310214_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources MAR 2 5 2019
Animal Waste Management Systems WaLorQua➢ity
Request for Certification of Coverage Regional 0PW.,V0n.S man
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 ver#y all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 31-0214
Certificate Of Coverage Number: AWS310214
2. Facility Name: Shazon's Nurse #1&2
3. Landowner's Name(same as on the Waste Management Plan
Rand J Patterson
4. Landowner's Mailing Address: 3263 N NC 111 903
City: Albertson State: NC
Telephone Number: 252-568-4198 Ext. Zip: 28508
E-mail: 'ack attersonii embaz mail.com
5. Facility's Physical Address:
Cov Smith Rd
City: Albertson
State: NC Zip: 28508
6. County where Facility is located:
Dnplin
7. Farm Manager's Name(if different from Landowner
Sharon Patterson
8. Farm Manager's telephone number(include area code
252-229-1407 Ext.
9. Integrator's Name(if there is not an Integrator,write ,None,,
Maxwell Foods LLC
10. Operator Name(OIC): Randv J.Patterson
Phone No.: 252252-5� OIC#: 17698
11. Lessee's Name(if there is not a Lessee,write"None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type
Allowable Count
Swine-Wean to Feeder 6,400
20±
Swine Cattle
Wean to Finish R Poultry Other Tvaes
t
Dairy Calf
Wean Feeder Dairy Heifer Non Laying Chickens Horses-Horses
Farrow to Finish Laying Chickens
Milk Cow Pullets Horses-Other
Feeder to Finish Dry Cow Sheep-Sheep
Farrow to Wean Turkeys Sheep-Other
Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boaz/Stud Beef Broad Cow
Gilts Other Wet Poultrl
Other Non Laying Pullet
Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
iner Type Estimated Design Free
Estimated L board
Date (Clay,Synthetic, Capacity Surface Area "Redline
Structure 9 Feet)Feet "
S (Inches)
Built Unknown) (Cubic Feet) (
Name :r{ - �• 19.50
#2 i
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 molt recce Waste Utilization Plan(WUP),sinned th owner a d a cerrif d t finical, eci list.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 evey 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: 2019PermitRenewalCncderingov

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation,signature should be by a principal executive officer of the corporation):
Name: Title: r
Signs..._. Date�
Name: A) Title: �r
gnatur Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
E-mail:[e-mail]
MAR-2 5 2019
ftlnro-wiv
FORM: RENEWAL-STATE GENERAL 02/2019

1C
ROY COOPER
MICHAEL S.REGAN
S"Wary NORTH CAROUNA
LINDA CULPEPPER Environmental Quality
Director
February 27,2019
Randy J Patterson
Sharon's Nursery#1&2
3263 N NC 111 903
Albertson,NC 28508
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
ration
ate Non-Discharge
Your facility is currently approved for operation under
o animalhwa Anil"oP rationeSta State Non-Discharge Gen General
General Permit are available
which expire on September 30, 2019. Copies of th
at httns'IIdea nc•eov/ nut/divisi nsiwat r es Msalmat r- alit -e '0 1- era' ns/ fo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
you mu t ub ni n ann is io r
or er to as we vow cone R0 co erase de t e St to No - sc r -C G Hate, f Cover@Se F e t C e tl ov re b
y on—
fermi c ve ase t the ivision� clos you 11 com Il ed �i��. and re rrned bti Anril 3
TL I' atinn fnTm mu 'th the
E� ir' S e 'V n- ischar General rermr
Ple a note hat you m in��ud ne o of the C 'fie Him 'aste Maltanb e f and Plnn a e 21 f th r newa
�mlale ed and ien�p!lcetion fortis. A lit f ite s lu e i the C -
aoalication form.
rage under a general permit within the time period specified may result in a civil penalty
Failure to request renewal of your cove
under a aid general permit would constitute a violation of NCGS 143-215.1 and could
Operation your facility without coverage
re
result in assessment of civil penalties of up to$25,000 per day.
uestions about the State Non-Discharge General Permits, the enclosed application or any related matter please feel
If you have any q
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): Wilming�Regional Office,Water Quality Regional Operations Section
DUnlln County Soil and Water Conservation District
AFOG Section Central Files- W 0 14
e F L C
North CaroSna Department of Envuonrnental Qaali[y I DWSion of water Resources
gi2 N.Salisbury St. 1836 htaii Service Center I Raleigk,N611h Carolina 27693 1636
919J07 9000

Version—November 26,2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G_S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table.Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B.0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Lr Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture& Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture &Consumer Services (G.S. 106-549.70).
aAny method which, in the professional opinior»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
anal temporary procedures or measures for disposal according to G.S. 106-399.4.
� Q
nature of Farm Owner/Manager --
Date
Signature of Technical Specialist Date

INSECT CONTROL CHECKLIST f-utt AIvravr, ...
Cause 8MP's to Minimize Odor site
(Liquid Systems)
Flush Gutters Accumulation of solids WTush 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 { aintain 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 Vegetative Decaying vegetation {f p intain vegetative control along banks of
Growth lagoons and other impoundments 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 Accumulations of feed residues () Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
() Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal}folding Areas Accumulations of animal wastes () Eliminate low area that trap moisture along fences
and feed wastage and other locations where waste accumulates and
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).
-.995

-- -a- = „ Accumulations of animal wastes {)Remove spillage on a routine basis (e.g.7-10 day
` 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.
O Inspect for and remove or break up accumulated wastes
in filter stripes around stockpiles and manure handling
areas as needed.
The issues checked Nvpertain 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.
andowner Signature)
(Farm Name)
(Facility Number)
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC
27695-7613.
AM1C--November 11, 1996

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BMP's to Minimize Odor Site Specific Practices
Farmstead Swine production ( agetative or wooded buffers;
()-fiecommended best management
pra ces;
( Good judgment and common sense
Animal body surfaces Dirty manure-covered animals (-)-Dry floors
Floor surfaces Wet manure-covered floors (1�I tted floors;
N Waterers located over slotted floors;
() Feeders at high end of solid floors;
( crape manure buildup from floors;
( ) Underfloor ventilation for drying
Manure collection pits Urine requent manure removal by flush,pit
recharge,or scrape
Parital micorbial decomposition O Underfloor ventilation
Ventilation exhaust fans Volatile cases; (*fan maintenance;
Dust (LWliclent air movement
Indoor surfaces Dust (,L,r,ashdown between groups of animals
() Feed additives;
O Feeder covers;
{) Feed delivery downspout extenders to
feeder covers
Flush tanks Agitation of recycled lagoon {) Flush tank covers
liquid whiles tanks are filling O Extend fill lines to near bottom of
tanks with anti-siphon vents
Flush alleys Agitation during wastewater (4 nderfloor flush with underfloor
conveyanance ventilation
Pit recharge points Agitation of recycled lagoon () Extend rechard lines to near bottom of
liquid while pits are filling pits with anti-siphon vents
Lift stations Agitation during sump tank filling (1 Sump tank covers
and drawdown
Outside drain collection Agitation during wastewater (} Box covers
or junction boxes conveyance
End of drainpipes at lagoon Agitation during wastewater ( tend discharge point of pipes
underneath lagoon liquid level
Lagoon surfaces Volatile gas.emissions ( roper lagoon liquid capacity
Biological mixing ( orr ct lagoon startup procedures
Agitation ( mum.surface area-to-volume ratio
( Minimum agitation when pumping
() Mechanical aeration
()Proven biological additives
Irrigation sprinkler nozzles High pressure agitation ( gate on dry days with little or no wind
Wind draft ( ��rRmum recommended operation pressure
('j4<rttp intake near lagoon liquid surface
()Pump from second-stage lagoon
AMOC—November 11, 1996

stowage tank Cr bash• Partial microbial decomposition ()Bottom or midlevel loading
surface Mixing while filling ()Tank covers
Agitation when emptying () Basin surface mats of solids
()Proven biological additives or.oxidants
Settling basin surface Partial micobial decomposition () Extend drainpipe outlets underneath liquid
Mixing while filling level
Agitation when emptying () Remove settled solids regularly
Manure, slurry or sludge Agitation when spreading ( oil injection of slurry/sludges
spreader outlets Volatile gas emissions (.) /ash residual manure from spreader after use
f) Proven biological additives or oxidants
Uncovered manure, slurry Volatile gas emissions while drying ( o infection of slurry/sludges
or sludge on field surfaces { incorporation within 48 hours
pread in thin uniform layers for rapid drying
() Proven biological additives or oxidants
Dead animals Carcass decomposition ( 'Proper disposition of carcasses
Dead animal disposal Carcass decomposition () Complete covering of carcasses in burial pits
pits () Proper location/construction of disposal pits
Incinerators Incomplete combustion () Secondary stack burners
Standing water around Improper drainage ( ade and landscape such that water drains
facilities Microbial decomposition of away from facilities
organic matter
Manure tracked onto public Poorly maintained access roads ( arm access road maintenance
oads 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;EBAE 128-88 NCSU-BAE
Swine Production Facility Manure Management: Underfloor Fluse--Lagoon Treatment;EBAE 129-88 NCSU-BAE
Lagoon Desig and Management for Livestock-Manure Treatment and Storage;EBAE 103-83 NCSU-BAE
Calibration of Manure and wastewater Application Equipment;EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33 NCSU-Swine Extension
Environmental Assuranc Program: NPPC Manual NC Pork Produces Assoc
Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agri Communications
Nuisance concerns in Animal Manure Management: Odors and Flies;PRO107, 1995 Conference Proceedings Florida Cooperative Extension
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 Managmen ractices h ve be review d with me.
c
( ando ner Signature)
AMOC--November 11, 1996

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) [phone]
EMERGENCY MANAGEMNET SERVICES (EMS) [phone]
SOIL AND WATER CONSERVATION DISTRICT (SWCD) [phone]
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) [phone]
COOPERATIVE EXTERSION SERVICE (CES) [phone]
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 Vlaters
or leave you property to consider that you have a problem. You should make every
effort to ensure that this does not happen. This playa 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 ore may not be
possible. Suggested responses to some possible problems are listed belwo.
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 flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field-actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that cause the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure siphon occurs.
d. Stop all flows 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.
c. Have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.

flush system, houses, solids separators:
stop recycle (flushing system) pump
® stop irrigation pump
® make sure no siphon effect has been created
separate pipes to create an air gap and stop flow
d) Leakage from base or sidewall of the lagoon. Often these are seepage as opposed
to flowing leaks:
■ dig a small well or ditch to catch all seepage, put in a submersible pump, and
pump back into the lagoon
■ if holes are caused by burrowing animals, trap or remove animals and fill holes
and compact with a clay type soil.
■ other holes may be likewise temporarily plugged with clay soil.
Note: For permanent repair measures, lagoon problems require the consultation of an individual
experienced in their design and installation.
2) Assess the extent of the spill and note any obvious damages.
a) Did the waste reach any surface waters?
b) Approximately how much was released and for what duration?
c) Any damage noted, such as employee injury, fish kills, or property damage?
3) Contact appropriate agencies.
a) During normal business hours, call your DWQ regional office: 910-395-3900; after hours,
emergency number: 800-858-0368 or 919-733-3942. Your phone call should include:
your name, facility, telephone number,the details of the incident, the exact location of the
facility, and the location or direction of movement of the spill, weather and NV
conditions, what corrective measures have been taken, and the seriousness of th
situation.
b) Your integrator: Goldsboro Hog Farms Division, Maxwell Foods, Inc.
919-778-3130 extension 1430
c) If the spill leaves the property or enters surface waters, call the local EMS:
910-296-2160 .
Parr" 7

d) Instruct EMS to contact the local Health Department: 910-296-2126
e) (For technical assistance)
Contact CES: 910-296-2143
Local NRCS office: 910-296-2121
4) 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.
5) Contact contract pumping and/or irrigation equipment companies:,
c)
6) Contact dirt-moving and/or heavy equipment companies:
a)
b) —
c) -
duplin
Page 3

r i
OPERATION &MAINTENANCE PLAN
Proper lagoon liquid management should be a year-round priority. It is especially
important to manage levels so that you do not have problems during extended rainy and
wet periods. J
Maximum storage capacity should be available in the lagoon for periods when the
receiving crop is dormant (such as wintertime for bermudagrass) or when there are
extended rainy spells such as the thunderstorm season in the summertime. This means
that at the first signs of plant growth in the later winter/early spring, irrigation according to
a farm waste*management plan should be done whenever the land is dry enough to
receive lagoon liquid. This will make storage space available in the lagoon for future wet
periods. In the late summer/early fall the lagoon should be pumped down to the low
marker (see Figure 2-1) to allow for winter storage. Every effort should be made to
maintain the lagoon close to the minimum liquid level as long as the weather and waste
utilization plan v4U allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to
irrigate 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 fertilizer applied should be
based on a soils test, but in the event that it is not practical to obtain
a soils test each year, the lagoon embankment and surrounding areas
should be fertilized with 800 pounds per acre of 10-10-10, or
equivalent.
Brush and trees on the embankment must be controlled. This may be
done by mowing, spraying, grazing, chopping, or a combination of
these practices. This should be done at least once a year and
possibly twice in years that weather conditions are favorable for
heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter
the 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

Lagoon surface---look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment---look for:
1. settlement, cracking, or "jug" holes
2. side slope stability---slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack of vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon dam.
A good stand of vegetation will reduce the potential damage caused by wave action. If
wave action causes serious damage to a lagoon sidewall, baffles in the lagoon may be
used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon has
any of these features,.you should ca1L..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 or repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that you
are not completely "surprised" by equipment failure. You should perform your pumping
system maintenance at a time when your lagoon is at its low level. This will allow some
safety time should major repairs be required. Having a nearly full lagoon is not the time
to think about switching, repairing , or borrowing pumps. Probably, if your lagoon is full,
your neighbor's lagoon is full also. You should consider maintaining an inventory of spare
parts or pumps.
Surface water diversion features are designed to carry all surface
drainage waters (such as rainfall runoff, roof drainage, gutter outlets,
and parking lot runoff) away from your lagoon and other waste
treatment or storage structures.' The only water that should be
coming from your lagoon is that which comes from your flushing
(washing) system pipes and the rainfall that hits the lagoon directly.
You should inspect your diversion system for the following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts. .
You should record the level of the lagoon just prior to when rain is;predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an inflow problem from a surface water diversion or there may be seepage into the
lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
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 occour at least two weeks prior to the
addition of wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below
7.0, add agricultural lime at the rate of 1 pound per 1000 cubic feet of
lagoon liquid volume until the pH rises above 7.0. Optimum lagoon liquid
pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate
biological activity. Consultation with a technical specialist is recommended
if these conditions occur for prolonged periods, especially during the warm
season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily are
optimum for treatment. Pit recharge systems, in which one or more buildings are drained
and recharged each day, also work well.

Practice water conservation---minimize building water usage and
spillage from leaking waterers, broken pipes and washdown through
proper maintenance and water conservation.
Minimize feed wastage and spillage by keeping feeders adjusted. This
will reduce the amount of solids entering the lagoon
Management:
Maintain lagoon liquid level between the permanent storage level and
the full temporary storage level.
Place visible markers or stakes on the lagoon bank to show the
minimum liquid level and the maximum liquid lever (Figure 2-1).
Start irrigating at the earliest possible date in the spring based on
nutrient requirements and soil moisture so that temporary storage
will be maximized for the summer thunderstorm season. Similarly,
irrigate in the--late summer/early,fall to provide maximum.lagoon _
-irrigate
for:the winter.
The lagoon liquid level should never be closer than 1 foot to the lowest
point of the dam or embankment.
Do not pump the lagoon liquid level lower that the permanent storage
level unless you are removing sludge.
Locate float pump intakes approximately 18 inches underneath the liquid
surface and as far away from the drainpipe inlets as possible.
Prevent additions of bedding materials, long-stemmed forage or vegetation,
molded feed, plastic syringes, or other foreign materials into the lagoon.
Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
Maintain strict vegetation, rodent, and varmint control near lagoon edges.
Do not allow trees or large bushes to grow on lagoon dam or embankment.
Remove sludge from the lagoon either when the sludge storage capacity is
full or before it fills 50 percent of the permanent storage volume.
If animal production is to be terminated, the owner is responsible for
obtaining and implementing a closure plan to eliminate the possibility of a
pollutant discharge.
r r.WFIC'61i
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by: BAR 2 201�eTew
w�cc= a9 Sa�'�e

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 phosphores, it
should be applied only at rates equal to the crop removal of phosphorus. As with other
wastes, always have your lagoon sludge analyzed for its nutrient value.
The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions which
could increase the concern of neighbors.

Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure. Types
of failures include leakage through the bottom or sides, overtopping, and breach of the
dam. Assuming proper design and construction, the owner has the responsibility for
ensuring structure safety.. Items which may lead to lagoon failures include:
Modification of the lagoon structure---an example is the placement of a pipe
in the dam without proper design and construction. (Consult an expert in
lagoon design before placing any pipes in dams.)
Lagoon liquid levels---high Ievels 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.

E3& f D-i
IRRIGATION SYSTEM DESIGN. PARAMETERS
Landowner/Operator Name: RANDY ?ATf*R5ON— 5HAP-ON5 NUKSM- County: Drl L+N
Address: 3263 N. Nw'I III A e103 02 SUN E RR
Date:fSON Ne- 205
Date:
Telephone: 25Z-5bS-+�tgrb
TABLE I - Field Specifications
Maximum
Approximile Maximum Applicatlon
Mn=Imum
• _ Appllealton perIrrtEatton
Useable Size
Raid Cycle3
rieldl orMeld2 Slope
Number (acres Soli Type !o
Cro (s) {ln/hr ekes Comments
l b•0 AUrRY;11t,(4 At L VwG t4r7A NAY(5M tjl+N •50 I.00
, , TOMATOES wATER�x�LoN,
Su�+r+9ER hNrtuAif�, W,IV'rE'R, .
GOrreN, PoTAr065,LucuMibERS,
t.EhW GxDp5, P£�'P�
•, � TOMATOES, wAT�'R.nn�laNS , ••
Su�+nne'R A-NNuAus, WINTLR.
q 1JNtt1{LS,S4*456 l'ws, e0TfON,
PaA•roEs, cucuH+8t:�5, t?�p�t�•,
I.�A FN GRO(�S
1 See attached map.
2Total field acreage minus required buffer areas.
3Refer to N.C.Irrigation Guide,Field Office Technical Guide,Section H G. Annual application must not exceed the agronomic rates for the soil and crop used.
NRCS,NC
JYJNE;.1996

'TRAVELING GUN SETTINGS
SHARQN'S NURSERY
LENGTH WIDTH ACRES
N`It�RANT #
2.24 2�Z 2 y 2
All
IA 60 1.72
�B 650'T#I ils a.$8 75 /'�� 2— NHS ��,,,;�
iC 400 lis 1.11+� /oo F�Qs
�.��
.._.._._....-
195
2A� 850 100 1E.49 1 (OZ Z AV5
2R 255 5Q 650 €�. �� � 4� 2-11 r=
2C 20 350 1'15 Q.9132 � �
lf� NO
rY-
38 5 10o 1.#3 //Z � �r
4
0.63
3E
1.46
40 S75 1t16 �1.32 cJ 3 ^"-' "'s
575 '100 / _�l 5 2,, �r
4C 550 '100 '1.26 j 3 rl r`
4D -- - ,...__..
FIELD#"I 6.00 ACRES,
FIELD#2 5.00 ACRES-
FIELD##3 4.80 ACRES-S S�fl
FIELS#4 5.00 ACRE

Sharon's
T
-5612
F3 �a T-72192
4.78 ac. �G.. Q F-6
31-214 � r�' k :,.. 3.24 ac.
T-5612
F 2 Q 'I
a pas re 5.Q9 ac, p2b 1 .26 ac- � .
berm p Q COry
4.
p2a 2.3 ac. .q
D� a pia 1 ,86 ac.
�. p ,'i .62 ac.
.1.10 ac p 1 d p .
b .93 ac.
,•.s =�,!'.52 ac p 1 c o4d 1.02 ac.
�a ��' -
p 2.3 ac
T-5612
5.85 ac. 5.88 ac, balsass Ostu�r
�r� flett /annual rye 9
[.A `;

4
Nutrient Management flan For Animal Waste Utilization
12-19-2013
This plan has been prepared for: This plan has been developed by:
Randy Patterson Farms Fc.-3 4 Billy W Houston
Randy Patterson Duplin Soil& Water Conservation
3263 NC III &903 Hwy 165 Agriculture Dr.
Suite B
Albertson, NC 28508 Kenansville, NC 28349
252-568-4198 910-296-2120
Developer Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I(we)understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above.I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
l
S-_zial a(owner) ate
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. a
Technical Specialist Signature Date !
------------------------------------------------------------
------------------------------------------------------------------------
119946 Database Version 3.1 Date Printed: 12-19-2013 WiARAY ' ?.

Nutrients applied in accordance with this plan will supplied following source(s): be su pp ed from the .
Commercial Fertilizer is not included in this plan.
S5 Swine Nursery Lagoon Liquid waste generated 1,222,400 gals/year by a 6,400 animal
Swine Nursery Lagoon Liquid operation. This production facility has waste stora e
capacities of approximately 180 days. g
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
Incorporated 2815
Injected 4835
Irrigated 5325
Max. Avail. Actual PAN PAN Surplus/060 Actual Volume
PAN(lbs) * Applied 0bs) Deficit(lbs) A pp Volume Surplus/
Year 1 lied(
Year 2 3,060 5798 2,315 999(Gallons) Deficit(Gallons)
-2,738 ,3,060 6438 -1,093,599
-3,378 2,571,775
-1,349,375
Note: In source ID, S means standard source, li means user defined source.
-
Max.Available PAN is calculated on the basis of the actual application
119946 methods)identified in the Database Version 3.1 plan for this source.
Date Printed: 12-19-2013 Source Page 1 of 1

Narrative
Mr.Patterson wishes to have pulls 2A thru 6C available for produce crop production. This is acceptable
so long as adequate freeboard levels and nutrient deficits are maintained for this facility.
Waste may be applied as preplant to any produce crop(IE: Sweet Corn, Tomatoes, Sweet Potatoes,
Squash, Watermelons,Pepper,Cucumbers, Lettuce,Pumpkins etc.)no earlier than 30 day prior to
planting and not exceeding 30Lbs/N/Ac for the crop planted.
If Tobacco or Cotton is included in this rotation the rates and application periods listed above still apply.
A Smallgrain cover crop may be planted on these fields if needed, not exceeding 50Lbs/N/Ac for waste
applied,also the cover crop should be removed prior to planting of the next crop. Waste applied for the
cover crop may be applied using the same application periods as Smallgrain overseed behind Bermuda.
Irrigation Application Factors table should be followed for all irrigation events.
--------------------------------------------- _ _______________
-
119946 Database Version 3.1 `----'-------------
Date Printed: 12-19-2013 aria------------------ --
Narrative Page 1 of 1

The table shown below provides a summary ofthe crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition,the Leaching Index for each field is shown,
where available.
Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
--F
5612 IA 2.30 2.30 N/A Autryville Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
5612 1B 1 0.93 0.93 N/A Autryville Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
5612 1C 1.52 1.52 N/A Autryville Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay .5 Tons
5612 1D 1.10 1.10 N/A Autryville Small Grain Overseed
1.0 Tons
Hybrid Berrudagrass Hay 5.5 Tons
5612 2A 2.37 2.37 N/A Autryville Corn,Grain
85 bu.
Wheat Grain, 45 bu.
Soybeans,Manured,Full Season 30 bu.
5612 2B 1 1.26 1.26 N/A A M)vi lle Com,Grain
85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Full Season 30 bu.
5612 2C 1 1.46 1.46 N/A Autryville Com,Grain
85 bu.
Wheat Grain 45 bu.
Soybeans,Manured,Full Season 30 bu.
5612 3A 1.58 1.58 N/A Autryville Corn,Grain
85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Full Season 30 bu.
5612 3B 1.44 1.44 N/A flutryville Corn,Grain
85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Full Season 30 bu.
5612 3C 0.87 0.87 N/A Autryville Corn,Grain
85 bu.
1-4- Wheat,Grain 45 bu.
Soybeans,Manured,Full Season 30 bu.
5612 3D 0.89 0.89 N/A Autryville Com,Grain
85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Full Season 30 bu.
5612 4A 1.861 1.86 N/A Autryville Com,Grain
85 bu.
Wheat,Grain 45 bu.
119946 Database Version 3.1 Date Printed 12/19/2013
NOTE: Symbol*means user entered data. PCs Page 1 of 3

Planned Crops Summary
Total Useable nN/A
Tract Field Acres Acres Soil Series
Crop Sequence RYE
Soybeans,Manured,Full Season 30 bu.
5612 4B 1.62 1.62Autryville Co..Grain
85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Full Season .30 bu.
5612 4C 1.38 1.38 N/A Autryville
Corn,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Full Season 30 bu.
5612 4D 1.02 1.02 N/A Autryville Corn,Grain
85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Full Season 30 bu.
72192 SA 2.41 2.41 N/A Autryville Corn,Grain
85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Full Season 30 bu.
72192 SB 2.82 2.82 N/A Autryville Corn,Grain
85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Full Season 30 bu.
72192 5C 1 1.32 1.32 N/A Autryville
Corn,Grain4- 111 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Full Season 30 bu.
72192 5D 1 1.32 1.32 N/A Autryville
Corn,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Full Season 30 bu.
72192 6A 1.52 1.52 N/A Autryville
Corn,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Full Season 30 bu.
72192 6B lA0 1.00 N/A Autryville
Com,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Full Season 30 bu.
72192 6C 1 0,72 0.72 N/A
Corn,Grain 85 bu.
Wheat,Grain 730
u.
, , ull Season u.PLAN TOTALS: 32.71 32,71
119946 Database Version 3.1 Date Printed 12/I9/2013
NOTE: Symbol*means user entered data. PCs Page 2 of 3

LI Potential Leaching Technical Guidance
42d
potential to contribute to soluble None
ent leaching below the root zone.
erate potential to contribute to Nutrient Management(590)should be planned.
le nutrient leaching below the root
potential to contribute to soluble Nutrient Management(590)should be planned. Other conservation practices that improve
nt leaching below the root zone. the soils available water holding capacity and improve nutrient use efficiency should be
considered. Examples are Cover Crops(340)to scavenge nutrients,Sod-Based Rotations
(328),Long-Term No-Till(778),and edge-of-field practices such as Filter Strips(393)and
Riparian Forest Buffers(391).
119946 Database Version 3.1 Date Printed 12/19/2013
NOTE: Symbol *means user entered data. PCS Page 3 of 3

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 I Comm. Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA Manu Manure Manure
Manure
Nutrient Nutrient Nutrient ppiied Applied Applied Applied
Req'd Applies] Applied Pp
(lbs/A pp (acre) (acre) (Field) (Field)
Source ) (Ibs/A) (Ibs/A)
Tract Field Toil Use. Aeriod Applic. 1000
Soil Series Acres Acres Crop RYE Period N N N Method N
gal/A Tons 1000 gals tons
5612 IA S5 Autryville 2.30 2.30 Small Grain Overseed
1.0 Tons 10/1-3/31 50 0 0 brig. 5 19.97 0.0 45.94 5612 1A SS Autryville 0.0
r3� 2.30 2.30 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 *275 0 0 Irrig. 275 109.85 0.0 252.65 0.0
5612 IB S5 Autryville 0.93 0.93 Small Grain Overseed
1.0 Tons 10l1-3/31 50 0 0 Irrig. 5 19.9 0.0
5612 1B SS Autryville 18.57 0.0
try 0.93 0.93 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 *275 0 g
0 Irrig. 275 109.85 0.0 102.16 0.0
5612 1C SS Autryville 1.52 1.52 Small Grain Overseed
1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.0 30.36 5612 1C SS Autryville 0.0
1.52 1.52 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 275 0
* 0 Irrig. 275 109.85 0.00 166 5612 1D SS Autryville S .97 O.DU
1.10 1A0 mall Grain Overseed 1.0 Tons 10/1-3/31 50 0
0 Irrig. 5 19.97 0.0 21.97 0.0
5612 1D S5 Autryville 1.10 1.10 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 *275 0
0 Irrig. 275 109.85 0.00 120.83 0.0
5612 2A SS Autryville 2.37 2.37 Corn,Grain
85 bu. 2/15-6/30 *106 0 *15 Irrig. 91 36.35 0.00 86.15 5612 2A SS Autryville 0.00
tTy 2.37 2.37 Wheat,Grain 45 bu. 9/1-4/30 104 0
0 Irrig. 54 21.60 0.00 51.20 0.00
5612 2B SS Autryville 1.26 1.26 Corn,Grain
85 bu. 2/15-6/30 *106 0 *15 Irrig. 91 36.35 0.00 45.80 0.0
5612 2B SS Autryville 1.26 1.26 Wheat,Grain
45 bu. 9/1-4/30 104 0 0 Irrig. 54 21.6 0.0 27.22 0.0
5612 2C SS Autryville 1.46 1.46 Corn,Grain
85 bu. 2/15-6/30 *106 0 *15 Irrig. 91 36.35 0.0 53.0 0.0
5612 2C SS Autryville 1.46 1.46 Wheat,Grain
45 bu. 9/1-4/30 104 0 0 Irrig. 5 21.60 0.0 31.54 0.0 5612 3A S5 Autryville 1.58 1.58 Corn,Grain 85 bu. 2/15-6/30 *106 0
15 Irrig. 91 36.35 0.00 57.43 0.0 5612 3A S5 Autryville 1.58 1.58 Wheat,Grain
45 bu. 9/1-4/30 104 0 0 brig. 5 21.60 0.00 34.13 0.0
119946 Database Version 3.1 Date Printed: 12/19/2013
WUT Page 1 of 6

Waste Utilization Table
Year. 1
Nitrogen COmM Res.
PA Fert, Ibs/A Manure Liquid Solid Liquid Solid
( )Nutrient Nutrient PA ManureA ManureNutrient Manure Manure
Req'd Applied PPlied Applied Applied Applied
Source Total (lbs/A) (lbs/A) Applied (acre) (acre) (Field)
Tract Field Use. (Ibs/A) (Field)
Soil Series Acres Acres Applic.
Crop RYE Period APPuc• 100p
5612 3B S5 Autryville N N N Method 1V la Tons 1000 gals tons
1.44 1.44 Corn,Grain
5612 3B S5 Autryville85 bu. 2/15-6/30 *106 1.44 1.44 Wheat,Grain 0 *15 brig. 91 36.35
0.0 52.34 0.0
5612 3C SS Au 45 bu. 9/1-4/30 104
Autryville 0.87 0.87 Corn,Grain 0 0 Irrig• 54
21.60 0.00 31.11
5612 3C 85 bu. 2/15-6/30 *106 0 *15 Irrig. 0.00
SS Autryville 0 87 g 91
0.87 Wheat,Grain 36.35 0.0 3L62 ���
5612 3D 45 bu. 9/1-4/30 104 0 Irri . vvV
SS Autryville 0.89 0 g 54
0.89 Corn,Grain 21.60 0.00 18.79 5612 3D 85 bu. 2/15-6/30 *106 0.00
S5 Autryville 0.89 0.89 Wheat,Grain 0 *15 Irrig. 91
36.35 0.00 32.35 5612 4A S5 Autryville45 bu. 9/1-4/30 104
1.86 1.86 Corn,Grain 0 0 Irrig. 5 0.00
21.60 0.00 19.23 O.Qtl
5612 4A S5 Autryville 85 bu. 2/15-6/30 *106
1.86 1.86 Wheat,Grain 0 *15 Irrig. 91 36.35 0.00
45 bu. 9/1-4/30 0 Irrig. 67.61 0.00
5612 4B SS Autryville 104 0
1.62 1.62 Corn,Grain g 54 21.60 0.0
85 bu. 2/15-6/30 *106 *15 Irri 40.18 0.00
5612 4B SS Autryville 0 ryville 1.62 1.62 Wheat,Grain g 91 36.35 0.00
45 bu. 58.89 0.00
5612 4C SS Autryville 9/1-4130 104 0 0 Irrig, 5
1.38 1.38 Corn,Grain 21.6 0.0 34.99 5612 4C 85 bu. 2/15-6/30 *106 0.00
SS Autryville 0 *15 Irrig. 91
1.38 1.38 Wheat,Grain 36.35 0.00 50.I6 0.00
5612 4D SS Autryville 45 bu. 9/1-4/30 104
I.02 1,02 Corn,Grain 0 0 Irrig. 5 21.60
0.00 29.81 0.00
5612 4D S5 Au 85 bu. 2/15-6/30 *106 Autryville 1.02 1.02 Wheat,Grain 0 *15 Irrig. 91 36.35 0.00
72192 45 bu. 9/1-4/30 0 Irrig. 37.08 0.00
SA SS Autryville 104 0
2.41 2.41 Corn,Grain g 5 21.60 0.00 22.03 72192 5A 85 bu. 2/15-6/30 *106 0 *15 Irrig. 0.00
SS Autryville 2.41 2.41 Wheat,Grain g 91
36.35 0.00 87.60 0.0
72192 SB SS Au 45 bu. 9/1-4/30 104 0
tryville 2.82 2.82 Corn,Grain 0 Irrig• 54 21.60 0.00
72192 SB SS Autryville
2.82 2,82 Wheat85 bu. 2/15-6/30 *106 0 *15 Irri 52.06 0.0
Grain g 91 36.35 0.00 102.51
72192 5C 45 bu. 9/1-4/30 0.0
SS Autryville 1.32 104 0 0 Lrig 5 1.32 Corn,Grain 21.60 0.00 60.92
72192 SC 55 85 bu. 2/15-6/30 *106 0 *15 Irri . 0.0
Autryville 1.32 1.32 Wheat,Grain g 91
36.35 0.00 47.98 0.0
72192 5D S5 Autryville45 bu. 9/1-4/30 104
1.32 1.32 Corn, 0 0 Irrig. 54 21.60 0.0
Grain 28.51 0.00
72192 5D S5 Au 85 bu. 2/15-6/30 *106 0 Autryville 1.32 1.32 Wheat,Grain 15 Irrig. 91 36.35
0.00 47.98 0.0 45 bu. 9/1-4/30 104 0 0 Irrig. 5 2I.60 0.0 28.51 0.00
119946 Database Version 3.1
Date Printed: 12/19/2013
WUT Page 2 of 6

Waste Utilization Table Year 1
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Pert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(Ibs/A) (Ibs/A) (Ibs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
72192 6A S5 Autryville 1.52 1.52 Corn,Grain 85 bu. 2/15-6/30 *106 0 *15 Irrig. 91 36.35 0.00 55.25 0.00
72192 6A S5 Autryville 1.52 1.52 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig. 54 21.60 0.00 32.83 0.00
72192 6B 1 S5 Autryville 1.00 1.00 Corn,Grain 1 85 bu. 2/15-6/30 *106 0 *15 Irrig. 1 91 36.35 0.00 36.35 0.00
72192 613 SS Autryville 1.00 1.00 Wheat,Grain 45 bu. 911 4/30 104 0 0 Irrig. 54 21.60 0.00 21.60 0.00
72192 6C S5 Autryville 0.72 0.72 Com,Grain 85 bu. 2/15-6/30 *106 0 *15 Irrig. 91 36.35 0.06 26.17 0.00
72192 6C S5 Autryville 0.72 0.72 Wheat,Grain 45 bu. 9/14/30 104 0 0 Irrig. 54 21.60 0.00 15.55 0.00
Total Applied,1000 gallons 2,316.00
Total Produced,1000 gallons 1,222.40
Balance,1000 gallons -1,093.60
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.
119946 Database Version 3.1 Date Printed: 12/19/2013 WUT Page 3 of 6

Waste Utilization Table Year 2
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (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 gal/A Tons 1000 gals tons
5612 lA S5 Autryville 2.30 2.30 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.971 0.00 45.94 0.00
5612 lA S5 Autryville 2.30 2.30 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 *275 0 0 Irrig. 275 109.85 0.00 252.65 0.00
5612 1B S5 Autryville 0.93 0.93 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 18.57 0.00
5612 1B S5 Autryville 0.93 0.93 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 *275 0 0 Irrig. 275 109.85 0.00 102.16 0.00
5612 1C S5 Autryville 1.52 1.52 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 30.36 0.00
5612 1C S5 Attryville 1.521 1.52 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 *275 0 0 Irrig. 275 109.85 0.00 166.97 0.00
5612 1D S5 Autryville 1.10 1.10 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 1 Irrig. 50 19.97 0.00 21.97 0.00
5612 1D S5 Autryville 1.10 1.10 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 *275 0 0 Irrig. 275 109.85 0.00 120.83 0.00
5612 2A S5 Autryville 2.37 2.37 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig. 50 19.94 0.00 47.26 0.00
5612 2A SS lAutryville 2.37 2.37 Soybeans,Manured,Full Season 30 bu. 4/1-9/15 119 0 0 Irrig. 119 47.53 0.00 112.65 0.00
5612 2B S5 Autryville 1.26 1.26 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig. 50 19.94 0.00 25.12 0.00
5612 2B S5 Autryville 1.26 1.26 Soybeans,Manured,Full Season 30 bu. 4/1-9/15 119 0 0 Irrig. 119 47.53 0.00 59.89 0.00
5612 2C S5 Autryville 1.46 1.46 Wheat,Grain 45 bu. 911-4/30 104 0 0 Irrig. 50 19.94 0.00 29.11 0.00
5612 2C S5 Autryville 1.46 1.46 Soybeans,Manured,Full Season 30 but. 4/1-9/15 119 0 0 Irrig. 119 47.53 0.00 69.40 0.00
5612 3A S5 Autryville 1.58 1.58 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig. 50 19.94 0.00 31.51 0.00
5612 3A S5 Autryville 1.58 1.58 Soybeans,Manured,Full Season 30 bu. 4/I-9/15 119 0 0 Irrig. 119 47.53 0.00 75.10 0.00
5612 3B S5 Autryville 1.44 1.44 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig. 50 19.94 0.00 28.71 0.00
5612 1 3B SS lAutryville 1.44 1.44 Soybeans,Manured,Full Season 30 bu. 4/1-9/15 119 0 0 Irrig. 119 47.53 0.00 68.45 0.00
5612 3C S5 Autryville 0.87 0.87 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig. 50 19.94 0.00 17.35 0.00
5612 3C S5 Autryville 0.87 0.87 Soybeans,Manured,Full Season 30 bu. 4/1-9/15 119 0 0 Irrig. 119 47.53 0.00 41.35 0.00
5612 3D S5 Autryville 0.89 0.89 Wheat,Grain 45 bu. 911-4/30 104 0 0 Irrig. 50 19.94 0.00 17.75 0.00
5612 1 3D I SS jAutryville 0.89 0.89 Soybeans,Manured,Full Season 30 bu. 1 4/1-9/15 1 119 0 0 Irrig. 119 47.53 0.00 42.31 .001
119946 Database Version 3.1 Date Printed: 12/19/2013 WUT Page 4 of 6

Waste Utilization Table
Year 2
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Nutrient Nutrient Nutrient Plied Applied Manure
Total Use. Applied Applied
Req'd Applied Applied
Source Obs/A) (lbs/A) (1sA) (acre) (ate) (Field) (Field)
Tract Field
ID Soil Series Acres Acres Crop APPIic. APPlic• 1000
5612 4A S Autryville 1.86 1.86 Wheat,Grain
RYE Period N N N Method N gal/A Tons 1000 gals tons
S
5612 4A SS Autryville 1.86 1.86 Soybeans,Manured,Full Season 45 bu. 9/1-4/30 104 0 0 Irrig. 50 19.94 0.00 37.09
0.00
30 bu. 4/1-9/15 119 0 0 Irrig. 11 47.53 0.00 88.41 0.00
5612 4B SS Autryville 1.62 1.62 Wheat,Grain
00
5612 4B SS Autryville 1.62 1.62 Soybeans,Manured,Full Season 45 bu. 9/1-4/30 104 0 0 brig. 50 19.94 0. 32.30
0.00
5612 4C SS Autryville 1.38 1.38 Wheat,Grain
30 bu. 4/1-9/15 119 0 0 Irrig. 119 47.53 0.00 77.00 0.00
45 bu. 9/1-4/30 104 0 0 Irrig. 50 19.94 0.00 27.52
5612 4C SS Autryville 1.38 1.38 Soybeans,Manured,Full Season 0.00
30 bu. 4/1-9/15 119 0 0 Irrig. 119 47.53 0.00 65.60 5612 4D S5 Autryville 1.02 1.02 Wheat,Grain 0.00
0
5612 4D SS Autryville
45 bu. 9/1-4/30 104 0 Irrig. 50 19.94 0.00
1.02 1.02 Soybeans,Manured,Full Season 30 20.34 0.00
bu. 4/1-9/15 119 0 0 Irrig. 11 47.53 0.00 72192 5A S5 Autryville 2.41 2.41 Wheat,Grain 48.48 0.00
50 19.94 0.00
45 bu. 9/1-4130 104 0 0 Irrig.
72192 5A S5 Autryville 2.41 2.41 Soybeans,Manured,Full Season 48.06 0.00
30 bu. 4/1-9/15 119 0 0 Irrig. 11 47.53 0.00 114.56 0.00
72192 SB SS Autryville 2.82 2.82 Wheat,Grain
23 00 56.
72192 SB SS Autryville 2.82 2.82 Soybeans,Manured,Full Season 45 bu. 9/1-4/30 104 0 0 Irrig. 50 19.94 0. 0.00
30 bu. 411-9115 119 0 0 Irrig. 119 47.53 0.00 134.04 0.00
72192 SC SS Autryville 1.32 1.32 Wheat,Grain
72192 SC SS Autryville
45 bu. 9/1-4/30 104 0 0 Irrig. 50 19.94 0.0
1.32 1.32 Soybeans,Manured,Full Season 26.32 0.00
72192 SD SS Autryville
30 bu. 4/1-9/15 119 0 0 Irrig. 0.00 119 47.53 1.32 1.32 Wheat,Grain 62.74 0.0
0
72192 SD SS Autryville 1.32 1.32 Soybeans,Manured,Full Season 45 bu. 9/1-4/30 104 0 0 Irrig. 5 19.94 0. 26.32 0.00
30 bu. 4/1-9/15 119 0 0 Irrig. 119 47.53 0.00 62.74 0.00
72192 6A SS Autryville 1.52 1.52 Wheat,Grain
45 bu. 9/1-4/30 104 0 0 Irrig, 50 19.94 0.00
72192 6A S5 Autryville 1.52 1.52 Soybeans,Manured,Full Season 30.31 0.00
30 bu. 53 0.00 72.25
4/1-9/15 119 0 0 Irrig. 119 47.
72192 6B SS Autryville 1.00 1.00 Wheat,Grain 0.00
45 bu. 9/1-4/30 104 0 0 Irrig. 50 19.94 0.00
72192 6B S5 Autryville 1.00 1.00 Soybeans 30 b
,Manured,Full Season 19.94 0.00
u. 4/1-9/15 119 0 0 Irrig. 119 47.53 0.00 47.53 p•00
72192 6C SS Autryville 0.72 0.72 Wheat,Grain
45 bu. 911-4/30 104 0 0 Irrig. 50 19.94 0.00
72192 6C SS Autryville 0.72 0.72 Soybeans,Manured,Full Season 14.36 0.00
30 bu. 4/1-9/15 119 0 0 Irrig. 11 47.53 0.00 34.22 0.00
119946 Database Version 3.1
Date Printed: 12/19/2013
WUT Page 5 of 6

Waste Utilization Table Year 2
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fert. (Ibs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(Ibs/A) (lbs/A) (Ibs/A)
Source Total Use. Applic. Applic. 1000
Tract I Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gallA Tons 1000 gals tons
Total Applied,1000 gallons 2,571.77
Total Produced,1000 gallons 1,222.40
Balance,1000 gallons -1,349.37
Total Applied,tons 0.0
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.
119946 Database Version 3.1 Date Printed: 12/19/2013 WUT Page 6 of 6

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
=TlractField Soil Series (inches/hour) (inches)
5612 IA Autryville F0.60 1.0
5612 1 B Autryville 0.60 1.0
5612 1 C Autryville 0.60 1.0
5612 1D Autryville 0.60 1.0
5612 2A Autryville 0.60 1.0
5612 2B Autryville 0.60 1.0
5612 2C Autryville 0.60- 1.0
5612 3A Autryville 0.60 1.0
5612 3B Autryville 0.60 1.0
5612 3C Autryville 0.60 1.0
5612 3D Autryville 0.60 1.0
5612 4A Autryville 0.60 1.0
5612 4B Autryville 0.60 1.0
5612 4C Autryville 0.60 1.0
5612 4D Autryville 0.60 1.0
72192 5A jAutryville 0.60 1.0
72192 5B Autryville 0.60 1.0
72192 5C Autryville 0.60 1.0
72192 5D Autryville 0.60 1.0
72192 6A Autryville 0.60 1.0
72192 6B Autryville 0.60 1.0
72192 6C Autryville 0.60 1.0
119946 Database Version 3.1 Date Printed 12/19/2013 IAF Page 1 of 1

The following Lagoon Sludge Nitrogen Utilization table provides an estimate ofthe 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 ofthe 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 betaken 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 1 10 Years Accumulation 15 Years Accumulation
Swine Nursery Lagoon Sludge- Standard
Corn 120 bu 150 13.16 16.29 32.58 48W
Hay 6 ton R.Y.E. 300 26.32 8.14 16.29 24.43
Soybean 40 bu 160 14.04 15.27 30.54 45.81.
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119946 Database Version 3.1 Date Printed: 12-19-2013 Sludge Page 1 of 1

ys of
The Available Waste Storage Capacity
month of the plan. Available storage capacity is calculatedthe
capacity available at the end of each
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 ofthe 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 ,tar r it -f Desi n Stora a capacity(Days)
Source Name Swine Nursery Lagoon Liquid
180
Start Date 9/1
Plan Year Month Available Storage Capacity(Days)
1 1 52
2 88
1 3 148
1
4 180
1 5 180
1
6 180
1 7 176
1
8 172
1 9 180
1
10 180
1 11 180
1
12 180
1 1 180
2
2 180
2 3 180
2
4 180
2 5 180
2
6 180
2 7 180
2
8 180
2 9 180
2
10 155
2 11 131
2
12 106
2
*Available Storage Capacity is calculated as of the end of each month.
----- - -- --------- -------
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— .-2013 Capacity Page 1 0
119946 Database Version 3.1 Date Printed: 12-19

Required Specifications For Animal Waste Management
I. 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, MRCS 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).
--------------------------------------------------- _____
----------------------------------------------------
_________
119946 Database Version 3.1 Date Printed: 12/19/2013 Specification Page 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in'a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1, 1995,
shall not be applied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
MAR 2 5 2019
Gate Quaiitle
R,e0-:rr^I Operations Secio n
---------------------------------------------------------------- ---- -- --
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119946 Database Version 3.1 Date Printed: 12/19/2013 Specification Page 2

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.
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.
--------------------------------------------------------------------------------------------------119946 Database Version 3.1 Date Printed: 12/19/2013 Specification Page 3

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.
-------------- -
119946 Database Version 3.1 ____ __ __
Date Printed: 12/19/2013
Specification Pale 4

` r i
Crop Notes
The following crop note applies to field(s): 2A,2B,2C, 3A, 3B,3C, 3D,4A, 4B,4C,4D, 5A, 5B, 5C,
5D, 6A, 6B, 6C
Corn: CP,Mineral Soil, medium leaching
In the Coastal Plain,corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety"green book"and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions.Plant 1-2" deep.Plant
populations should be determined by the hybrid being planted.Increase the seeding rate by 10%when
planting no-till.Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool,wet soil,banded phosphorus will be more available to the young
plants.An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program,the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): 1A, 1B, 1C, 1D
Bermudagrass Coastal Plain,Mineral Soil,Moderately Well Drained.
Adaptation: Well-adapted.
In the Coastal Plain,hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1"to 3"
deep(1.5"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind.For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2'.to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1'to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime,phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance.Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July.For established stands apply 180 to 240
lb/ac N annually in split applications,usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
-------------- ----- ------------g-------------------------
119946 Database Version 3.1 Date Printed: 12-19-2013 CropNote Page 1 of 2

The following crop note applies to field(s): IA, 113, 1C, 1D
Small Grain: CP,Mineral Soil,medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley,plant 22 seed/drill row foot and increase the seeding rate by 5%for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10%when planting no-till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep.Adequate depth control is
essential.Review the NCSU Official Variety"green book"and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions.Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February-March.
The following crop note applies to field(s): 2A 213 2C 3A 313 3C 31) 4A 413 4C 41) 5A, 513, 5C,
Wheat: Coastal Plain,Mineral Soil,medium leachable 5D, 6A, 6B, 6C
In the Coastal Plain, wheat should be planted from October 20-November 25.Plant 22 seed/drill row foot
at 1-1 1/2"deep and increase the seeding rate by 5%for each week seeding is delayed beyond the
Optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU
"Small Grain Production Guide". Also, increase the initial seeding rate by at least 10%when planting
no-till.Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety
"green book"and information from private companies to select a high yielding variety with the
characteristics needed for your area and conditions.Apply no more than 30 lbs/acre N at planting.
Phosphorus and potash recommended by a soil test report can also be applied at this time. The remaining
N should be applied during the months of February-March. The total N is dependent on the soil type.
Plant samples can be analyzed during the growing season to monitor the nutrient status of the wheat.
Timely management of diseases,insects and weeds are essential for profitable wheat production.
The following crop note applies to field(s): 2A 213 2C 3A 313 3C 31) 4A 413 4C 4D 5A 513 5C
Soybeans-Full Season, Coastal Plain:Mineral soil,medium leachable 5D, 6A, 6B, 6C
The suggested planting dates for soybeans in the Coastal Flains are from April 20-May 20.Review the
NCSU Official Variety "green book"and information from private companies to select a high yielding
variety with the characteristics needed for your area and conditions.Plant 2-4 seed/row foot for 7-8"
drills; 4-6 seed/row foot for 15"rows; 6-8 seed/row foot for 30"rows and 8-10 seed/row foot for 36"
rows. Increase the seeding rate by at least 10%for no-till planting. Seeding depth should be 1-1 1/2"and
adequate depth control is essential. Phosphorus and potash recommended by a soil test report can be
broadcast or banded at planting. Soybeans produce their own nitrogen and are normally grown without
additions of nitrogen.However, applications of 20-30 lbs/acre N are sometimes made at planting to
promote early growth and vigor. Tissue samples can be analyzed during the growing season to monitor
the overall nutrient status of the soybeans. Timely management of weeds and insects is essential for
profitable soybean production.
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119946 - -
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Database Version 3.1 Date Printed: 12-19-2013
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Crop Note Page 2 of 2

Sharon's Nursery
Lagoon # 2

i
CONTRACTUF AND ENGINEERS SERVICES, INC.
ri
SHARON PATTERSON NO. 2
a STATE ROAD 1545
r DUPLIN ,COUNTY
1-4 A
j� ALBERTSON, NORTH CAROLINA
•;I 2 AUGUST 1995
Prepared for : Goldsboro Hog Warm +
P . 0. Box 10009
Goldsboro, NC 27532-0009
b�.] rr .•�t o•J f�i/F f r� O
r
12613
w �•rr r (,� ti.
O [[
Peter D. McDonnell, Sr . , E.
CONTRACTORS ``& ENGINEERS. S VI S, INC.
P . 0 . Box 762
► Goldsboro, NC 27533-0762
.I�
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CONSULTING ENGINEERS, LABORATORY TESTING, QUALITY CONTROL AND LAND SURVEYI
1 304 NORT14 WILLIAM STREET 0 PO BOX 762 • GOLDSBORO NORTH CAROLINA 27530 • 91 9/735.7355 OR 1212,1735 7362

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TABLE O. F CONTENTS
No. of
Pages
1 . Lagoon Design 4
2 . Operation and Maintenance Plan 2
3 . Site Location and County Soil Map 4
4 . Waste Utilization Plan 12
5 . Soil Investigation 9
6 . Seeding Specifications 1
7 . Construction Specifications 3
8 . Cross Section Data And Quantities 8

L A G O O N D E S I G N
s

r
OPERATOR: 954Azc9N FATflFRSON #2
COUNTY:
TYPE OPERATION: 3200 r UTEOWRY
Please review the attached plan and specifications carefully. Retain
this plan for your use and records. It is strongly recommended that
you, your contractor, and Soil Conservation Service do a construction
check on the waste lagoon immediately upon completion, in order to
have your operation certified.
The pad dimensions and grades are the best estimates. The BUILDER or
CONTRACTOR is responsible for final layout of the pads. Goldsboro
Hog Farms, Inc. will assist in a limited capacity, as its major concern
is the proper design and construction of the waste treatment lagoon.
The actual amount of material required for pads and dam may vary from
the estimates._ The design will Attempt to balance cuts and fills as
close as possible. If additional material is required, the contractor
and owner will negotitate on the price and location of the borrow area.
Best Estimates: Total Required Volume (cu. ft. ) : jsd7d �T3
Actual Design Volume (cu. ft. ) : lc=701E0 Fri
Excavation (cu.yd. ) : b233 '40
Clay liner excavation,( cu.yd. ) : �2�p3
! Total excavation • (cu.yd. )
1
Pad and Dike Fill (cu.yd`: ) : 4517 Yu,
Clay liner fill (cud yd. ) - 2YA�
Total fill- (cu.yd. ) :
Cut/Fill Ratio: V3b
Job Class: - Date: 22 TLANE a5
Prepared. by: � lM�✓' !tl�, �NG.,
Prepared' ' .by: ,Miarm�
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t _ 1

`y►�c�, i E TREA'I'MEN1' L�'. OO ONSTRUCTION CH -K FIELD
NOTES
BY:
Sta. B.S. H.I. F.S./RR Elev. I i
Tr o..
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1"t-w, PL
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1H. - MTI
LAGOON SKETCH (optional)
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. _ F.)

USDA SOIL CONSERVATION SEKYiCE
FINAL CONSTRUCTION CHECK AND CERTIFICATION
FOR ANIMAL WASTE TREATMENT LAGOON (359)
NAME g nPa P'rr&rr
LOCATION
SIZE OF OPERATION 3�U? _ FARROW TO FEEDER
_ FARROW TO FINISH
_ FARROW TO WEAN
CONTRACTING COMPANY �d/Gf;�;:,,. FEEDER TO FINISH
_✓WEAN TO FEEDER
OTHER
DESIGN DATA AND CONSTRUCTION CHECK DATA
TBM ELEVATION FEET
AS DESIGNED AS BUILT
INSIDE TOP DIMENSION
DIKE TOP WIDTH ;i D 1 J
TOP OF DIKE D '+3•
BOTTOM- OF LAGOON �2_ 3011)
INSIDE SIDESLOPE
OUTSIDE SIDESLOPEl
PIPE INVERT
CLAY LINER/CORE TRENCH c/
HAS LAGOON BEEN SEEDED TO-PERMANENT VEGETATION YES ✓ NO
DOES LAGOON MEET SCS MINIMUM STANDARDS AND SPECIFICATIONS FOR
WASTE TREATMENT LAGOONS AS OUTLINED IN PRACTICE CODE 359?
YES ✓ NO
COMMENTS
SIGNATURE PA 'c►-^: TITLE i05GT DATE Za

,,,erator:Sharon Patterson County: Duplin Date: 08/01/95
Distance to nearest residence (other than owner) : 900. 0 feet
L. AVERAGE LIVE WEIGHT (ALW)
0 sows ( farrow to finish) x 1417 lbs. = 0 lbs
0 sows ( farrow to feeder) x .522 lbs. - 0 lbs
0 head (finishing only) x 135 lbs. = 0 lbs
0 sows ( farrow to wean) x 433 lbs. = 0 lbs
3200 head (wean to feeder) x 30 lbs. = 96000 lbs
Describe other 0
Total Average Live Weight = 96000 lbs
Z. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 960.00 lbs. ALW x Treatment Volume(CF) /lb. ALW
Treatment Volume(CF) /lb. ALW = 1 CF/lb. ALW
Volume = 96000 cubic feet
3 . STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet ' WNEFz u is NO SGUDI� STo G&,
5"4pGE W,Lt1 Be� 'REMOVFp AS IYEL�tjE'D. �•
4. TOTAL DESIGNED VOLUME
Inside top length ( feet)--------------------- 185.0
Inside top width ( feet)---------------------- 140.0
Top of dike elevation ( feet)----------------- 50.0
Bottom of lagoon elevation ( feet)------------ 39.0
Freeboard ( feet)----------------------------- 1.0
Side slopes (inside lagoon)------------------ 3.0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 179.0 134.0 10.0
AREA OF TOP
LENGTH * WIDTH =
179.0 134.0 23986 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
119.0 74.0 8806 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
149.0 104.0 61984 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
23986.0 61984.0 8806.0 1.'
Total Designed Volume Available = 157960 CU. FT.

D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 16187.5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 23444 cubic feet
5B. 0 cubic feet
5C. 15108 cubic feet
5D. 16188 cubic feet
TOTAL 54740 cubic feet
�. SUMMARY
Temporary storage period====================> 180 days
Rainfall in excess of evaporation===========> 7.0 inches
25 year - 24 hour rainfall==================> 7.5 inches
Freeboard===================================> 1.0 feet
Side slopes==========----------------=======> 3.0 : 1
Inside top length===========================> 185.0 feet
Inside top 140.0 feet
Top of dike elevation=======================> 50.0 feet
Bottom of lagoon elevation==================> 39.0 feet
Total required volume=====__________________> 150740 cu. ft.
Actual design volume========================> 157960 cu. ft.
Seasonal high watertable elevation (SHWT)===> 42.3 feet
Stop pumping elev.__________________________> 46.2 feet
Must be > or = to the SHWT elev.==========> 42.3 feet
Must be > or = to min. req. treatment el.=> 45.0 feet
Required minimum treatment volume===========> 9'6000 cu. ft.
Volume at stop pumping elevation=-- ___=====> 97898 cu. ft.
Start pumping elev._________________________> 48.3 feet
Must be at bottom of freeboard & 25`\yr. rainfall
Actual volume less 25 yr. - 24 hr. rainfall==> 141773 cu. ft.
Volume at start pumping elevation===========> 141626 cu. ft.
Required volume to be pumped================> 38552 cu. ft.
Actual volume planned to be pumped==========> 43728 cu. ft.
Min. thickness of
soil) liner when required==> 1./6lfeet
7. PREPARED . BY: PREPARED BY:
(�E (4. E� e-
u4; lsEt F,I N . chi "a✓t1 sh,.o �v
DATE: Q DATE:
(3 r�ea5 4a fuss
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

pp ERA'S' = ON AND MAINTENANCE PT'AN
1

SHEET 1 OF 2
OPERATI-" AND MAINTENANCE PLAN
----------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
( 1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s) . If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth. `
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water i,s 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
p
covered with effluent at all times. When recharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump-out of the lagoon when fluid level
.reaches the elevation 48.3 as marked by permanent marker. Stop pump-
out when the fluid level reaches elevation 46.2 . This temporary
storage, less 25 yr- 24 hr storm, contains 38552 cubic feet or
288370 gallons.

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one ( 1) inch and the recommended maximum application rate is 0. 3
inch per hour. Refer to the waste utilization plan for further details.
5 . Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7 . All surface runoff is to be diverted from the lagoon to stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches.. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Envi-ron-
mental Management, has the responsibility for enforcing this law.

SITE LOCATON AND COUNTY SOIL MAP

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240
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SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
--,,r--------------------------------
FOUNDATION PREPARATION:
------%-----------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
`inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS\NFOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. \ The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall .be taken during construction to prevent excessive
erosion and sedimentation
THE MINIMUM+REQUIRED THICKNESS SHAL HEn "1 b;a
`6 `UI tED N;THE TTACHED O S
INVESNOTErINERS{PRTALORUT�I �, .Q It
TIGATION �REPOR` SODCATEORWHEN"�£JNSUI��E
1 .i>R P, 7.»4..>; {' �' x. C-5.•'Cn/ `Fi turn seM'"
' NCOi?NTERED DURING ONSTRU�,CTiON� ATYP,�I,CP,� �F?OSS�S, ECTO , •F E ~ >I�IE{R
PORKT,.
25;.'INCLUDEDINTHE`=� ES;TGN WHEN ;LINERS ARE .REQUIREDt'BY�.TFIE .._.OILS-�. ,, r ,�A.
When areas of unsuitable material are encountered, they will be over-
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL,SC,CH) .
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
minimum wader content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
6ompaction process. For most clay soils, a tamping or sheepsfoot <
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using.- some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with -this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in .the plans. The final depth of the
cutoff trench shall be- determined by observation of the foundation
materials.
`t
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon- as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
-------------------------------
When tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

CROSS SECTION DATA AND Q U AN T I T I E S

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Site Balance Report
Grid cell size: 3.03 by 3.04
Original drawing scale: 100.00 ft/in
Project: Sharon 2
_ Drawing: Drawing 3
Plumber: GHF127
Location: Duplin Co.
Bid Date:
Engineer:
Owner: S. Patterson
Estimator:
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 06/13/95 Time: 10:31:41
Final surface: Proposed
Initial surface: Existing
There are no "Proposed" structures.
Fill shrink/swell -percent: 25.00 Cut shrink/swell percent: 0.00.
Balancing to 0.0 +/- 10.0 cubic yards
delta Cut Fill Cut - Fill
0.000 6232\51 5646.59 585.92
0. 118 6071. , 2 6179.64 -108. 11
0.100 6094.p1 6094.53 0.37
Raise "Proposed" by 0.100 feet.

Orientation:
-115.0
Z Magnification: 10.2
Inclination:
54.0
...•....................
52.0
se.a .,
48.0
45.0
-; ; lll,
II. .11 {•
I -44.0 , 1+)I�'�P'l f�!'JI• i ;� _ _ - - -
J/'�/ iY"l�ji• •'r. .1 All -,-r+-
. 4{t.. ..
j.ri...........
48
>
!,
i- ..
Upper Left ~~
a
30 Mesh Surface
30 Mesh Surface
Proposed
Project: Sharon 2
Drawing: Drawing 3
Number: GHF127
Location: Ouplin Co.
Bid Date:
Engineer:
Owner: S. Patterson
Estimator:
Prepared by: GOLDSBORO HOG FARM us Date ins SITEWORK
r 08/13/95
Time: 10:55:26

44.00
45. 0
• ................................................................................ 45-00
........................................50.00 1
45.00
.......................................
9.00 47.00 46.00
LL_
9. 39.
46.03
48.00
..................
.................................
........................
i! i.............i
.................................
............ ........................................................
9-.-0 48-80
975
49.e 0
46.00
;U 52.30
qi
4E.90
I>
0 C2 7�v
.0 t; 30. 52.30
Gn 50 00
45.00
to
44.00
Report: Plan View Cross-section Locations
1
Project: Sharon 2
Drawing: Drawing.3
Surface: Proposed
FARM using
n9 SITEWORK
Prepared by: GOLDSBORO HOG FARM using SITEWORK
/13/95 Time: 10:34*53
0 70 140

1 ,
Cross-Section Plots
Digitized Points
Horiz. scale: 50 ftiin Vert. scale: 3 Win
Project: Sharon 2
Drawing: Drawing 3
Number: GHF127
Location: Duplin Co.
Bid Date:
Engineer: `
Owner: S. Patterson
Estimator:
Prepared Su: GOLDSBORO HOG FARM using SITEWORK
Date: 06i13i95, Time: 10:38:31
53.5 A - A'
52.0 ..............................................................._................_.....................,....................-..................................................................................................................................................................................................................................................................................
............
II./ 1
i
-'
r„I
49.0 ............ ..........
... .......................................................:....................................................................................................................................:•,.,,.,•.,.,,,,,,.::,:,,.•:•.,,::,:::.,.:,»:,:-•::•:::.,....:�,�,,r..:,,,,,:,.:.:,,.,.:,.:,::-:,•:::,,,..-:•:,,.::,,,.:...................,`. ..................
Z i
Proposed 1
47.5 .....,.....: ..............0...........................
0 .............................:.............................................................................................................................................` ........................................................................................................................................
,.
L
i
46.0 ............V-1............................._.................,................_..............................................................................................................................................................'•;...,.....
............................................................................................ ...........:.............................................
M1
1
44.5 .....................................................................................................................................................................................................................................................
............................................................................................... ..............,.............................................
:
43.0
Existing
:
41.5 ..................... w ...,, ..........._.-.................. :_... ................._,...� .._....................................,..........».,,._.__. ...,...............
.......,.,...`�. ...
i
1
40.0
38.5 .................................,.,,...:,...,..:.,..:.,..-......,.,:......:...........,................................ ... .............. ..... ---------- ---.. .. .. ... .... ...... ...
37.0
403.7
450.0

/ f �
r Cross-Section Plots
�. Digitized Points
ic
. scale: 50 Win Vert. scale: 3 ft/in
t: Sharon 2 �
g: Drawing 3
: GHF127
on: Duplin Co.
te:
er: S. Patterson
tor: g j
red by: GOLDSBORO HOG FARM:42�2g SITEWDRK j
06/13/95
B - B'
52.8
51.3 .........................................................
.............
........; .....................................
....ti ...................................................
..... ................................
.......................................................
........._......................:.......................................
................... ..................
rt I...........
..........................._...._....__.................�. 3
4 ...... ° ............................
t
:.
t
Proposed
............................................................... .
.........................................................
48.8 .................................................. ..-...
i
{
.....................
...... ................
................
....................................... :
45.3 ...
.........................
.... ............
.....................................................
.........................
i
........................
t
t1
._�..........................
42.3 . Existing
:
• r
1
40.E ». +r
i
34.3 M_•....... ._�• .. ... ,_.....................•..........�:,... ..»........_ W.........��.... : .'_ _.,..,... . .._.,,....._......._
321.0

Cross-Section Plots
Digitized Points
Horiz. scale: 50 ft/in Vert. scale: 3 ft/in
Project: Sharon 2
Drawing: Drawing 3
Number: GHF127
Location: Duplin Co.
Bid Date:
Engineer:
Owner: S. Patterson
Estimator: _
F
Prepared by: GOLOSBORO HOG FARM usingg SITEWate: 06/13/95 Time: 10:46:18
57.0 C - C'
55.5 ..........................................................................................................................................................
54.0 ....................................................................................................•.....,,.................,..........................................................,...............,................................................................,.............................................................................................................,............................
A
52.5 ............. .............ri......,.....................,......................:.....................:....................................................................................................................................................................................................................................,.............................................................
Z 0 - Proposed .._....__..._......
51.0 :.c...............p...........................................................,G.....,.................... ::..................,............................................... ,M1
0 ,.._. .............................................................................................
.. ....
.........."...»...
9.5
....... .......
48.0 ..........................................:.................................................................
"".................
w
Existing
45.0
43.5 ........._................................................................................
w _..... ...»,.._....._.,......,....,.........
42.0 .......................................................................................................................................................................... ...
40.5 347.2
450.0

Sharon's Nursery
Lagoon # 1
MAR 2 6 2019
F':a--Qua1itr
V 1t-McI OFmsens sccdc T

t
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 highest6monhsexcessinc in
a year. The average annual excess rainfall is approximately
Therefore, an average of 25 8 inches
rainfallxcss will not befactorl will eto consider
pumped each year. The year
in an annual pumping cycle, but this storage volume must always be
available. A maximum-elevation is determined in each design from
begin
pumping and this is usually the outlet invert of pipe(s)
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 permstewithouth as
weather, soils, crop, and equipment in order to apply
runoff or leaching.
Land application of, waste water is recognized as an acceptable
method of disposal. Methods of application
include
Csolid
are set,ould be
center pivot, guns, and traveling g ga
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-
ity,to prevent excessive odors during
charged to 1/2 its capac
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
-,.plan recommends, sampling and testing of waste (see attachment)
before land application.

3. Begin pump-out of the lagoon when fluid level reaches eleva-
tion �42. 3 as marked by permanent marker. Stop pump-out when
the fluid level reaches elevation 40.2 or before the fluid depth is
less than 6 feet deep (this prevents the loss of favorable
bacteria) . The design temporary storage, less 25 year storm
is 36451 cubic feet or 272652 gallons. As stated before, this
volume will vary considerably from year to year.
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 damagedby 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.
4
J
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.
.r

SEEDING RECOMMENDATIONS
-----------------------
AREA TO BE SEEDED: 1.5 ACRES
USE THE SEED MIXTURE INDICATED:
0 LBS. FESCUE GRASS @ 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30
0 LBS. 'PENSACOLA' BAHIA GRASS_-@ 60 LBS. /ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 30
12 LBS. HULLED BERMUDA GRASS @ 8 LBS. /AC.
(SUITED- FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0 LBS. RYE GRAIL @ 30 LBS\/ACRE (NURSERY FOR FESCUE)
60 LBS. RYE GRASS @ 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
1500 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
3 TONS OF DOLOMITIC LIME (2 TONSJACRE)
150 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.
y
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.

SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
)16
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 (3" ) and stockpiled for use on dike and pad
slopes (2-311 ) . The topsoiling quantity is in excess of amounts
specified on page one ( 1) .
Cut-off Trench:
---------------
A cut-off trench (when specified) shall be installed as shown in
the plans. * A SC AaATWJAL WtU. DE Foil LINim& WNElz6 AffLJCAPSLE.
Construction: J
-------------
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 one ( 1) foot below grade and backfilled and
compacted with a SCS approved material (ie-CL,SC,CH) ., Refer to the soil
investigation information in the plans for special considerations.
Precautions should be taken during construction 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.

---------------
Total Volumes
Grid cell size: 2.32 by 2.31
Original drawing scale: 100.00 ft/in
Project: SHARON PATTERSON
Drawing: Drawing 1
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 08/06/93 Time: 16:27:20
Final surface: Proposed
Initial surface: Existing
Tight Volumes Expansion Expanded Volumes
Cut : 3805.82
Fill 0.00� 3805.82
3151.31 25.00 3939. 13
Difference 654.51 Net Import 133.31
All volumes are in cubic yards.

Site Balance Report
Grid cell size: 2.32 by 2.31
Original drawing scale: 100.00 ft/in
Project: SHARON PATTERSON
Drawing: Drawing 1
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
----------------------------------------------
----------------------------------------------
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 08/06/93 Time: 16:28:39
Final surface: Proposed
Initial surface: Existing
There are no "Proposed" structures.
Fill shrink/swell percent: 25.00 Cut shrink/swell percent: 0.00
Balancing to 0.0 +/- 10.0 cubic yards
delta Cut\ Fill Cut - Fill
0.000 3805.82 `� 3939.13 -133.31
-0.053 384365 J 3819.71 23.94
-0.045 3837:82 3837.80 0.02
Lower "Proposed" by 0.045 feet.
�.Y

� Inclination: 28.0
Z Magnification: 7.2
Orientation: -45.0 A _
• titi11� ..
�1tl;tt� S .
• l{{``44``,,1111111titi`kll�`yl t`�ttttlkkty ..
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44.00 "' sl s 45�tlttt lls$S`tititit 1d�113titi�tiSll�ttlt�lttltititi�titi411tt IlttiStititis
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38.00 l
3b.00•
34.00 ... ,•1..
32.00
30.00
' A
31) Mesh Surface
Lower Left
3D Mesh Surface
Proposed
ProJect: SHARON PATTERSON
Drawing: Drawing 1
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 08/06/93

Y
........... •- ...... 35.00
$$ 0a 37.00
40.j00 38.00
s2 00
32.00 34.00
41,00 40.00
,i,,�,,..�;.��..._.._.._._. • - -_ __ .-
J ;c 42.00
4 .00 f+
43.00
4..00 I
i
+ 44.00
f I
"ifs:�-•7,i:
, I
• 00
Report: Plan Utew
0 ProfeCt� SHARON PATTEoss-seotion Loca 60 Drawing. Dr RSpN tions
Y Surface: prowing 1
120 Posed
Prepared by: QOLDS Date: 08,iftgin BORO TppeFgR4;using WORK
Stale; 60 3
0fr.36 i

0fi d etsHoriz. scale: 4 tn Vert- scale: 3 +t/in -
Project: SHARON PATTERSON
Drawing: Drawing 1
Number.
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: GOLDSBORO HOG FARM usin SITEWORK
Date: O8/11i93 Time: 14:09:3
46.2 A - A'
44.7
43.2 ................................... 1s •, I,+ ................................................................................................ .l.......,',...........................................
y` t Prop sed
41.7 ............ :i.............. ................................................................ ........ . .....•.... ............•! ...........................
-\I ........ ..:1 T��.� - ..........A......................................
38.7 .............................. .........................................'t........................................................
37.2 ............................ ............ j Exis ing f
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35.7 ......................... t �............ .
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. ......................................................
29.7 245.4
a
y 1 i

CL%LVII r&W,64Y
V Digitized Points
Horiz. scale: 40 ft/in Vert. scale: 3 ft/in
Protect: SHARON PATTERSON
Drawing: Drawing 1
Number.
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 08/11/93 Time: 14:13:28
47.0 B - B,
44.0 ......................... .......................... .... ... .... . .�.:z;.............r.... .. . ................... ............................................ass:
42.5 ............... ............................Prop sed....................... ....... ....... ................. #, t
1.. .i ........ ............
41.0 ..................................................................................................... .......... I. ........ .... .................................. .f.............. . .......
t
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Exis ing -
3
38.0 ................................................................................................................y. ................................................i................................
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t
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= t
33:5 . ....................................................................................................................... . ...................
ty
32.0 ...............................................................................................................................' x2:42x:^SSC:tx L^7 Z2ZC Zxx=C-j ....................................
30.5
347.2 I a,

cross-Section Plots
Horix. scale: 40 Digitized
Vert.scale: 3 +tiin
Project: SHARON PATTERSON
Drawing: Drawing 1
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: GOLDSBORO HOG FARM using SLTEWORK
Date: O8/11/93 Time: 14:17:15
46.8 C - C'
45.3 _ °...: ,a; - ....................................................................................................................................................
43.8 .........................................� .......'-
...............rI;. ...... .yr....... ...............
42.3 Prop sed - .. - ;ir�
'... ........ ................ . .........................................� .......,�. ...........
40.8 ..............................................................................................
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39.3 ..................................................................................................
ing
37.8 ............................................................................................... I
ys............................................... .................. :;. ..
t
36.3 ............................................... t d
1. .......................................... .f...............................
34.19 ......................................... ii
...................................... ........... ................ . c ........... ...............................
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3
33.3 . .................................................................... r J
...................�. ................... .............l..................................
t f
31.8 .......................
............................ ...................................
30.3 347.2

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• f
f
P. O. Box 277
united States Soil Kenansville, NC 28349
Departmenvot Conservation Telephone [phone]
Agriculture Service
WASTE MANAGEMENT FACILITY SITE EVALUATION
GENERAL INFORMATION _
{� LOCATION
NAME
TELEPHONE 61 S SIZE OF OPERATION 3 O� D INGa��F tr
LOCATION DATA
DISTANCE FROM NEARESTIN FEE�g SIOWNED BY PRODUCER gV 0��14
NUMBER OF HOUSES WITH - YES NO *�'
IS SITE WITHIN 100 YEAR FLOOD PLAIN?
IS SITE AT LEAST 100 FEET FROM A "BLUE LINE"PERENNIAL STREAM? YES 'r NO
IS SITE WITHIN I MILE ZONING JURISDICTION OF A MUNICIPALITY? YES NO
if yes,landoTvneP should consult with local zoning board about required permits
WETLANDS
:DOES
L SITE INVOLVE CLEARING WOOD OR ANY NON CROPLAND? YES ✓' NO
IF YES,HAS PRODUCER COMPLET D AN AD-1026 FORM? YES NO
NON WETLAND NEED TO BE MEAStRED BY REGISTERED SURVEYOPRIOR YES— TO
APPROVING WASTE MANAGEMENT PLAN
IF WETLANDS O�IN ONRAN IT IS THE D THE NC DIMS ON OF ENVIRONMENTAL IjSIBILITY OF THE PRODUCER
MANAGEMENT TO THE US
ARMY CORP
DETERMI R ADDITIONAL PERM
TEN APPROVAL REQUIRED.ITS ARE M SCS,US ARMYCORP OF ENGINEERS ALTERED
AND NC
PRODUCER PRODUCE
DIVISION OF ENVIRONMENTAL MANAGEMENT.
WASTE MANAGEMENT--VALID ONLY IF WASTE MANAGEMENT PLAN ATTACHED
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY TOM RE LAND
NANDPLY WASTE?YESjz NO
YES NO
IF NO,DOES PRODUCER HAVE ACCESS
SEE ATTACHED PLAN FOR SPECIFIC RECOMMENDATIONS
S
OIL INVESTIGATION
--VALID ONLY IF SOIL INVESTIGATION SHEET ATTACHED
✓' NO
TABLE FOR LAGOON? ES ATO tom-
LEVER R-FQvVzED? NO QUESTIONABLE
IF YES,IS CLAY AVAILABLE ONSITE? YES NO •
IS A CORE TRENCH REQUIRED? YES
CONDITIONAL
YES
'y SITE APPROVED NO
COMMENTS 'f�
ae8 a I i►1'
BG a C a
APPROVAL BASED ON SCS STANDARDS VALID FOR 60 DAYS FROM DATE SIGNED. THIS APPROVAL
SUBJECT TOM
�O CHANGE BASED ON CHANGES IN NATIONAL,STATE,OR LOCAL LEGISLATION.
rfi'e`�od`C9onNseiJaT�cn S�ervEice 0 FEET FROM RESIDENCE AT TIME OF�DESIGN.
�
t �
® is an ayencY of the SIGNATURE �c7��i. 4� `���"� DATF —
`i Department of Aariculture �--
�

SCS-EN G-538
Rev. 5 70 AGRICULTURE
+•:;;....- U. S. DEPARTMENT OF
SOIL CONSERVATION SERVICE
'SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE'
FARMER'S NAME !
DATE �. ? — `i DISTRICT r ;
S- C.S. PHOTO SHEET N0. — COUNTY
.,� --- WORK UNIT A F— q
WATERSHED AREA MEASUREMENTS
CROPLAND ACRES PASTURE �T ACRES
WOODLAND ACRES TOTAL ACRES POND CLASS WORK UNIT CONSERVATIONIST
SKETCH OF PROPOSED'POND SHOWING WHERE BORINGS WERE MADE (App=a,�'g a ih:=`..
Locale reference point In center line of dam and idenfifv'on sketch,- feet)
I
+f : f
SHOW BORING NUMBER AND PROFILE
DEPTH Make and fist darn-site and tp!!(uiay borings/irsl•f
(Continued on back when necessaryl Show+aaler kn Pond ed rea and on dam-We
pit borings•separale with uert(cal red line.SCALE site borings.
1 2 3 4 5 6 7 8 9 10 Il 12 13 14 15 16 17 18 19 20 21 22 23
I/
BORINGS MADE BY
SIGNATURE & TITLE

US Department of Agriculture NC-CPA 16
Soil Co&ervation Service 4-92 or scenic area included! i:n, the. planning
ons impact on an adjacent natural.. or
19 Q.G.K.. 4a0._2.3 and .-.2 4-1
ENVIRONMENTAL EVALUATION
Land User/Owner pa i�cvraa County In,,f 1_,
+ x rage; landuser- to: consult with: concerned:
Location/Tract & Field Number N /U Acreage 71iet es,_ and: indivs.dua:ls: to: arrive at
sfactory land. use. and' treatment_,
/�
Prepared by. 12r 2�,..� DS c--r Date I�- `� -9 z
�� elude: th_.e,_10;QTea flood. plain'?
Brief Description. of Planned Practice/RMS/Project Measure: M; 4:1,Q 2�,;1 HUD Flood. Plain, maps)
ed action: l%lel;y. to_ Pave: s:i.gni.fiscant
N4ts, or-ie ci-st ng, natural and:. beneficial.
eN- fl-o.od; P,&in?
Environmental Factors and Resources to Identify and Evaluate j/ radical, alternative: outside: the: faood;
1. Is wetland included in the planning area: (References: NCPM; p.�;a.in, been: used: for agricultural
190-GM 410.26; Hydric soi s list; Classification of Wetlands and s at' least: I -of: the- last: 5., years-2Dee�water_ Habitats of thelt.S. ; National Wetlands Inventory Maps;
NFSAM. �s:• orisc-a--_' s=ite. located -in, the: 'pl.a=n ng;
2,0'-GM,' 4;01_; Nat.i.onal. R-eg stet of;
No j
1
Yes - If yes, I
-- Identify types present steps: b,eens ta-kenr, to ensure:: the,
-- Attach environmental evaluation showing what effect area:?•
planned assistance will have on wetland and how this
assistance- is within policy e, '`o.r 1;ocally, important Farmlands in-
Have needed permits (CAMA, DEM, Corps, etc. ) been rences 310f-CM)
obtained by the landuser?\
-- Make sure no planned practices will put the landowner in
violation: of Swampbuster �.
a.'y,• on; ak sad-is map, or 'legendY.,,�„ r A4 ri
2. Endangered and/or threatened species: (References: 190-GM
410.22; Technical Guide Section I-i(13) and Section I-vii odbust-nc�?-
No Yes A Yes.. E
-- Identify species whose range and habitat needs indicate ;wampbueting?,`
they might occur in planning area
-- Identify on map any designated critical habitat VV � Yest
�ntroversy,;?' From. whom =Ad•o i ti
J
Y.:es- V""tf f

ti •
[ 1
10. Ark permits required?/Should the person contact permit agencies?
No ✓ I*' Yes
When an environmental factor or resource is identified on the
site, the user will refer to the appropriate reference for policy
and document the appropriate action in the notes portion of this
form.
NOTES, DOCUMENTATION, FOLLOW-UP
Ro o�6 a- Gp"q oA6 R.1f"e
�j Will need ce/ki f;c.+;oh 0A -
Acres -For �arfur,e, p lay+�.y
`Frorv► RSC.S br Re is7ereo�
9 sv rveyoF
I
f

A>a=1026 Y ° '911. UNITED STATES DEPARTMENT OF AGRIs_,—,TUBE Form Approved.-OF56 No.
05k0_00W
HIGHLY ERODIBLE.LAND CONSERVATION.(HELC)`AND.WETLAND `
CONSERVATION (WC) CERTIFICATION
1. Name cf Producer 2. Identification Number Crop Year
l 4. Do the-attached AD71026A(s) list.-all your:farm ing interests b. Y;-and.show current
No
`" Y:.count •1'
SCS determinations?_..If'No", contact-your County ASCS.Office:before complering_this form: Y y::..:•=; •:
g - .: :. .. ...�..
5. 'A're'you ribw applying for;or do yoii'have a FmHA irisuredor uaranteedloan.
6. Do you have a crop insurance contract issued or reinsured by the Federal CropEA 91
Insurance Corporation? I __-
r 7. Are you a landlord' on any farm listed on AD-1026A that.will not be in compliance with -----
HELC and WC provisions? j - --- -
S. Has a. HELC exemption been approved on any farms listed on AD-1026A becauselhe
landlord refuses to comply? _
9: Zisf"here or attdch'-a-lisT—of affiliated:,-ersons:with;:farmin-," - _
-_P g. . - e else
""or
:interests; S�e;
ex lanation "None" if a li
p . Enter cable.
If items 7 or 8 are answered"YES",circle the applicable farm number on AD-1026A.
! During either the crop year entered in item 3 above, or the term of a requested USDA loan: r
10. Will you plant or produce an agricultural commodity on land for which a highly erodible
land determination has not been made?
11. Will you plant or produce an agricultural cmmodity on any land that is or was a wet area
onwhich planting was made possible by dr�ining, dredging, filling;or eve ing ot=any o er
means after Dec inlier,23`l,985?. =r. _ . • ., .. ::F_ J •4•^ .
12. Will ou have you since November 199 madep possible ' - -
Y..-.� �. Y Q, p s ble theplantME,o anyEio `t
pasture, agricultural commodity,or other such ci'o b a::conv>r'Ain ' � ,��
P Y ( ) �,.�t� g:an.��v�et'a�,e �`�^� .�.
draining, dredging,filling,leveling,or any other means, rripr{wirig„fnodilhrg,p�� „
maintaining, an existing drainage system?
13. Will you convert any wet areas for fish production, trees, vineyards;shrubs;-building,:lb;T `
constnAction,or other
"YES"for any one of these items,sign and.date in_item,.14,be[:' ;Cirde t(1e. . livable tract
If answers t0 itemS number on AD-1026A,or list tract-number.in•tem J 2•,on AD-1026A;�u4SCS.nnlrefer-this AD 026
10, 11, 12, or 13 are: to SCS for a determination. DO NOT sign in item 16 until SCS determination is complete.
"N "for all of these items or SCS detenn-linatibns are complete;Yctf*bte'it&r 16.
I hereby certi( th the abov r2tio an ern -tta
14. Signature of krpWledg2
ched AD-1026A .is t e:and correct to the best of my
Ilel.
Producer,ttlll►-,
, Date Re erred_ Signature of ASCS
15. Refercal'7o 8CS` Enter a V if` S`tietermination is'needed because -L�_�L(Completed b ASCS) "Yes"is answered in i &1�1=' =r ' sn'••
p ^ y - item 10,11, 12,or 13.
NOTE: .Before signing 'in item:16,`Read AD=i026 Appendix"-
r,l•_: ;'t_ ;• 1 herebyi eji tfratlhe`above lnformation'arid!!re Infotmatlori oil attache/ _J f
` .1. .,•iCl'.'ti{=:�Fli::�•. f.-'• .fi ed AD-f026As,�•isfrue snd o& ,to thebeSt of*y
+knowledge and belief,;%t;ls.riiy�esponsFtii{jty�o, �le a neivAD-T026 in fhe.event lhre'are'atiyngs%n`Ry�iiiinln pl
°-operatforr(s):=In signing this form 1 have received and will comply with;the complianoenequlremeAts of.
4AL 10 p p41z
16`�Signatiire.of . .- �. _ ; ..- .... :.. .. ...,:.,.... .. . . • .. . ? .
Producer :;:, s
17.fiemarks:,.., i - Date

U.S.D.A. SC$-CPA-026 1. Name:and Address of Person 2. Date of Request
Soil Conservation Service (June 91) f/')
HIGHLY ERODIBLE LAND AND WETLAND 3. C my -
CONSERVATION DETERMINATION
4. Name of USDA Agency or Person Requesting Determination 5. Farm No.and Tract No.
SECTION I-HIGHLY ERODIBLE LAND
FIELD NO.(s) TOTAL ACRES
6. Is soil survey now available for making a highly erodible land determination? Yes No❑
7. Are there highly erodible soil map units on this farm? Yes No❑
8. List highly erodible fields that,according to ASCS records,were used to produce an agricultural commodity in any
crop year during 1981-1985.
9. List highly erodible fields that have been or will be converted for the production of agricultural commodities and,
according to ASCS records,were not used for this purpose in any crop year during 1981-1985;and were not
enrolled in a USDA set-aside or diversion program.
10. This Highly Erodible Land determination was completed in the: Office Feld❑
SECTION 11-WETLAND
FIELD NO.(s) TOTAL ACRES
11. Are there hydric soils on this farm? Y No❑
12. Wetlands(W),including abandoned wetlands,or Farmed Wetlands(FW)or Farmed Wetlands Pasture(FWP). y1B-ti�G
Wetlands may be farmed under natural conditions. Farmed Wetlands and Farmed Wetlands Pasture may be
farmed and maintained in the same manner as they were prior to December 23,1985,as long as they are not
abandoned.
13. Prior Converted Cropland(PC). Wetlands that were converted prior to December 23,1985. The use,management,
drainage,and alteration of prior converted cropland(PC)are not subject to the wetland conservation provisions u6less
the area reverts to wetland as a result of abandonment.
14. Artificial Wetlands(AW). Artificial wetlands includes irrigation-induced wetlands. These wetlands are not subject
to the wetland conservation provisions.
15. Minimal Effect Wetlands(MW). These wetlands are to be farmed according to the minimal-effect agreement signed
the time the mininial-effect determination was made.
1:_„Aitigation Wetlands(MIW). Wetlands on which a person is actively mitigating a frequently cropped area or a wetland
converted between December 23,1985 and November 28,1990.
17. Restoration with Violation(RVYV-year). A restored wetland that was in violation tas aresult of conversion after
November 28,1990,or the planting of an agricultdral commodity or forage crop. '
18. Restoration without Violation(RSW). A restored wetland converted between December 23.1985 and
November 28,1990,on which an agricultural commodity has not been planted.
19. Replacement Wetlands(RPW). Wetlands which are converted for purposes other than to increase production,
where the wetland values are being replaced at a second site.
20. Good Faith Wetlands(GFW+year). Wetlands on which ASCS has determined a violation to be in good faith and the
wetland has been restored.
21. Converted Wetlands(CW). Wetlands converted after December 23,1985 and prior to November 28,1990. In any
year that an agricultural commodity is planted on these Converted Wetlands,you will be ineligible for USDA benefits.
22. Converted Wetland(CW+year). Wetlands converted after November 28,1990. You will be ineligible for USDA
program benefits until this wetland is restored.
23. Converted Wetland Non-Agricultural use(CWNA). Wetlands that are converted for trees,fish production,shrubs,
cranberries,vineyards or building and road construction.
24. Converted Wetland Technical Error(CWTE). Wetlands that were converted as a result of incorrect determination A
by SCS.
25. The planned alteration measures on wetlands in fields are considered maintenance and are in compliance
with FSA.
26. The planned alteration measures on wetlands in fields are not considered to be maintenance and if
installed will cause the area to become a Converted Wetland(CW). See item 22 for information on CW+year.
27. The wetland determination was completed in the office i-1 field and was delivered❑ mail to the person on
28. Remarks. � ov� � �\ Any
29. 1 certify that the abmwe determination is correct and adequate for use in determining 30. Sign ture CS Dis 'ct ervationist 31. Date
eligibility for USDA program benefits,and that wetland hydrology,hydric sails,and y /
hydrophytic vegetation under normal circumstances exist on alt areas outlined as
Wetlands Farmed Wetlands and Farmed Werlanlr Paxtiire.
Assistance and programs of the Soil Conservation Service available without regard to race,r6ligion,color,sex,age, or hand

United States Soil P. O. Box 277
Qepartmew of Conservation Kenansville, NC 28349
Agriculture Service Telephone [phone]
A-lb.P�krgy, , Cr -2-95_6g
Dear
Enclosed is your copy of a wetland determination for tracts/Z-IrOon which you indicated
your intent to clear some land. The attached map has been delineated to show the area(s) in
question. Each area to be cleared has been identified with a symbol to denote its classification.
Below is an explanation of the various symbols that may pertain to your map.
W- Wetland- Area is a wetland and should not be cleared for any reason if you
wish to remain eligible for USDA programs, receive SCS technical assistance, or avoid
violating US Army Corp of Engineers' and Division of Environmental Management
(DEM) regulations. Any exceptions to this statement should be in writing from the Soil
Conservation-Service prior to clearing land.
NW-Non wetland- Area is non,wetland and can be cleared and utilized without
violating Farm Bill.
NW- Non wetland - Area has hydLc soils but for Farm Bill purposes only, area is
non wetland due to hydrology modification prior to 12/23/85. You still need to check
with the US Army Corp of,-Engineers or th NC DEM to determine if additional permits
are necessary prior to clearing.
CW - Converted Wetland after I1/28/90 - Area was cleared after 11/28/90 and is
a converted wetland. Clearing constitutes a violation of the 1990 Farm Bill. In order to
regain eligibility for USDA programs, area must be restored. Consult with the SCS
about an approved restoration plan before beginning any restoration.
If you need to clear the delineated wetlands for roads, buildings, hog lagoons or similar
activities, you can request a converted wetland for non.agricultural use (CWNA) exemption.
If granted, this exemption would be for Farm Bill.purpo'ses only; therefore, you would still
need to contact the Army Corp of Engineers and the Division of Environmental Management.
To request a CWNA exemption, you should complete a request form at the SCS office. It will
take approximately 40 days to get this exemption approved once you give this office the
request. Do not start any clearing of wetland prior to receiving written notl cation from
this office that your CWNA request has been approved. Also you should n . start clearing
until you have received approval from the Army Corp and DEM. All three pe Ipits must be
received and approved prior to clearing any wetlands.
I have tried to make this determination as fairly as possible. However if you believe this
determination is incorrect, you have the right to appeal. To appeal send me a brief letter
explaining why you believe this determination is incorrect. Send the letter to the address on
the letterhead. This letter should be received within I5.days of your receipt of this letter.
Sincerely,
1/1
E. Sugg
n The Sol Conserv.tkrn service District Conservationist

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AD-1026(06-07-91) UNITED STATES DEPARTn. f OF AGRICULTURE Farm Approved-OMB No.056"004
HIGHLY ERODIBLE LAND CONSERVATION (HELC) AND WETLAND
CONSERVATION (WC) CERTIFICATION
1. Name of Producer 12.Identification Number 3. Crop Year
YES NO
4. Do the attached AD-1026A(s) list all your farming interests by county, and show current `
SCS determinations? If"No", contact your County ASCS Office before completing this form.
5. Are you now applying for,or do you have a FmHA insured or guaranteed loan?
6. Do you have a crop insurance contract issued or reinsured by the Federal Crop
Insurance Corporation?
7. Are you a landlord on any farm listed on AD-1026A that will not be in compliance with
HELC and WC provisions?
S. Has a HELC exemption been approved on any farms listed on AD-1026A because the
landlord refuses to comply?
9. List here or attach a list of affiliated persons with farming interests. See reverse for a
erplanation. Enter "None", if applicable.
If items 7 or 8 are answered"YES",circle the applicable farm number on AD-1026A.A
During either the crop year entered in item 3 above,or the term of a requested USDA loan:
10. Will you plant or produce an agricultural commodity on land for which a highly erodible YES NO
land determination has not been made?
11. Will you plant or produce an agricultural commodity on any land that is or was a wet area
on which planting was made possible by draining, dredging, filling, or leveling or any other
means after December 23, 1985?
12. . Will you, or have you since November 28, 1990, made possible the planting of any crop,
pasture, agricultural commodity, or other such crop by: (a) converting any wet areas by
draining, dredging, filling, leveling, or any other means, or, (b) improving,modif= ing, or
maintaining, an existing drainage syst, S4bc /S.6,4
13. Will you convert any wet areas for fish production, trees, vineyards, shrubs,b ading
construction, or other non-agricultural use?
If answers to items "YES"for any one of these items,sign and date in item 14 below. Circle the applicable tract
number on AD-1026A,or list tract number in item 12 on AD-1026A. ASCS will refer this AD-1026
10, 11, 12, or 13 are: to SCS for a determination. DO NOT sign in item 16 until SCS determination is complete.
"NO"for all of these items or SCS determinations are complete,complete item 16.
I h certify that 76 _4�o ' the information ach D- 026A's, is true and correct to the best of m14. Signature of owl T geapd. /^
Producer �� r /f Date
15. Referral To SCS Enter a 'V if a SCS determination is needed be�8e ate Ref red Signature of ASCS epre�entatwe
(Completed by ASCS) "Yes"is answered in' item 10,11, 12,or 13.
NOTE: Before signing in item 16, Read AD-1026 Appendix.
I hereby certify that the above information,and the information on attached AD-1026A's, is true and correct to the best of m
knowledge and belief. it is my responsibility to fife anew AD-1026 in the event there are any changes in my farming
operation(s). In signing this form,I also certify that I ha►e received and will comply with the compliance requirements on
16. Signature of AD-1026 Appendix.
'
Producer s Date
17.Remarks:
Jam_ / ORIGINAL-ASCS COPY ��