYE Period N N N Method N gal/A Tons 1000 gals tons
Tract Field ID Soil Series Acres Acres Crop
Total Applied,1000 gallons 4,441.09
Total Produced,1000 gallons 3,263.0
Balance,1000 gallons -1,178.05
Total Applied,tons 0.00
Total Produced,tons 0.00
Balance,tons 0.00
Notes: 1. In the tract column,—symbol means leased,otherwise,owned. 2. Symbol*means user entered data.
544705 Database Version 3.1 Date Printed:3/16/2009 WUT Page Page 2 of 2

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies with soils. If
applying waste nutrients through an irrigation system,you must apply at a rate that will not result in runoff. This table provides the
maximum application rate per hour that may be applied to each field selected to receive wastewater. It also lists the maximum
application amount that each field may receive in any one application event.
Irrigation Application Factors
Application Rate Application Amount
Tract Field Soil Series (inches/hour) (inches)
76 H1 Goldsboro 0.50 1.0
76 H2 Goldsboro 0.50 1.0
76 H3 Stallings 0.50 1.0
76 H4 Stallings 0.50 1.0
76 H5 Stallings 0.50 1.0
76 H6 Stallings 0.50 1.0
544705 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 N P205 K20 Mg Mn Zn Cu Lime
(lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (tons/A)
Tract I Field 76 Hl ReTd Nutrients 50 0 0 0 0 0 0 0
Acres App.Period 5.83 1 1011-3/31 Supplied By:
CROP Small Grain Overseed Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Goldsboro Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 1.0 Tons 03-11-09 Manure 50 27 68 6 0 1 01 0
P Removal Rating 15 lbs/ac. Low BALANCE 0 27 68 6 0 1 0 0
F
Tract Field 76 H2 Req'dNutrients 50 0 0 0 0 0 0cres I App.Period 5.74 10/1-3/31 Supplied By:
CROP Small Grain Overseed Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Goldsboro Residual 0 0 01 0 0 0 0 0
RYE Sample Date 1.0 Tons 03-11-09 Manure 50 27 68 6 0 1 0 0
P Removal Rating 15 lbs/ac. Low BALANCE 0 27 68 6 0 1 0 0
Tract Field 76 H3 Req'd Nutrients 50 0 0 0 0 0 0 0
Acres I App.Period 5.74 10/1-3/31 Supplied By:
CROP Small Grain Overseed Starter 01 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Stallings Residual 0 0 0 01 0 0 0 0
RYE I Sample Date 1.0 Tons 03-11-09 Manure 50 27 68 6 0 1 0 0
P Removal Rating 15 lbs/ac. Law BALANCE 0 27 68 6 0 1 0 0
Tract Field 76 H4 Req'd Nutrients 50 0 0 0 0 0 0 0
Acres I App.Period 5.74 10/1-3/31 Supplied By:
CROP Small Grain Overseed Starter 0 0 0 01 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Stallings Residual 01 01 0 0 0 0 0 0
RYE Sample Date 1.0 Tons 1 03-11-09 Manure 501 271 68 6 0 1 0 0
P Removal I Rating 15 lbs/ac. ILow I BALANCE 01 271 68 6 01 11 0 0
544705 Database Version 3.1 Date Printed: 3/16/2009 NMR Page Page 1 of 4

Nutrient Management Recommendations Test
YEAR O N P2O5 K2O Mg Mn Zn Cu Lime
(lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (tons/A)
Tract Field 76 H5 Req'd Nutrients 50 0 0 0 0 0 0 0
Acres I App.Period 5.74 10/1-3/31 Supplied By:
CROP Small Grain Overseed Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Stallings Residual 0 0 0 0 0 0 0 0
RYE Sample Date 1.0 Tons 03-11-09 Manure 50 27 68 6 0 1 0 0
P Removal Rating 15 lbs/ac. Low BALANCE 0 27 68 6 0 1 0 0
Im Tract Field 76 H6 Req'd Nutrients 50 0 0 0 0 0 0 0
Acres I App.Period 3.64 10/1-3/31 Supplied By:
CROP Small Grain Overseed Starter 0 0 01 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Stallings Residual 0 0 0 0 0 0 0 0
RYE Sample Date 1.0 Tons 03-11-09 Manure 50 27 68 6 0 1 0 0
P Removal Rating 151bs/ac. Low JBALANCE 0 27 68 6 0 1 0 0
NOTE: Symbol*means user entered data.
4705 Database Version 3.1 Date Printed: 3/16/2009 NMR Page Page 2 of 4

Nutrient Management Recommendations Test
YEAR 1 N P2O5 K2O Mg Mn Zn Cu Lime.
(lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (tons/A)
Tract IField 76 Hl Req'dNutrients *325 0 0 0 0 0 0 0
Acres I App.Period 5.83 3/1-9/30 Supplied By:
CROP�Hybrid Bermudagrass Starter 0 0 0 0 0 0 0 0
Hay Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Goldsboro Residual 0 0 0 0 0 0 0 0
RYFJ Sample Date 6.5 Tons 03-11-09 Manure 325 177 445 401 2 7 1 0
P Removal Rating 80 Ibs/ac. Low BALANCE 0 177 445 40 21 7 1 0
Tract Field 76 H2 Req'd Nutrients *325 0 0 0 0 0 0 0
Acres 1 App.Period 5.74 3/1-9/30 Supplied By:
CROP Hybrid Bermudagrass Starter 01 0 01 0 0 01 0 0
Hay Commercial Fert. 0 0 0 0 0 01 0 0
Soil Series Goldsboro Residual 0 0 0 0 0 0 0 0
RYE Sample Date 6.5 Tons 03-11-09 Manure 325 177 445 40 2 7 1 0
P Removal Rating 801bs/ac. Low BALANCE 0 177 445 40 2 7 1 0
Tract Field 1 76 H3 Req'd Nutrients *275 0 0 0 0 0 0 0
Acres I App.Period 5.74 3/1-9/30 Supplied By:
CROP Hybrid Bermudagrass Starter 0 0 0 0 0 01 0 0
Hay Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Stallings Residual 0 0 0 0 0 0 0 0
RYE Sample Date 5.5 Tons 03-11-09 Manure 275 150 377 34 1 6 1 1 0
P Removal Rating 68 lbs/ac. Low BALANCE 0 150 377 34 1 6 1 0
Tract Field 76 H4 Req'd Nutrients *275 0 0 0 0 0 0 0
Acres I App.Period 5.74 3/1-9/30 Supplied By:
CROP Hybrid Bermudagrass Starter 0 0 0 0 0 01 0 0
Hay Commercial Fert. 0 0 0 0 0 0 01 0
Soil Series Stallings Residual 0 0 0 0 0 0 0 0
RYE Sample Date 5.5 Tons 03-11-09 Manure 275 150 377 34 1 6 1 0
P Removal Rating 68 lbs/ac. Low BALANCE 0 1501 377 34 1 6 1 0
Tract Field 76 H5 Req'd Nutrients *275 0 0 0 0 0 0 0
Acres App.Period 5.74 3/1-9130 Supplied By:
CROP Flybrid Bermudagrass Starter 0 0 01 0 0 0 01 0
Hay Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Stallings Residual 0 0 0 0 0 0 0 0
RYE Sample Date 5.5 Tons 1 03-11-09 Manure 2751 150 377 34 1 6 1 0
P Removal Rating 68 lbs/ac. Low BALANCE 0 150 377 34 1 6 1 0
544705 Database Version 3.1 Date Printed: 3/16/2009 NMR Page Page 3 of 4

Nutrient Management Recommendations Test
YEAR 1 N P2O5 K2O Mg Mn Zn Cu Lime
(lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (Ibs/A) (tons/A)
Tract Field 76 H6 Req'd Nutrients *275 0 0 0 0 0 0 0
Acres f App.Period 3.64 3/1-9/30 Supplied By:
CROP Hybrid Bermudagrass Starter 0 0 0 0 0 0 0 0
Hay Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Stallings Residual 0 0 0 0 0 0 0 0
n�!
e Date 5.5 Tons 03-11-09 Manure 275 150 377 34 1 6 1 0Rating 68 Ibs/ac. Low BALANCE 0 150 377 34 1 6 1 0
NOTE: Symbol*means user entered data.
1•4705 Database Version 3.1 Date Printed: 3/16/2009 NMR Page Page 4 of 4

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
Lime Recom.
Tract Field Crop pH (tons/acre) Cu-I Copper Recommendation Zn-I Zinc Recommendation
76 HI Small Grain Overseed 6.6 0.0 65 None 143 None
76 Hl Hybrid Bermudagrass Hay 6.6 0.0 65 None 143 None
76 H2 Small Grain Overseed 6.6 0.0 65 None 143 None
76 H2 Hybrid Bermudagrass Hay 6.6 0.0 65 None 143 None
76 H3 Small Grain Overseed 6.6' 0.0 65 None 143 None
76 H3 Hybrid Bermudagrass Hay 6.6 0.0 65 None 143 None
76 H4 Small Grain Overseed 6.6 0.0 105 None 823 None
76 H4 Hybrid Bermudagrass Hay 6.6 0.0 105 None 823 None
76 H5 Small Grain Overseed 6.6 0.0 105 None 823 None
76 H5 Hybrid Bermudagrass Hay 6.6 0.0 105 None 823 None
76 H6 Small Grain Overseed 6.6 0.0 105 None 823 None
76 H6 Hybrid Bermudagrass Hay 6.6 0.01 105 None S23 None
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
544705 Database Version 3.1 Date Printed: 03-16-2009 STV Page Page 1 of 1

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for sludge
utilization for the indicated accumulation period. These estimates are based on average nitrogen concentrations for each source,
the number of animals in the facility and the plant available nitrogen application rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At clean out,this
material must be utilized for crop production and applied at agronomic rates. In most cases,the priority nutrient is nitrogen but
other nutrients including phosphorous, copper and zinc can also be limiting. Since nutrient levels are generally very high,
application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally,effluent spray fields should not be used for
sludge application. If this is not possible,care should be taken not to load effluent application fields with high amounts of
copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water moving to streams and lakes,
phosphorous is a concern. Soils containing very high phosphorous levels may also be a concern.
Lagoon Sludge Nitrogen Utilization Table
Maximum Maximum Sludge
Crop PA-N Rate Application Rate Minimum Acres Minimum Acres Minimum Acres
lb/ac 1000 gal/ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Feeder-Finish Lagoon Sludge- Standard
Corn 120 bu 150 13.16 44.13 88.26 132.38
Hay 6 ton R.Y.E. 300 26.32 22.06 44.13 66.19
Soybean 40 bu 160 14.04 41.37 82.74 124.11
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544705 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 Capacity
Source Name I Swine Feeder-Finish Lagoon Liquid Design Storage Capacity(Days)
Start Date 9/30 180
Plan Year Month Available Storage Capacity(Days)
1 1 100
1 2 86
1 3 133
1 4 167
1 5 180
1 6 180
1 7 180
1 8 180
1 9 180
1 10 163
1 11 147
1 12 123
*Available Storage Capacity is calculated as of the end of each month.
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544705 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.
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544705 Database Version 3.1 Date Printed:3/16/2009 Specification Page 1

S. 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.
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w 544705 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.
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544705 Database Version 3.1 Date Printed:3/16/2009 Specification Page 3

Crop Notes
The following crop note applies to field(s): H3,H4,H5,H6
Bermudagrass Coastal Plain,Mineral Soil,Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain,hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1"to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind.For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5'to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime,phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance.Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July.For established stands apply 180 to 240
lb/ac N annually in split applications,usually in April and following the first and second hay cuts.
Reduce N rates by 25%for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s):H1, H2
Bermudagrass Coastal Plain,Mineral Soil,Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain,hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1"to 3"
deep(1.5"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind.For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5'to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime,phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance.Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications,usually in April and following the first and second hay cuts.
Reduce N rates by 25%for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
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544705 Database Version 3.1 Date Printed: 03-16-2009 Crop Note Page Page 1 of 2

The following crop note applies to field(s): H3,H4,H5,H6
Small Grain: CP,Mineral Soil, low-leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20.For barley,plant 22 seed/drill row foot and increase the seeding rate by 5%for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10%when planting no-till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre.Plant all these small grains at 1-1 1/2"deep.Adequate depth control is
essential. Review the NCSU Official Variety"green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions.Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February-March.
The following crop note applies to field(s):H1,H2
Small Grain: CP,Mineral Soil, low-leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15 November 20.For barley,plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU"Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10%when planting no-till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre.Plant all these small grains at 1-1 1/2"deep.Adequate depth control is
essential.Review the NCSU Official Variety"green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions.Apply no more
than 301bs/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.
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544705 Database Version 3.1 Date Printed: 03-16-2009 Crop Note Page Page 2 of 2

TASLE Z - Traveling Irrigation Gun Settings 15,
BILLY MILLS
Make, Model and Type of Equipment:
P1030 HOBBS, 965'x3" HOSE; SR-150 GUN, .9 T NOZ; 80 PSI,335' DIA, 210 GPM
Field Not Travel Application EGUIPMENTSETTiNGS
TR4VELLAN£ Wetted N
and Speed Rate Effective 1 Dale Operating Operating
Effective Diameter Diameter Pressure
Hydrant No= (RJnrin) (in/hrl Width(fl) Length RT Pressure. Arc �,.e
(�
4 ( tf�) finches) @ Gun(psi) Reel(psi) ern=
rr I i 250 i 860 i Pattcomnmft
�r 5 1 .9 1 80 I2 3300' I 5.83 �2 v
H3 1 rr " I rr I I I I 1 rr
r, r, ,r I ,r I 5.74
H4
H5 rr I n I rr „ I rr I rr 1 rr I rr I rr
I rr � Q
6 I I rr 1 rr 1 480 1 1 5.74 g-T w
I rr i „ I rr I 3.64 5�
1 I I I I 132.43
I I I I I I I I I (
i I I I I I I It
I I I I I I j I I I
I I I I I I I
I I
I I i I I I I I I I t
I
i
I I 1'See attached map provided by the Feld Office for field locabon(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
May also Use degree of arc in degrees.
), { quarter).
Irrigation Parameters
October 1995
page-2 USDA44RCS
North Carolina

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