820005_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility CUrrently covered bN all Expiring Sate Non -Discharge General Permit
Oil September 30 2019. the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems "ill
expire. As required by these perouts. facilities that haNe been issued Certificates of CoNerage to operate under these State
Non-Dischirge General Permits must rippiv for reno%al at least 180divs prior to their expiration date. Therefore, all applications
niust be received by the Division of Water Resources bN no later (han April 3, 2019.
Please do not leave ai�r question unanswered. Please verill, all inforination and make an�r necessary corrections below.
Application must be signed and dated by the Perntittee.
I . Farm Number: 82-0005
2. Facility Name Kitnatrick Farm 1, 2, 4 & 5 & Merritt Front
1 Landowner's Name (same as oil the Waste Management Plan):
4. Landowner's Mailing Address: PO Box 856
Cite Warsaw State
Telephone Number: 910-293-3434 Ext. E-mail:
5. Facility's Physical Address: 1457 A K BrN an Rd
City: Magnolia State:
6. County where Facility is located: Sampson
7. Farm Manager's Name (if different from Landowner):
8. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not ail Integrator. write "None"):
10. Operator Name (01C): James Derek Brown
11. Lessee's Name (if (here is not a Lessee, write "None"):
Certificate Of Coverage Number: AWS820005
MUrphy-Brown LLC
NC Zip: 28398-0856
NC
David C Nordin
910-293-5330 Ext.
Mttrpliv-Bro%%n LLC
Phone No.: 910-289-2111
12. Indicate animal operation type and number:
Current Permit Operations Type Allowable Count
S,aine - Wean to Finish 18,419
Oneration Tnes:
Swine
Cattle
Dry Poultry
Wean to Finish
Dairy Calf
Non Loving Chickens
Wean to F"der
Dairy Heifer
Laying Chickens
Farrow to Finish
Milk Cco�
Pullers
Feeder to Finish
Dr, Co",
Turkevs
Far row to Wean
Beef Stocker Calf
Turkev Pullet
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Crva
We( Poultry
Gills
Other
Non Laying Pullet
Other
Layers
Zip: 28453
OIC #: 19632
Other Tviies
Horses - Horses
I lorses - Other
Sheep - Sheep
Sheep - Other

13. Waste Treatment and Storage Lagoons (Verily the following infintinalion is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
I. iner Ty pe
(Clay, S) rithetic,
Unknown)
Cafacit�
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
KILPATRICK b*�
nf-'rsv 0A
ir-XAAP—A-� C
I
KILPA TRICK -*,r
�ics( V)A
:S
D!� .6
MERRITT
A
-3
YVA
Nlail one (1) cop), of the Certified Animad Waste Management Plan (CANNAIP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address helon.
The CAWMP must include (lie following components:
1. The most recent Waste Utilization Plan (WUP), siened by the oNviter and a certified technical specialist, contal . ning:
a. Fhe method by "hich waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
li� A map of every field used for land application (for example: irrigation [nap)
c. The soil series present on every land application field
d. The crops grown oil every land application field
c, The Realistic Yield Expectation (RYE) for even, crop shown in the WUP
f The maximum PAN to be applied to every land application field
g. The waste application windoN%s for every crop utilized in the WUP
h. 'I lie required NRCS Standard specifications
2. A site inap/schernalic
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. Lqgoon/storage porid 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
fir Your CAWMP includes any components not shoon on this list, please include the additional components with your submittal.
(e.g. cornposting. 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 alim, to: 2019PermitRainewalitrucclemr.gov

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete -
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, my person who knowingly makes.arrY false statement
representation, or certificat ' ion in my 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 sip. If Landowner is a
corporation, signature should be by a principal executive officer of the corporation);
Name: UZ �--- Title:� �DWrNe-('
re':
Signata Date: \Cl\
Name: Title:
Signature:
Name;
Signature:
Date:
Title:
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
. Telephone number: [phone]
E-mail: [e-mail]
FORM: RENEWAI-STATE GENERAL 02/2019

Animal Waste Management Plan Certification
(Please type or print all information that does not require a signature)
N17
iWO-5,
P_�
General Information
Name of Farm: Kilpatrick 1,2,4 & 5 1 Merrit Farms Facility No: 82-5
Owner(s) Name: Murphy Brown, LLC Phone No: 910-293-3434
Mailing Address: P.O. Box 856 Warsaw, NC 28398
Farm Location: County Farm is located in: Sampson
Latitude and Longitude: 34 53' 31" / 78 09' 43" Integrator: Murphy Brown
Please attach a copy of a county road map with location identified and described below (Be specific: road
names, directions, milepost, etc.): Take SIR 11102 to Brices store; Bear right on SIR 1101 to Concord church; bear
rifht on SIR 1121 iUSt Drior to Concord church: Go .3 mile then join SIR 1003 toward Magnolia. Go .5 mile and bear left
onto SIR 1119 for .5 mile. At stop sign turn left and go .5 mile, turn right onto SIR 1117 to county line.. Go .2 mile to farm
entrance on the right.
Operation Description:
Type of Swine No. of Animals Type of Poultry No. of Animals Typo of Cattle No. of Animals
Wean to Feeder EJ Layer Dairy
Feeder to Finish Pullets Beef
Farrow to Wean
Farmw to Feeder
Farrow to Finish
Wean to Finish 18.419
Gilts
Acreage Available for Application: 161.35 Required Acre� 150
Number of Lagoons / Storage Ponds: 3 Total Capacity: 3,309,354 Cubic Feet (0)
Are subsurface drains present on the farm: Yes or (please circle one)
if YES: are subsurface drains present in the area of the LAGOON or SPRAY FIELD (please circle one)
Owner / Manager Agreement
I (we) verify that all the above information is correct and Will be updated upon changing. I (we) understand the operation and
maintenance procedures established In the approved animal waste management plan for the farm named above and will implement
these procedures. I (we) know that any expansion to the existing design capacity of the waste treatment and storage system or
construction of now facilities Will require a now codification to be submitted to the Division of Environmental Management before the
new animals are stocked. I (we) understand that there must be no discharge of animal waste from the storage or application system
to surface waters of the state either directly through a man-made conveyance or from a storm event less severe than the 25 - year,
24 - hour storm and there must not be run-off from the application of animal waste. I (we) understand that run-off of pollutants from
lounging and heavy use areas must be minimized using technical standards developed by the Natural Resources Conservation
Service. The approved plan will be filed at the farm and at the office of the local Soil and Water Conservation District. I (we) know
that any modification must be approved by a technical specialist and submitted to the Soil and Water Conservation District prior to
implementation. A change in land ownership requires written notification to DEM or a new certification (if the approved plan is
changed) within 60 days of a title transfer.
Name of Land Owner: _,e_,4,Z_,L_4Avp_bArown, LLC
Name of Manage?ifferent from
Signature: .1
AWC -- August 1, 1997
Date: \ 01_� — \ � —
Date

Technical Specialist Certification
1. As a technical specialist designated by the North Carolina Soil and Water Conservation Commission
pursuant to 15A NCAC 6F .0005. 1 certify that the animal waste management system for this farm named
above has an animal waste management plan that meets or exceeds standards and specifications of the
Division of Environmental Management (DEM) as specified in 15A NCAC 2H.201 and the USDA -Natural
Resources Conservation Service (NRCS) and/or the North Carolina Soil and Water Conservation
Commission pursuant to 15A NCAC 2H.0217 and 15A NCAC: 6F .0001.0005. The following elements are
included in the plan as applicable, While each category designates a technical specialist who may sign
each cerlification (SID, SI, WUP, RC, 1). the technical specialist should only certify parts for which they are
technically competent.
IL Certification of Design
A) Colle0on. Storage, Treatment System
Chock tXappropriale box
E!n Existing facility without retrofit
Storage volume is adequate for
utilization requirements.
(SO or WUP)
operation capacity: storage capability consistent with waste
r-I New, expanded or retrofitted facili (SD)
Animal waste storage and treatment structures, such as but not limited to collection systems,
lagoons and ponds, have been designed to meet or exceed the minimum standards and
specifications.
Name of Technical Specialist (Please Print): Kraig A. Westerbeek
Affiliation Murphy Family Farms Date Work Completed:
Address (Agency): P.O. BoY-759, Rose Hi�,28458 Phone No,: [phone]
signature:
c
B) LandjA li : ati n Site (WUP)
orov
The o an provide:s for minimum separations (buffers); adequate amount of land for waste utilization;
chosen crop is suitable for waste management hydraulic and nutrient loading rates.
Name of Technical Specialist (Please Print): Kraig A. Westerbeek
Affiliation Murphy Family[Faps Date Work Completed:
Address (Agen osp4ill 28458 Phone No.: (910)
�R�� _�289-21 11
Signature: Date: t T_ - 1, _Z�_)
C) Runoff Cpnfrols ff
Check the 90P�r`opfiato box
F%71 Facility without exterior lots (SDorWUPorRC)
This facility does not contain any exterior lots.
Facility with exterior lots (RC)
Methods to minimize the run off of pollutants from lounging and heavy use areas have been
designed in accordance with technical standards developed by NRCS.
Name of Technical Specialist (Please Print): Kraig A, WesteEbeek
Affiliation Mur h Famil F Date Work Completed:
Address (Agenc 49�/Rg ill 28458 Phone No.: [phone]
Signature: Date: —C:)
AWC -- August 1, 1997 2

D). Applictflion and Handling Equipment
Che��ppropfiate box
Existing or expanding facilitV with existing waste application equipment (WUP or 1)
Animal waste application equipment specified in the plan has been either field calibrated or
evaluated in accordance with existing design charts and tables and is able to apply waste as
necessary to accommodate the waste management plan; (existing application equipment can
cover the area required by the plan at rates not to exceed either the specified hydraulic or nutrient
loading rates. A schedule for timing of applications has been established; required buffers can be
maintained and calibration and adjustment guidance are contained as part of the plan).
New. expanded or existin facillity withou existing waste application equipmen for sere irrigation.
(1)
Animal waste application equipment specified in the plan has been designed to apply waste as
necessary to accommodate the waste management plan: (proposed application equipment can
cover the area required by the plan at rates not to exceed either the specifled hydraulic or nutrient
loading rates; a schedule for liming of applications has been established: required buffers can be
maintained; calibration and adjustment guidance are contained as part of the plan).
El Now. expanded -(Lr existing fagIllity withou existing waste application equipmen Low land spreading
not using spray irrigation. (WUP or 1)
Animal waste application equipment specified in the plan has been selected to apply waste as
necessary to accommodate the waste management plan: (proposed application equipment can
cover the area required by the plan at rates not to exceed either the specified hydraulic or nutrient
loading rates: a schedule for timing of applications has been established; required buffers can be
maintained: calibration and adjustment guidance are contained as a part of the plan).
Name of Technical Specialist (Please Print): _Lr�
Affiliation Murphy Family Farms Date V
Address (Agency), PO Bp
,2L759, Ro��28458 Phone
Signature: Date:
E) Odor Control4hg&!:��ontrol, Mortalit ant and Em,
The waste management plan for this facility includes a Waste Management Odor Control Checklist,
an Insect Control Checklist, a Mortality Management Checklist and an Emergency Action Plan.
Sources of both odors and insects have been evaluated with respect to this site and Best
Management Practices to Minimize Odors and Best Management Practices to Control Insects have
been selected and included in the waste management plan. Both the Mortality Management Plan
and the Emergency Action Plan are complete and can be implemented by this facility.
Name of Technical Specialist (Please Print): Kraig A. Westerbeek
Affiliation Murphy Family Facms - Date Work Completed:
Address (Agency 05A111,28458 _PhoneNo.:(910 I
Signab. tzl�Mw�w - - - ---Date: _cn
F) Written Notrcb Uf New or Expanding Swine Farm
The 4ollowing signature block is only to be used for new or expanding swine farms that begin
construction after Juno 21, 1996. If the facility was built before June 21, 1996, when was it
constructed or last expanded
I (we) certify that I (we) have attempted to contact by certified mail all adjoining property owners
and all property owners who own property located across a public road, street or highway from this
new or expanding swine farm. The notice was in compliance with the requirements of NCGS 106-
805. A copy of the notice and a list of property owners notified is allached.
Name of Land Owner:
Signature:
Name of Manager (if different from owner):
Signature:
AWC -- August 1, 1997

/11, Certification of Installation
A) Collection, Storacle, Treatment Installation
New. expanded or retrofitted facillty (SI)
Animal waste storage and treatment structures, such as but not limited to lagoons and ponds, have
been installed in accordance with the approved plan to meet or exceed the minimum standards and
spedficallons.
For existing facilities without retrofits, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation Date Work Completed:
Address (Agency): Phone No.:
Signature: Date:
B) Land Application Site (WUP)
Check the ropriate box
;��Tlhe cropping system is In place on all land as specified In the animal waste management plan,
Conditional Approval: all required land as specified In the plan is cleared for planting: the
cropping system as specified in the waste utilization plan has not been established and the owner
has committed to establish the vegetation as specified In the plan by _ (month/day/year);
the proposed cover crop Is appropriate for compliance with the waste utilization plan.
EJ Also check this box if appropriate
If the cropping system as specified in the plan can not be established on newly cleared
land within 30 days of this certification, the owner has committed to establish an
interim crop for erosion control:
Name of Technical Specialist (Please Print): Kraig A. Westerbeek
Affiliation MurphyFamilyFar Date Work Completed:
Address (Agency) ose—,01', 2845-8 Phone No.: (91 OL
Signature: Date:
This fol I lowing lignature block is only to be used when the box for conditional approval In Ill.
B above has been checked.
I (we) certify that I (we) have committed to establish the cropping system as specified in my (our) waste
utilization plan, and if appropriate to establish the interim crop for erosion control, and Vill submit to DEM a
verification of completion from a Technical Specialist within 15 calendar days following the date specified othe
conditional certification. I (we) realize that failure to submit this verification is a violation of the waste
management plan and will subject me (us) to an enforcement action from DEM.
Name of Land Owner:
Signature: Date:
Name of Manager (if different from owner):
Signature:
AWC -- August 1, 1997
Date

C) Runoff Controls from Exterior Lots (RC)
Facility with exterior lots
Methods to minimize the run off of pollutants from lounging and heavy use area have been installed
as specified in the plan.
For facilities without exterior lots, no certification is necessary,
Name of Technical Specialist (Please Print)
Affiliation Date Work Completed:
Address (Agency): Phone No.:
Signature: Date:
D) ArMlication and Hondling Equipment Installation (WUP or 1)
Check the appropriatelgo'ck
21 Animal waste application and handling equipment specified in the plan is on site and
ready for use; calibration and adjustment materials have been provided to the owners
and are contained as part of the plan.
F-1 Animal waste application and handling equipment specified in the plan has not been
installed but the owner has produced leasing or third party application and has
provided a signed contract: equipment specified in the contract agrees with the
requirements of the plan: required buffers can be maintained: calibration and
adjustment guidance have been provided to the owners and are continued as part of
the plan.
Conditional approval: Animal waste application and handling equipment specified In
the plan has been purchased and will be on site and installed by
(month/day/year); there is adequate storage to hold the waste until the equipment is
installed and until the waste can be land applied In accordance with the cropping
system contained in the plan; and calibration and adjustment guidance have been
provided to the owners and are contained as part of the plan.
Name of Technical Specialist (Please Print): Kraig A. Weslerbeek
Affiliation Murphy Family Farms Date Work Completed:
Address (Agency): P.O. B ose ��
_22��059, 28458 Phone No.: (91 0)29�
Signatu Data:
re
The follo zgOW a block is only used when the box for conditional approval in III D
above hz s beeh chocked.
I (we) certify that I (we) have committed to purchase the animal waste application and handling equipment as
specified in my (our) waste management plan and will submit to DEM a verification of delivery and installation
from a Technical Specialist Wthln 15 days following the date specified in the conditional certification. I (we)
realize that failure to submit this verification is a Violation of the waste management plan and will subject me
(us) to an enforcement action from DEM.
Name of Land Owner
Signature: Date:
Name of Manager (if different from owner):
Signature: Date
E) Odor Control, Insect Control and Mortality Management (SD, 31, WUR RC or 1)
Methods to control odors and insects as specified in the Plan have been installed and are operational. The
mortality manapernent system in the Plan has also been installed and is operational.
Name of Technical Specialist (Please Print): Kraig A, Westerbeek
Affiliation Murphy Family Farms Date Work Completed:
Address (Agency): P.O. B� 759, Rose V 28458 Phone No.:.(910)289-21 11
Signature: -'7 Date: li, '�N - \ --) — 6 -�
AWC -- August 1, 1997 5

Please return the completed form to the Division of Water Quality at the following Address:
Department of Environment, Health, and Natural Resources
Division of Water Quality
Water Quality Section, Compliance Group
P.O. Box 29535
Raleiah. INC 27626-0535
Please remember to submit a copy of this form along with the complete Animal Waste
Management Plan to the local Soil and Water Conservation District Office and to keep a
copy in your files with your Animal Waste Management Plan,
AWC -- August 1, 1997

Murphy -Brown, LLC
Grower(s):
Farm Name:
5/26/2016
NUTRIENT UTILIZATION PLAN
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Wean to Finish
Feeder to Finish
Gilts
Storage Period:
Application Method:
Murphy -Brown, LLC
Kilpatrick / Merritt; AWS820005
18419
> 180 days
Irrigation
2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste, Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials.
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen
Either of these conditions may result in runoff to surface waters which is not allowed
under DWR regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1 of 11

This plan is based on the waste application method shown above. If you choose to change
methods in the future, you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility, In some cases you may want to have plant analysis made, which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan, if carried out, meats the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, fil tons, etc.):
Capacity Type Waste Produced per Animal Total
Farrow to Wean
3203 gallyr
gal/yr
Farrow to Feeder
3861 gal/yr
gallyr
Farrow to Finish
10478 galtyr
gallyr
Wean to Feeder
191 gal/yr
gallyr
18419
Wean to Finish
776 gal/yr
14,293.144 gaVyr
Feeder to Finish
927 gallyr
gallyr
Gilts
1015 gallyr
gaVyr
Boars
2959 gallyr
gallyr
Total 14,293,144 gal(yr
AMOUNT OF PLANTAVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
Capacity Tviae Nitrogen Produced per Animal Total
Farrow to Wean
3.84 lbs/yr
lbs/yr
Farrow to Feeder
6.95 lbs/yr
lbstyr
Farrow to Finish
18.86 lbs/yr
Itislyr
Wean to Feeder
0.34 lbs/yr
lbs/yr
18419
Wean to Finish
1.4 lbs/yr
25.787 lbs/yr
Feeder to Finish
1.67 lbs/yr
Itislyr
Gilts
1.83 lbs/yr
Hislyr
Boars
5.33 lbslyr
lbs/yr
Total 18,947 lbstyr
Applying the above amount of waste is a big job, You should plan time and have appropriate
equipmeritto apply the waste in a timely manner.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the raflo of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage: 152.79
Total N Required 1 at Year: 34666.67
Total IN Required 2nd Year: 20950.99
Average Annual Nitrogen Requirement of Crops: 27,758.83
Total Nitrogen Produced by Farm: 18,947.00
Nitrogen Balance for Crops: (8,8111.83)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
facility.
*Based on
On -Farm
Records
2 of 11

Reception Area Specifications Year I of a 2 year crop rotation
Tratzt Field Irrigated SoR latCrOP Toirato 1atCr0P IstCrop LbsN/Ac Lbs N Total lbs N
Acreage Type Code APPIV Yield [be WWI: Residual /At Utilized
2nd Crop Tim to 2nd CMP 2nd Crop Lbs WAc Lbs N TOW lbe
Code Avolv Yield ll,a NJUnit Residual IAC Utili=
Total
Lbs WAC
TOWI los N
Utilized
i
I
Kjlpatick
1
3.29
Warfta_
C
Marc�Se
4.40
48.00
211.20
694.85
L
1
LN2
261.20
859�35
Kilpatrel,
- 2
2.91
Bl.nto�
C
March-Selot
4.40
48.00
211.20
614.59
L
Sept-Apni
1.00
50.00
so .
145.50
261.20
790--W
Kilperaick
3
3.11
Blanton
C
March -Sept
4.40
48.00
211.20
656.83
L
Sept -A ril
100
50.00
1 50.00
155.50
261.20
812.33
Kilpatrick
-6
1q34
wagram
C
March-S
5.40
49.00
264.60
354w56
L
Sept -April
1-00
-T-OO
.00
1 50.00
67.00
314.60
421.�--
Kilpatrick
7
4.32
Wagraii
C
March-S
5.40
49.00
264.60
1143.07
L
Swp-tApnI
-50.00
50.00
216.00
314.60
1359.07
kilpatra
a
2.18
Norfolk
D
Fet,15-June
111.10
1.00
is
96.10
209.50
N
ept-April
51.40
2.26
116.16
253.24
212.26
462.74
rilieltick
9
2.14
Norfolk
D
Fet,15-June
111.10
1.00
is
96.10
205.65
N
Sept-Apts
51 AO
2.26
116.16
24859
212.26
454.24 1
Kilpatrick
10
0.84
Norfolk
D
Feb`15-June
111.10
1.00
is
96.10
80.72
N
SePt-APhl
51AO
2.26
116.16
97.58
212.26
178.30 1
I(Apatnek
11
iW58
wag�
D
Febl�une
111.10
i.w
15
96.10
151.84
1 N
Sept -April
51.40
2.26
116.161
183.54
21226
3�503a
10pabick
12
2.24
wagram
D
Fel,15.June
111.10
1.00
15
96.10
215.26
N
Sept -April
51.40
2.26--
116.161
260.21
21226
475447
Kilpatrick
13
1 3.56
wagram
j D
lFeb'15-June
111.10
1.00
is
1 96.10
342.12
N
Se*Apdi
51.40
2.2S
116.161
413.54
212.26
755.66
Vilpabick
14
2.91
Wagrom
D
Febl 5-June
111.10
1.00
15
96.1 D
Z79.65
N
Sepil-April
51AO
225
11616
1 338404
-
Kdpatrick
is
2.57
Wagran,
D
Feb15-June
illa!O
idoo
15
96*10
246m98
N
Sept -April
51.40
2.26
11616 F
1 298.54
212.26
545.52
Kilpatrick
16
3.89
Wagrom
D
Fat,15-June,
111.10
I.DO
15
96.10
373.83
N
Sept -April
51.40
2.26
116.16!
451.88
212.26
825.71
mpatno,
17
&89
wagram
D
Fat,15,June
11110
i.w
is
%.to
566.03
N--
So ril
51.40
2.26
1
116161
684.21
212.26
1250.23
rupabick
18
7.73
wagram
D
Fet,15�June
11110
1.00
15
9670-
742.8i
N
Sept -April
51.40
2.26
1 116.161
897.95
212.26
1640.80
kilp.trick
is
1.54
wagram
D
Feb15,June
111.10
1.00
15
96.10
147.99
N
Sept-Aphl
51.40
2 M
116.16 �
178.89
212.26
326.89
kilpatrick
20
3434
wagram
D
F91,15-June
111.10
1.00
15
96.10
320.97
N
Sept-Aprl
51.40
226
116.16
M7.99
212.26
708.96
Kilpatrck
21
&72
wagram
D
Feb15-J.ne
111.10
1.00
is
96.10
357.49
N
Sept-Apil
51.40
Z26
116.16
432.13
212.26
789.62
Hilpatick
22
1446
Wagmm
D
Feb15-June
111.10
1.00
15
96.10
1 140.31
N
Sept -April
51.40
2.25
116.16
169.60
212.26
1 309Al
I(Hpallick
23
3.30
Wagnim
D
Feb15-June
111.10
1.00
15
96.10
317.13
1 N
Sept -April
51AO
Z25
116.16
3a3.34
212.26
700.47
nipamck
1 24
5.24
wagram
D
FeblSJ.m
111.10
1.00
is
96.10
50356
N
Sept -April
51.40
226
116.16
W8.70
212.26
1112.26
Kilpatrick
25
1 477
Norfolk
I D
Feb15,June
111.10
I.DO
15
96.10
458.40
N
Seo-Apil
51AO
2.26
116.16 1
554.10
212.26
1012.50
Kilpatrick
26
4�02
Norfolk
D
Feol�June
111.10
1.00
15
96.10
386.32
N
Sept -An]
51.40
226
11616
'166.98
212.26
853.30
Kilpatrick
27
1.87
Norfolk
D
Feb15-June
111.10
1.00
is
96.10
179.71
N
Sept -April
51.40
226
116A6
217.23
212.26
396.93
Kilpabick
28
155
Norfolk
0
Feb`&June
111.10
1.00
15
96.10
148.96
N
Sept-Ap6l
51.40
2.26
116.16
Iso.05
212.26
329�01
Yjlpatnck
29
=
wagrant
D
fwet,!S�Juna
111.10
1.00
is
96.10
214.30
N
Sept-Aphl
5140
zw
ZM
116.16
ns.05
212.26
473.35
Kipabick
30
2.47
Norfolk
D
Fobl!i-Jurve
111.10
I.DO
is
96.10
237.37
N
Sept-Aphl
51AO
2.26
226
116.16
286.93
212.26
524.29
Kilpatrick
31
3.66
Norfolk
D
Fet,15-Junt,
111.10
1.DO
is
96.10
350.77
N
Sept -April
51AO
226
2.26
116.16
424.00
212.26
774.76
Kilpatrick
32
4g5
Wagrain
D
Feb15,June
111.10
1.DO
15
96.10
475.70
N
Sept-Aphl
51.40
226
2.26
116.16
575.01
212.26
1056.71
191patrick
33
318
Norfolk
D
FeblS.June
111.10
1.00 1
is
96.10
305.60
N
Sept-Aphl
51.40
226
2.26
116.16
369.40
212.2B
67500
kilpetrick
34
3.98
AutryWile
D
Fet,15-June
111.10
1.00
15
96.10
382.48
N
-§O-PtApm
51.,111
2 �6
2.26
116.16
462.33
212.26 1
Bt4-81
Kilpatrick
35
4.11
Autryville
D
Feb15-June
111.10
1.00
15 1
96.10
394.97 1
N
Sept-Apni
51.40
2 M
2.26
116.16
477.43
212.26
872.41
Mem
36
299
Autrwile
D
Fet,15-June
111.10
1.00
15
96.10
207.M I
N
Sept -April
51.40
_
226
2 26
116.16
U7.33
212.26
634.67
Merrill
37
1.78
Autry�ille
D
Feb15-June
111.10
1.00
is
96.10
171.W
N
Sept-Apnf
51 AO
Z26
726
116.16 1
Zifi.�
212.26
3�.83
Merrill
38
3.16
AutryVille
D
Febl�Jure
111.10
1.00
15
96.10
303.68
N
Sept -April
51.40
226
116.16
W7.08
212.26
670.75
Merritt
39
2st
AutryWle
D
Fet,15-Jurle
111.10
I.DD
is
96.10_
279.65
N
_26
7
116.16
na.G,;
212.26
617.69
Merrill
40
2.11
wagrarn
D
FeblS-Juft
111.10
1.00
15
96.10
202.77
N
S8171-April
51.40
Z_26
118.16
245.11
212.26
447.88
Merrill
41
3.05
AubWlla
C
Mamh-Seprt
5w5O
49.DD
269.50_
821.98
L
Sopit-April
1.00
50.00
50.00
152.50
319.50
974.48
Merrill
42
1.98
Autryville
C
March -Sept
SI50
49wOO
269.50
533.61
L
Se"n]
1.00
50.00
50.00
99.00
319.50
632.61
Tom,.- TZJ.UO 14800.44 130"79 278#&MI
3(a) Of 11

Reception Area Specifications Year I of a 2 year crop rotation
Tract Field Irrigated soil 1stCrop Timeto lstCmp lstCmp LbsN/Ac LbsN Total III N
Acreage Type Code Apply Yield lbs NfUnit Residual 1AC Utilized
12nd Crop 1-im to 2ad Crop 2nd Crop Lbs N/Ac Lbs IN Tbial Its IN
Code Apply Yield [be NfUnIt Residual IAC Utilized
Tote
Lbs N/Ac
TOWI Its N
Utilized
Kilpatnck
subl
2.55
Slariton
C
March -Sept
4.40
48.00
211.20
538.56
- L
Sepl-Apnl
1.00
--66-0-0-
5o.00
12T50
261.20
666.06
Kipabick
sub2-3
2.06
Slanton
C
March -Se
4.40
48.00
211.20
435.07
L
Sept-ApnI
1.00
50.00
50.00
103,00
261.20
538.07
Kilicatria
wb6-7
0.78
wagram
c
Marc!�Sept
5.40
49.00
264.60
206.39
L
Sept-Apri
1.00
5000
50.00
39-00
314.60
245.39
Kilpatrick
subb-14
5*07
Wagram
D
Fai
111.10
1.00
15
96.10
487.23
IN
SO= 1
21
51.40
2.26
116.16
588.95
212.26
1076.18
nipatr&
sul,15�18
3.�
wagram
D
Feb15-June
111.10
1.00
is
96.10
330.58
-
N
51.40
2.26
116.16
399.60
212.26
730.19
Kilicatna
wblg-21
1.95
wagram
D
Feb1&Jum
111.10
1.00
is
96.10
197.40
N
SePtW1
51.40
Z26
116.16'
�.52
21F2-6
413.91
ItIpatick
wb22-29
3.63
Wagram
D
Fabl$.June
111.10
1.00
is
96.10
348.84
N
Sapt-Aprl
51.40
226
116.16
421.68
212.26
770.52
KIpatnck
sub30-31
0.92
Norfolk
D
Feblii-June
111.10
1.00
15
96.10
88.41
IN
Sept -April
51.4D
2.26
116.16
106.87
212.26
195.26
Qlpati�
wb32-33
0.87
wagram
0
Fet,15-June
111.10_
1.00
15
%.to
W.61
N
Sept-Aphl
51.40
2.26
116.16
101.06
212.26
184.67
Kilpaunck
sub34-35
0.84
AutyVille
0
Fel,15-June
111.10
1�00
is
96.10
80.72
N
SePlt-Aplil
51.40
2.26
116.16
97.58
212.25
178.30
Merrift
sul,36,371
1.07
AuUyville
D
lFelp15-Jum
111.11)
1 1.00
1 15
96.10
1 102.83
N
SePt-APnII
51.40
1 2.26
1 116.16
124.30
212.26
M7.12
Vle�
stll,3840
1�32
Wagm
D
Fe1,15-Ju.
111.10
1.00
15
96.10
126IS5
IN
Sept -April
51.40
2.26
116.16'
153.0
212.26
280.19
Merritt
�1,41-42
2.38
Autyvifle
C
March -Sept
5.50
49.00
269.50
641.41
L
Sept-AMI
100
50.00
50.00
119.00
319.50
76D.41
Me=
wbM1
205
Norfolk
D
Feb15-Jum
111.10
1.00
is
96.10
197.01
N
Sept-Apfil
51.40
2.26
116.16
238.14
212.26
435.14
28.93 3854.91 2846.53 6701-441
3(b) of 11

Reception Area Specifications Year 2 of a 2 year crop rovation
Tract Field Irrigated Soil ist crop Time to 1stCrop 1stCrop LbsNlAc Lbs N Total Its N
Acreage Type Code Apply Yield lbe �nit Residual /Ac 1.1tili.ed
2nd Crop Time to 2ncl Crop 2nd Crop Lbs NJAc Lbs N Total IW N
Code Apply Y' old lb. WU.it Pesidual /Ac I.Itiliaod
TOW
Lbs WAc
Tollal lea N
Mlized
Kdpatrick
1
3.29
Blanton
C
Mar&,Saiat 4.40
48.00
211.20
IsS4.85
L
Sept -April
100
50.00
50.00
164.50
261.20
859.35
Kipatnek
2
2.91
Blanton
C
March -Sept 4.40
48.00
211.20
614.59
L
Selpt-April
100
WORD
50.00
145.50
261.20
760.09
Kilpatrick
3
3.11
Blanton
C
March -Sept 4.40
48.00
211.20
656.83
L
Sept -April
1.00
50.00
50.00 �
155.50
261.20
81Z33
Kilpatrick
6
1�34
Wagrom
C
March -Sept 5.40
49.00
2".60
354.56
L
Sepl-Apnl
1.00
50.00
So.w 1
67.00
314.60
421.%
KilipaVick
7
4.32
wagrarn
C
March -Sept 5.40
49.00
264.60
1143.07
L
Sept-Apd!
1.00
50.00
50.00,
216.00
314.60
1359.07
1<11patrelt
8
2.18
Norfolk
0
Afaiii-Saptl 25.10
3.96
103.36
225.32
0.00
0.00
103.36
225.32
t0patlick
9
2.14
Norfolk
0
Aladi-SeptIS 26.10
3.96
103.36
221.18
0.00
0.00
103.36
221.18
lupatrick
10
0.84
Norfolk
0
Apni-Sep" 2(1
3.96
103.36
86.82
0.00
0.00
103.36
86.82
Kilpatrick
11
1.58
Wagrion,
0
Aprk9eptl 26.10
3.96
103.36
163.30
0.00
0.00
103.36
163.30
Kilpatrick
12
2.24
wagram
0
April-Septl 5 26.10
3.9B
103.36
231.52
0.00
0.00
103.36
231.52
Klaabick
1 13
3.56
wagrain
0
Aiml-SePtl 26.10
3.96
103.36
1 M7.95
I
1 0.00
0.00
103.36
367.95
Kdpabhick
14
2.91
Wagram
0
Apfil-Septl 28010
3.96
103.36
300.77
0.00
0.00
103.36
300.77
kiliciatick
15
--i -57
Wagram
0
April-Septl 26.10
3.96
103.36
265.62
0.00
0.00
103.36
265.62
Kilipapick
16
3.89
wagram
0
AphlSep" 26.10
3.96
103.36
Ozos
0.00
0.00
103.W
402.05
Opatrick
17
5.89
wagram
0
April-Septl 26.10
3.96
103.36
608.77
0.00
0.00
103.36
608.77
Kilpatrick
is
7.73
wagrana
0
April-Selarl 26.10
3.96
103.36
798.94
0.00
0.00
103.36
798.94
Kilpatrick
19
L54
wagran,
0
AVII-Septl 26w!O
3.96
10136
159.17
0.00
0.00
103.36
159.17
Kilpatilck
20
334
wagram
n Pt -
3.96
1 D3.36
345.21
0.00
0.00
103.36
1 345.21
rupatirck
21
172
Wagram
0
III -Se 1 26.10
3.96
103.36
�.48
0.00
0.00
103.36
384.48
)QUIpatrick
22
1.46
wagnim,
0
Apni-Selptl 26miO
196
10&36
15D.90
0.00
0.00
103.36
150.90
Kipabrick
23
3.30
wagram
0
Ap&SOPtl 26.10
3.96
103.36
341.07
0.00
0.00
103.36
341.07
10paoicc
24
5.24
Wagnam
0
April-Septl 2610
3.95
103.36
541.59
000
0.00
103.36
64159
Kilpabick
1 25
4.77
Norftfdk
0
jApdl 26.10
1 3.96
1
103.36
493.01
O.DO
0.00
103.36
493.01
K51patnel,
26
4.02
Norfolk
0
April-Septl 28.10
3.96
103.36
415.49
0.00
0.00
103.36
415.49
Vilpablicil,
27
1.87
Norfolk
0
Apini-Seratl 26.10
196
103w36
193.28
0.00
0.00
103.36
193.28
Kilpatrick
28
1.55
Norfolk
0
Aphl-Septl 26.10
3.96
103.3B
160.20
0.00
O.G0
103.36
160.21)
Kilpatrick
29
2.23
weignim
0
Apill-Sept! 26.10
3.96
103.36
230.40
0.00
0.00
10136
230.48
Kj1patrici,
30
2.47
Norfolk
0
Aphl-Septl 26.10
3.96
103.36
255.29
0.00
0.00
103.W
255.29
KWpatrick
31
3.85
Norfolk
0
Aphi-Septl 28.10
3.96
103.W
377.25
0.00
0.00
103.36
377.25
lolpauick
32
4.95
wagrann
0
Apdk%ptl 26.10
3.96
103.36
511.61
0.00
0.00
103.36
silw6i
�Ipadrick
33
3.18
Norfolk
0
April-Septl 26.10
3.96
103.36
328.67
0.00
0.00
103.W
328.67
killedrick
34
3.98
Autrywille,
0
AphkSeptl 26.10
396
103w36
411.36
0.00
0.00
103.36
411.36
Kilpatrick
35
4.11
Aubryvine
0
April-Septl 2510
3.96
103.36
424.79
0.00
0.00
103.36
424.79
Memit
36
2.99
Au"ille
0
Apill-Septl 26.10
3.96
103.36
309.03
0.00
Gwoo
103.36
309wG3
Merritt
1 37
1.78
1 Autrwille,
1 0
April-Selptli, 26.10
3.96
103.216
18197
0.00
0.00
103.36
183.97
Merritt
M
3.16
AVUY.Ile
1 0
Apni-Septl 5 26.10
3.96
103.36
326.60
0.00
0.00
10136
326.60
Merritt
39
2.91
AubWlle
0
Apfil-Septl 5 26.10
3.96
101W
300.�
0.00
0.00
103.W
21(10m77
Menift
40
211
wagrann
0
April-Septl
26.10
3.96
10135
218.08
0.00
0.00
103w36
218.08
Merrin
41
3wos
Autryville
C
March-S
5w5O
49.00
269.50
1.98
L
Sefol-April
1.00
5000
50.00
152.50
319w5O
974.48
Mfermt
42
iM98
Au ille
C
March-S
5.50
49.00
269.50
-73 3.61
L
So Pill
1.00
5000
W.Go
99.00
319.50
632.51
123.80 I55&L05
3(c) of 11

Reception Area Specifications Y"r2 ofa 2y�rcmp mWflon
. . . . . . . . . . . .
3(d) of 11

This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nuthents. This plan only addresses nitrogen.
In interplanted fields ( i.e. small grain, etc, interseeded in bermucla), forage must be removed
through grazing, hay, andfor silage. Where grazing. plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care
should be exercised not to let small grain reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will definitely interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The ideal time to intarplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting, Bermuclagrass should be grazed or cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code
Crop
Description -Harvested As
A
Barley
Grain Crop
8
Grazed Hybrid Bermudagrass
Pasture/Grazed
C
Hybrid Bermudagrass Hay
Hay
BIC
Comb. Hybrid Bermudagrass
Graze/Hay Combination
D
Corn - Grain
Grain Crop
E
Corn - Silage
Silage
F
Cotton
Cotton Lint
G
Grazed Fescue
Pasture/Grazed
H
Fescue Hay
Hay
I
Oats
Grain Crop
J
Rye
Grain Crop
K
Grazed Overseed
Pasture/Grazed (Seeded in Bermuclagrass)
L
Overseed Hay
Hay (Seeded in Bermudagrass)
M
Grain Sorghum
Grain Crop
N
Wheat
Grain Crop
0
Soybean
Grain Crop
p
Pine Trees
Pine Trees
S
Small Grain
Grain Crop/ Hay (After Grain Crop)
CC'
Cover Crop
Not Harvested; Burned/Disked In
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed may, and most likely will be, more than the acres shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
4 of 11

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications
PAN/yrianimal Farm Total/yr
Farrow to Wean
0.8
Farrow to Feeder
0.96
Farrow to Finish
3.9
Wean to Feeder
0.07
18419 Wean to Finish
0.27 4973.13
Feeder to Finish
0.34
Gifts
0.39
Boars
0.55
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 4973.13 pounds of plant available nitrogen per year and will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
If you remove the sludge every 5 years, you will have approximately 24865.65 pounds of plant
available nitrogen to utilize Assuming you apply this PAN to hybrid barmucla grass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 82 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 198.9252 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
APPLICATION OF WASTE BY IRRIGATION:
The irrigation application rate should not exceed the intake rate of the soil at the time Of irrigation
such that runoff or poncling occurs. This rate is limited by initial soil moisture content, soil
structure, soil texture, water droplet size, and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
*This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied, In many situations, the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for >180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste
5 of 11

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Soil Application Rate Application Amount
Kilpatrick
1
Blanton
C
0.35
Kilpatrick
2
Blanton
C
0.35
Kilpatrick
3
Blanton
C
0.35
Kilpatrick
6
Wagram
C
0.6
Kilpatrick
7
Wagram
C
0.6
Kilpatrick
8
Norfolk
D
0.5
Kilpatrick
9
Norfolk
D
0.5
Kilpatrick
10
Norfolk
D
0.5
Kilpatrick
I I
Wagram
D
0.6
Kilpatrick
12
Wagram
D
0.6
Kilpatrick
13
Wagram
D
0.6
Kilpatrick
14
Wagram
D
0.6
Kilpatrick
15
Wagram
D
0.6
Kilpatrick
16
Wagram
D
0.6
Kilpatrick
17
Wagram
D
0.6
Kilpatrick
is
Wagram
D
0.6
Kilpatrick
19
Wagram
D
0.6
Kilpatrick
20
Wagram
D
0.6
Kilpatrick
21
Wagram
D
0.6
Kilpatrick
22
Wagram
D
0.6
Kilpatrick
23
Wagram
D
0.6
Kilpatrick
24
Wagram
D
0.6
Kilpatrick
25
Norfolk
D
0.5
Kilpatrick
26
Norfolk
D
0,5
Kilpatrick
27
Norfolk
D
0.5
Kilpatrick
28
Norfolk
D
0.5
Kilpatrick
29
Wagram
D
0.6
Kilpatrick
30
Norfolk
D
0.5
Kilpatrick
31
Norfolk
D
0.5
Kilpatrick
32
Wagram
D
H
Kilpatrick
33
Norfolk
D
0.5
Kilpatrick
34
Autryville
D
0.6
Kilpatrick
35
Autryville
D
0.6
Merritt
36
Autryville
D
0.6
Merritt
37
Autryville
D
0.6
Merritt
38
Autryville
D
0.6
Merritt
39
Autryville
D
0.6
Merritt
40
Wagram
D
0.6
Merritt
41
Autryville
C
0.6
Merritt
42
Autryville
C
0.6
6 of 11

Additional Comments:
This plan revised to show a crop change for pulls 36-37 and sub 36-1.1 fIOM
switch9rass to row crops. Ail other parameters remained the same-
7 of 11

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm:
Owner:
Manager:
OwnerlManager Agreement:
Kilpatrick I Merritt; AWS820006
Murphy -Brown, LLC
Iiwe understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. I/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities. will require a
new nutrient management plan and a new certification to be submitted to DWR before the new
animals are stocked.
I/we understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWR upon request.
Name of Facility Owner:
Signature:
Murphy -Brown, LLC
Name of Manager (if different from owner):
Signature:
Name of Technical Specialist: M. Kevin Weston
Affiliation: ---tmithfield Hog P ision
Address: ?822Hwy24Wes,POL)rawerts56
Warsaw, NU ZU-M
Telephone: [phone]
Signature:
8 of 11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
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 Utilization Plan
when there is a change in the operation, increase in the number of animals, method of
application, recieving 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, N RCS Field Office Technical Guide Standard 393 _ Filter Strips).
5 Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the land application field.
6 When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland. When waste is applied to conservation tilled
crops or grassland, the waste may be broadcast provided the application does not occur
during a season prone to flooding (See "Weather and Climate in North Carolina" for
guidance).
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offste 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
surface is frozen.
9 of 111

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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 than 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 2oo feet of dwellings other than those owned by
the landowner.
14 Waste shall be applied in a manner not to reach other property and public right-of-ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by 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 wasinclown facilities, showers, toilets, sinks, etc., shall not be
discharged into the animal waste management system.
10 of 11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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 beinspected regularly for evidence of erosion, leakage, ordischarge.
18 If animal production at the facility is to be suspended or terminated, the owner is responsible for
obtaining and implementing a "closure plan" which will eliminate the possibility of an illegal
discharge, pollution and erosion.
19 waste handling structures, piping, pumps, reels, etc., should be inspected on a regular basis to
prevent breakdowns, leaks and spills. A regular maintenance checklist should be kept on site.
20 Animal waste can be used in a rotation that includes vegetables and other crops for direct human
consumption. However, if animal waste is used on crops for direct human consumption, it should
only be applied pre -plant with no further applications of animal waste during the crop season.
21 Highly visible markers shall be installed to mark the top and bottom elevations of the temporary
storage (pumping volume) of all waste treatment lagoons. Pumping shall be managed to
maintain the liquid level between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
22 Waste shall be tested within 60 days of utilization and soil shall be tested at least annually at crop
sites where waste products are applied. Nitrogen shall be the rate -determining nutrient, unless
other restrictions require waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the soil shall be monitored
and alternative crop sites shall be used when these metals approach excessive levels. PH shall be
adjusted and maintained for optimum crop production. Soil and waste analysis records shall be
kept for a minimum of five years. Poultry dry waste application records shall be maintained for a
minimum of three years. Waste application records for all other waste shall be maintained for a
minimum of five years.
23 Dead animals will be disposed of in a manner that meets North Carolina regulations.
11 of 11

Kilpatrick —
Fac. No.: 82-5
Scale: 1"=600'
Tat. FM �31 - 7.04 At,
W.U:ad - 6-12 At.
S�30-31 - 0,02 At. A
Pul 0 r&
T
2 2,91
3 3.11
a 314
7 4.32
a
10 0.94
it 1.511
Merritt Farms
Total Ad 2-3 , 8.08 At.
Wetted CO2 At.
�2-3 IM A.
Told Ad 6-7 - G." A�
Walked 5,Ga A.
�1,6-7 0.78
Totat Ad 22-29 25.01 At.
Waited - 24.44
SUI,22-29 - 3.63 At.
-I-rlk�
Told Ad 19-21 - 10.� Ac.
Wetted - 8.0 A�
- 1.95 At.
Total Ad 31-M - 9.00 AC.
%tied ;34!�13 At.
Sub32- 0.87 At.
OP07"I.P00,
.fte
Total N I . 4.13 At
wailed w 3.20 Ae.
�l . 2.55 M.
Tatat M �O -
Wetted - 11,111 A.-
5,b33-40 - 1.32 At
Total Fla W-37 u 5,84 A -
Wetted u 4.77 M.
�36-37 . I .07 A�
�gr
n
Tota� M 40-41 = 7.41 .69
Watt" - &03 A.
Ub4O-41 = ZW A.,
Merritt
W4 ./IW
Lagoon
Told Ad 11-14 - MS2 AC.
Waited , 15.54 At.
�3-14 - 5.07 At.
Total Ad 15-18 m 23.52 At.
Wit ad , 20.0 A,
=111 - 144 A.
Total Ad 54-Ml - 6.93 A-
Wett.d - 6.00 A..
S.1,3�35 - 0.84 Aa.

4P7
ov
C7
em,
tb

PAN/Yleld Comparison
6/9/2015
Farnn: Kilpatrick /Menitt
Permit No.: 82-5
Total Row Crop Acres: 119.18
com
Wheat
Soybeans
soils
Acres
%
Yield-bu
N-factor
lbsN/ac
Yield-bu
N-factor
lbsN/ac
Yield-bu
N-facbDr
lbsN/ac
Norfolk
29.64
24.9
139
0.95
131.1
60
2.09
125.4
35
3.91
13&85
wagmm
74.54
62.5
88
1.02
89.76
39
2.32
90.48
23
3.98
9I.S4
Autryville
is
12.6
102
1.02
104.04
45
2.32
104A
25
3.98
99.5
0.0
0
0
0
0.0
0
0
0
0.0
0
0
0
0.0
0
0
a
0.0
0
0
0
0.0
0
0
0
0.0
0
0
0
119-18
100.0
Sorghum
Yield-bu N-factor IbSN/aC
55
1.78
97�9
34
1.94
65-96
40
1.94
77.6
0
0
AVG:
1OLZO
1.00
IOL84
".99
2.26
100.92
26.24 3.96
103.81 39.98 L90 7S.37
AVG IbS N/Ac/Yr.
153-2-8
com
Wheat
Soybeans
Yield-bu
N-factDr
IbSN/ac
Yield-bu
N-faCtOr
lbsN/ac
Yield-bu N-factor
lbsN/ac
3 of 5 Year AVG:
11LI
1.00
XIL39
SIA
2.26
126.31
26.1 3.96
103.42
AVG lbs N/Ac/Yr 26S.56

Pun
1
2
3
4
7
10
11
12
13
14
15
I$
17
is
19
20
21
22
23
24
26
26
27
28
29
30
31
32
33
34
35
36
37
30
39
40
41
42
SublYli
Sub2-3
SuW14
Subla-18
Subig-21
8022-29
$030.31
Sub32-33
Sub34-35
Sub38-40
Total
2010
2011
748,128
562,955
346,546
102,450
676.009
248,665
220,473
177.230
328,365
633,117
57,644
31,800
-
25,820
204
142,830
-
164,620
127,660
366.120
34,380
186,310
120,762
376,890
194,380
556,025
496.931
1,040,901
347,251
1,007,010
45,900
238,656
503,1106
230,080
394,795
72.420
432,BD4
580,076
472,157
71,260
M.288
104,120
1137,389
91.300
1160,265
205,506
182.705
262,660
123,026
2457,817
28.00)
192.610
73.440
118,420
216.594
77,280
23,000
23,626
25.080
28,120
206,101
409,405
220,725
753.320
01.051
KILPATRICKJMERITT
ON -FARM RECORDS
2012
747,120 Month Yf
324.624 WOW
543,300 November
142,705
769,000
73,600
220.752
SM24111
405,520
90.720
132,840
46,284
510.245
1,125,792
1.087,162
sw,tos
375,217
278.938
409,796
569,160
693,102
360.498
162,286
339,702
337,055
110,076
101,532
444,138
402.371
50.529
94,102
75.994
16,422
2010 0.42 1,6 2.21
2010 0.57 1.9 5.f
2011
1.2
3A
1.2
2011
1.2
24
3,G
2012
1.1
3,8
I,t
2011
0.08
21
2.1!
2011
0.21
1.5
2A
2011
0.27
1,3
1.7
2011
0.47
1.9
21
2011
0.5
3.7
11.0
2012
1.3
2.59
4.5
2012
1.8
3.7
2.6
2012
1.2
2.1
7.7
2011?
OS
1.7
2.7
2012
ON
1A
2
2012
0.6
1.29
1.23
2012
0,70
0.77
4.37
2012
0,96
1.83
9.08
Form t
MorAh
Year
r30_9
M03130
Odober
2010
1.6
2.3
November
2010
1.9
January
2011
3A
March
2011
2.6
April
2012
1.0
JUN
2011
2.9
2.8
August
2011
1.6
2.4
Sept
2011
1.3
1.7
0010ber
2011
1.9
2.3
November
2011
January
2012
1.3
2.59
Match
2012
1.8
2.6
May
2012
2.1
June
2012
1.7
2.7
'd
2012
1.4
2
kPit
2012
1.29
bar
2012
2012
1.63
1.56
1.99
2,27
Farm Average
7,317,914 9.471,298 12,660,180 Average 9,703,131
Standard 06VIstion for waste onallplo .48'2.3 1.10
Range of values Included In average 1.26-3.40
Total Lb. PAWYear - 18,047
2.30
1.94

NUTRIENT UTILIZATION PLAN AMENDMENT
Grower(s):
Farm Name:
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Finish
Storage Period:
Application Method:
Murphy -Brown, LLC
Kilpatrick & Merritt; Fac. No.: 82-5
184
>180 days
Irrigation
This amendment allows the producer to apply to the following field and crops as Shown on the
attached table.
Ice ve
Owner/Manager
X�_' Y, I, /"� N
Technical Specillifist
a
Date
Date

NUTRIENT UTILIZATION PLAN AMENDMENT
Grower(s):
Farm Name:
Murphy -Brown ILLC
Kilpatrick & Merritt Fac # 82-5
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Finish 111419
Feeder to Finish
Storage Period:
Application Method:
>1 80 days
Irrigation
This amendment allows the producer to substitute grain sorghum for
soybeans in any of the fields listed in Nutrient Utilization Plan. The
following table lists the PAN rates and application windows for each
of the fields.
44,,�
Owner/Manager
Technical Speci)klist
1� -
Date
C) \

lReception Area Specifications Optional Grain Sorghum Substitute for sarybottri,
Tract
Kilowltrick
Field
i
1 8
1 9
1 10
1 11
1 12
Irrigated
Acreage
I
1 2.61
1 �4tl
1 1.02
1 1.83
1 2.34
3.LA
soil
Type
I
1 Norfolk
I Noric4h;
1 Norfolk
1 Wagram
1 wagging
I Wagram
1 WaDram
1 waciram
1 Waamm
lSt Crop
Gode
I
IGre
lGram Somhuml
lGrain Sorghuml
lGrafin Sorghuml
fUraln songnuml
JGnun wrimumil
lGraln SDr9humj
la un"!
IGWnehLu.
IUramSoranumIMU:a!j5-=Augjj
IG, 'u
ra"'
G in �!-2
jUntin Sorghuml
Grain SO hum
Grat It SorghUMI
a ij; For,
Tim to
Appiv
Marl5-Auc
Marl5-Au
MerlS-A
MwI5-Aug
ip
Mrl�Awg
MwIS-Aua
MWI
9-,IIZI
rl5_
I ri�Augl
15-Aua
MWIS-Auc
Marl5-Auq
M r,1 u
L_�A
Mar
istCrop
Yield
1
55.0
34.0
34.0
34.0
1
34.0
34.0
�40
�.0
1 55.0
1
lstCrop
lbs N/Unit
25
as
2.5
1.0
2-5
2.5
2.5
2-5
Z5
LbsWAc
Residual
Lbs N
.5
W.5
85
137.5
TOUd Res
Utilized
fin is
287.375
321.75
`tb5l�
11 89
405..
N 2nd C71:0
code
1
11''! 1::)
Apply
1:1 1::rl::!
Yield
h :1 r:�i
lbs N/Unit
E-011MAC
sesidual
Lbs N
/Ac
0
0
0
0
0
0
0
Total I .
utilized
0
u
u
0
0
0
0
0
0
0
0
ri I OMI
I-ms IWA,
55
85
1 85
137.5
1 137.5
137.5
Total lits N
Utilbme,
358 a7rs
Ul
140-25
155.55
198.9
311.1
221.85
164.05
302.5
253
301.125
13
4
.61
115
1.93
1 3.81
17
1 �agram
1 Wagram
Nggf.Lk
18
6.79
19
2.09
20
2.34
5 _
,it
21
3.39
0 olk
22
1.41
Wagnam,
Wagram
23
3.81
24
4.98
Norfolk
Gnu
25
4.98
.0gQlK
Uram tiorghum
MW15-AUgi
55,
26
3.76
NW0JK
Ura...
27
1 o
.1--
28
�rlolkGr It
al
-5
29
F19
N=
[Grain So
.5
2.9
ra ns;ortj
�.5
31
as
F;n hu In
"'art *-A
55.0
as
0
-0
0
-r37 5
405.625
32
33
34
4.3
1.77
4.07
Zd2
WgVolk
Hill
So Ej -
Gral So hUU
Nal 2
It
hum
G mSorghum
Gra!,! h;UFMI
nur
�jGrajr
12 hum
um
Sorghum
Graln Sorghum
wg-Au
a 1�Aug
15-Au
rl5-A
arIS-Au
Aa,15-A
MarI5-Au
4arl
at
mari5-Aua
M
iR
Marts-
marl5.Au
Marl&
Marl 5A
34-0
1 55.0
50.0
40.0
50-0
50.0
40.0
40.0
34.0
34.o
55.0
34.o
40.0
34.0
2.5
2.5
2.5
25
2-5
2.5
2.5
-
2.5
2.5
2.5
2-5
2.5
125
1
100
13
1
283
1
-
0
-
0
0
L- u 1
0 1
0
0
0
0
0
0
0
0
0
0
0
--73
0
0 -
0
0
0 1
0 1
0
0
0
0
0
0
0
0
0
0
r,
7-5
85
137mS
125
100
12
100
too
85
85
85
137.5
85
137.5
85
lw
409.75
367.2
243.n5
508.75
282
-2w
490-5
123.25
637-5
-�5
-F49 0-5
1471-25
255.85
65
44.2
w
Kit
subls-18
7.5
Waoram
N0EL0k
subl9-21
2.68 1
Sub22-291
�3
wagram
W.'am
Norfolk lGrain
su�
L" I
I -u7 I
sut,32-331
3.0 1
wagram jGral�,
Autrywille [Grain
-F
WaGram I
Sub34-351
0.65 1
Merrill
sub38-401
0.52 1
Total$.
-123..
I-9W.33
I

Address: PO Box 785
Rose Hill NC 28458
FARM INFORMATION
Nursery:
Wean to Finish:
Finishing:
Farrow to weanling:
Farrow to feeder:
Farrow to finish:
Boars:
Storage Period:
25 Yr. / 24 Hr Storm Event
"Heavy Rain" Factor
Rainfall in Excess of Evaporation
Additional Water Usage:
Additional Drainage Area:
Checked By: DSE
Date:
Farm Populatiom
12/23/08
I of
0
13336 Hd.
0
0
0
0
0
180 Days
7.5 In.
7.0 In.
0
0
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape?
(Y/N) ------------
Y
Does Operator Want Emergency Spillway?
(Y/N) ------------
N
Was This Design Built Prior to 9/96?
(Y/N) ------------
Y
Is Drain Tile Req'd to Lower SHWT?
(Y/N) ------------
N
Seasonal High Water Table Elev: --------------- ­­
0.00
Freeboard: -------------------
1.0
Ft.
Emergency Spillway Flow Depth:
Side Slopes: ----------­------
3
:1 (H:V)
0.0
0.0
Top of Dike Elevation: ----------------
Depth
91.40
Ft.
Finished Bottom Elevation: ----------------
10.40 Ft.
81.00
Ft.
Start Pump Elevation: ----------------
19.8 In.
89.75
Ft.
Stop Pump Elevation: ----------------
19.8 In.
89.75
Ft.
Additional Permanent storage provided in 2nd stage
LAGOON VOLUME REQUIRED VOL. DESIGN VOLUMES % REQ'Q.
Storm Stor = 115689 (Cu.Ft.)
Temporary = 0 (Cu.Ft.)
Permanent = 1533640 (CuXt.)
otal -Volume -- 1,649,329 (Cu.Ft.)
115,881 (CuXt.) 100.17%
0 (Cu.Ft.)
1,466,552
1/2 Treatment Volume = 766,820 (CuXt.)
1/2 Treatment Volume Elevation 85.37 Ft.
Min. Required Liner Thickness
Lagoon Surface Area: (inside TOD)
88.07%
1.5 Ft-
185,103 S.F.
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw, NC 28398 [phone]

Address: PO Box 785
Rose Hill NC 28458
Checked By: DSE
Date: 12/23/08
Sheet 2 of 12
ACTUAL DESIGN
VOLUME CALCULATIONS
BASE VOLUME:
Cu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.
Area (SF)
Incr. Vol. (Cu. FT
Cumul. Vol. (Cu. FT)
81.00
133,209
0
82.00
137,851
135,530
135,530
83.00
142,567
140,209
275,739
84.00
147,357
144,962
420,701
85.00
152,221
149,789
570,490
86.00
157,159
154,690
725,180
87.00
162,171
159,665
884,845
88.00
167,257
164,714
1,049,559
89,00
172,417
169,837
1,219,396
90.00
177,651
175,034
1,394,430
91.00
182,959
180,305
1,574,735
91.40
185,103
73,612
1,648,347
These volumes were calculated using the vertical average end area method
TOTAL REQD VOL 1,649,329
CF
CUMULATIVE
VOL.
ZONE VOL.
88.92%
END PUMP 89.75
FT
1,350,672 CF
TR MT
'MT
1,3510,672
88.07%
START PUMP 89.75
FT
1,350,672 CF
Mp
T MP
0
MAX STORAGE 90.40
FT
1,466,552 CF
S ORM
11 5,881
100.17%1
Murphy -Brown, LLC Enginoering P.O. Box 856, Warsaw, NC 28398 [phone]

rower:
Address: PO Box 785
Rose Hill NC 28458
FARM INFORMATION
Nursery:
Wean to Finish:
Finishing:
Farrow to weanling:
Farrow to feeder:
Farrow to finish:
Boars:
Storage Period:
25 Yr. / 24 Hr Storm Event
"Heavy Rain" Factor
Rainfall in Excess of Evaporation
Additional Water Usage:
Additional Drainage Area:
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape?
Does Operator Want Emergency Spillway?
Was This Design Built Prior to 9/96?
Is Drain Tile Req'd to Lower SHWT?
Seasonal High Water Table Elev: -------
Freeboard: -------
Emergency Spillway Flow Depthi
Side Slopes: -------
Top of Dike Elevation:
Finished Bottom Elevation:
Start Pump Elevation:
Stop Pump Elevation:
LAGOON VOLUME REQUIRED VOL.
Checked By: DSE
Date: 12/23/08
Sheet 3 of 12
Farm Population:
(YIN) ------------ Y
(Y/N) ------------ N
(Y/N) ------------ Y
(Y/N) ------------ N
Depth
10.20 Ft.
29.64 In.
107.16 In.
DESIGN VOLUMES
Storm Stor=
2111266 (Cu.Ft.)
2112,271
(Cu.Ft.)
Temporary =
817756 (Cu.Ft.)
818,174
(Cu.Ft.)
Permanent =
0 (Cu.Ft.)
139,943
(Cu.Ft.)
Total Volume =
1,029,023 (Cu.Ft.)
1,170,388
(Cu,Ft.)
1 90 Temporary Storage Volume Elevation = 96.81
Min. Required Liner Thickness
Lagoon Surface Area: (Inside TOD)
0
13336 Hd.
0
0
0
0
0
180 Days
7.5 In.
0
7 In.
0
185,103 S.F,
0.00
1.0 FL
0.3 Ft.
3 :1 (H:V)
0.0
0.0
103.10 Ft,
92.90 Ft.
100.63 Ft.
94.17 Ft.
% REQ'De
100,48%
100.05%
113.74%
75.52 In.
1.5 Ft.
152,923 S.F.
Murphy -Brown, LLC Engineoring P.O. Box 856,Warsaw, NC 28398 [phone]

(3 rowe r: Kilpatrick Farm First
Address: PO Box 785
Rose Hill NC 28458
Checked By: DSE
Date: 12/23/08
Sheet 4 of 12
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME:
r�Cu.
Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.)
Area (SF)
Incr. Vol. (Cu. FT)
Cumul. Vol. (Cu. FT)
92.90
107,341
0
93.00
107,749
10,754
10,754
94.00
111,876
109,813
120,567
95.00
116,079
113,978
234,544
96.00
120,357
118,218
352,762
97.00
124,712
122,535
475,297
98.00
129,143
126,928
602,224
99.00
133,650
131,397
733,621
100.00
138,233
135,942
869,562
101.00
142,892
140,563
1,010,125
102.00
147,627
145,260
1,155,385
103.00
152,438
150,033
1,305,417
103.10
152,923
15,268
1,320,685
These volumes were calculated using the vertical average end area method.
F
TOTAL REQD VOL 1,757,306 CF C-UMULATIVE VOL. ZONE VOL. 113.74%
ENDPUMP====
94.17
FT
139,943
CF
TRMT
139,943
START PUMP = =:
1
100.63
FT
958,117
CF
TEMP
818,174 100.05%
MAX STORAGE =
102.10
FT
1,170,388
CF
STORM
212,271 100.48%1
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw, NG 28398 [phone]

Grower: Kilpatrick Farm First Stage Designed By: KBW
Address: PO Box 785 Checked By: DSE
Rose Hill NC 28458 Date: 12/23/08
County: Sampson Sheet 6 of 12
MINIMUM REQUIRED VOLUME CALCULATIONS Ist STAGE
Permanent Storacle:
Required Treatment Volume:
LAnimal Type CTp—acity lt./lb) Tot7
al,
Nursery
0
30
1.00
—0
Wean to Finish
13,336
115
1.00
1,533,640
Finishing
0
135
1.00
0
Farrow to weWnling
—0
433
1.00
0
Farrow to fee�"er
0
522
1.00
0
Farrow to finish
0
1,417
1.00
0
1 Boars
0
406
1.00
0
Total Required Treatment Volume (cu. ft.)= 1,533,640
Sludge Storage Volume:
jAnlmal Type Capacity ALW (cu.
'Nursery
0
30
0.00
a
Wean to Finish
13,336
115
0.00
0
Finishing
0
135
0.00
0
Farrow to weanling
0
433
0.00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
0
1,417
000
0
113oars
0
400
000
0
Total Required Sludge Storage Volume (cu. ft.)=
Storm Storage:
Vol.=(Lagoon Surf. Area + Addfl Drainage Area) * 25Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (185103sq,ft + Osq.ft.) * 7.5 in. 112 1 n./ft.
Total Required Volume for 25Yr.124Hr. Storm Event (GU.ft)= 115,689
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'l Drainage Area) * "Heavy Rain" Factor (in) / 12in./fl.
Vol.= (185103sq.ft + Osq.ft.) * 0.0 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) =
(for Extended Periods of Chronic Rainfall)
Total Required Storm Storage
(25Yr. / 241-1r. Storm +'Heavy Rain')= 115,689 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) 1,533,640 (CU.FT)
TOTAL REQUIRED 1st STAGE VOLUME = 1649329 (CU.FT.)

Address: PO Box 785
Rose Hill NG 28458
Temporary Storage Volume:
Manure Production:
Checked By: DSE
Date: 12/23/08
Sheet 6 of 12
lAnimal Typi�-- C'apacity Ste. Period Total
Nursery
0
180
0.30
0
Wean to Finish
13,336
180
1.17
2,801,449
Finishing
0
180
1.37
0
Farrow to weanling
0
180
4.39
0
Farrow to feeder
0
180
5.30
0
Farrow to finish
0
180
14.38
0
jBoars,
0
180
4.06
0
Total Manure Production (gals.)= 2,801,449
Total Manure Production (cu.ft.)= 374,525
Excess Fresh Water:
lAnimal Type-- Capacity * Ste. Period T
Nursery
0
180
0.00
0
Nursery
13,336
160--
0.77
1,840.448
Finishing
0
180
0.00
0
Farrow to weanling
0
180
0.00
0
Farrow to feeder
0
180
0.00
0
Farrow to fiWt—sh
0
� 8-0
0.00
0
lBoars
0
180
0.00
01
Total Fresh Water Excess (gals.)= 1,840,448
Total Fresh Water Excess (Gu.ft.)= 246,049

Grower: Kilpatrick Farm First Stage Designed By: KBW
Address: PO Box 785 Checked By: DSE
Rose Hill NC 28458 Date: 12/23108
County: Sampson Sheet 7 of 12
Temporary Storage Volume: (Cont.
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area 1 st + Lagoon Area 2nd + Additional Drainage Area) * Rainfall / 12in./ft
Vol.= (185103 sq.ft. + 152923 sq.ft. + 0 sq.11.) * 7.0 in, /12 in./ft.
Total Required Volume for Rainfall In Excess of Evap. (cu.ft.)= 197,182
Storm Storage:
Vol,=(Lagoon Surface Area Ist + Lagoon Area 2nd + Additional Drainage Area ' 25Yr./24Hr Storm(in.)/12in)
Vol.= (185103 sq.ft + 152923 sq,ft. + 0 sq.ft.) * 0.0 in.
Total Required Volume for 26Yr./24Hr. Storm Event (cu.ft)= 21l,266
"Heavy Rain" Storage: I
Vol.=(Lagoon Surface Area Ist + Lagoon Area 2nd + Additional Drainage Area) * Heavy Rain Factor(in) / 12in
Vol.= (185103 sq.ft + 152923 sq.ft. + 0 sq.ft.) * 0.0 in. /12 in./ft,
Total Required Volume for "Heavy Rain" (cu.ft.) 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
Total Required Storm Storage
(25Yr. I 241-1r. Storm + 'Heavy Rain')= 211,266 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Stora( 817,756 (CU,FT)
Total Required Permanent Storage
(Treatment + Sludge) 0 (CU.FT)
TOTAL REQUIRED 2nd STAGE VOLUME = 1029023 (CU.FT.)

Grower: Kilpatrick Farm First Stage Designed By: KBW
Address: PO Box 785 Checked By: DSE
Rose Hill NC 28458 Date: 12/23/
County: Sampson Sheet 8 of 12 018
LAGOON DESIGN SUMMARY Ist STAGE
Top of Dike Elevation -------------------
91.40
FT.
Emergency Spillway Crest Elevation — ................
Not Al Applicable
Top of 25Yr. / 24Hr. Storm Storage -------------------
90.40
FT�
Top of "Heavy Rain" Storage -------------------
Not
Applicable
Start Pump Elevation -------------------
89.75
FT.
End Pump Elevation -------------------
89.75
FT.
Top of Sludge Storage -------------------
Not
Applicable
Seasonal High Watertable Elev. -------------------
0.00
Finished Bottom Elevation -------------------
81.00
FT.
Inside Top Length --------- ---------
Not
Applicable
Inside Top Width -------------- ----
Not
Applicable
Side Slopes -------------------
3.01
H:V
Lagoon Surface Area -------------------
185,103
SIF
Min. Liner Thickness (if required) -------------------
1.5
FT.
Freeboard Depth -------------------
1.00
FT.
Temporary Storage Period — ------ ------ ---
180 Days
Zone Depths:
TOTAL DESIGN VOLUME = 1466552 (CU.FT.)
Treatment I Sludge Storage Zone Depth ----------- 8.8 FT.
Temporary Storage Zone Depth ----------- 0.0 FT.
Freeboard I Storm Storage Zone Depth ----------- 1.7 FT.
Total Lagoon Depth ----------- 10.4 FT.

Grower: Kilpatrick Farm First Stage
Address: PO Box 785
Rose Hill NC 28458
Checked By: DSE
Date: 12/23/08
Sheet 9 of 12
LAGOON DESIGN SUMMARY 2nd STAGE
Top of Dike Elevation -------------------
103.10
FT.
Emergency Spillway Crest Elevation -------------------
Not
Applicable
Top of 25Yr. / 24Hr. Storm Storage -------------------
102.10
FT.
Top of "Heavy Rain" Storage -------------------
Not
Applicable
Start Pump Elevation -------------------
100.63
FT.
End Pump Elevation -------------------
94.17
FT.
Top of Sludge Storage -------------------
Not
Applicable
Seasonal High Watertable Elev. -------------------
0.00
Finished Bottom Elevation -------------------
92.90
FT.
Inside Top Length --------- ---------
Not
Applicable
Inside Top Width -------------------
Not
Applicable
Side Slopes -------------------
3.0:1
H:V
Lagoon Surface Area -------------------
152,923
SF
Min. Liner Thickness (if required) -------------------
1.5
FT.
Freeboard Depth -------------------
1.00
FT.
Temporary Storage Period -------------------
180
Days
Zone Depths:
TOTAL DESIGN VOLUME = 1170388 (CU.FT.)
Treatment / Sludge Storage Zone Depth ----------- 1-3 FT.
Temporary Storage Zone Depth ----------- 6�5 FT.
Freeboard / Storm Storage Zone Depth ----------- 2.5 FT,
Total Lagoon Depth ----------- 10.2 FT.

Address: PO Box 785 Checke(DSE
Rose Hill NC 28458 Date: 12/23/08
County: Sampson Sheet 10 of 12
STRT PIMP EL.= 89.75
END PMP EL. = 89.75
ZONE ELEVATIONS Ist STAGE
TOP OF DIKE ELEV = 91.40
TOP OF STORM ELEV = 90.40
TOP OF TEMP STORAGE ELEV = 89.75
TOP OF TREAT ELEV = 89.75 SHWT 0.00
0
FINISHED BOTTOM ELEV = 81.00
P. 0. Box 856, Warsaw NC 28398

Grower: Kilpatrick Farm First Stage Design e KBW—]
Address: PO Box 785 Checkec DSE
Rose Hill NC 28458 Date: I 2J23/08
County: Sampson Sheet 11 of 12
ZONE ELEVATIONS 2nd STAGE
TOP OF DIKE ELEV = 103.10
TOP OF STORM ELEV = 102.10
STRT PMP EL.= 100.63 TOP OF TEMP STORAGE ELEV = 100.63
END PMP EL- = 94.17 TOP OF TREAT ELEV = 94-17 SHVVT 0.00
FINISHED BOTTOM ELEV = 92.90
Murphy -Brown,
Box 856, Warsaw NC 28398 (910)

Grower: Kilpatrick Farm First Stage Designed By: KBW
Address: PO Box 785 Checked By: DSE
Rose Hill NC 28458 Date: 1212311111
County: Sampson Sheet 12) of 12
This livestock waste treatment lagoon is designed In accordance with the North Carolina
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
\A
0
NOTE: See attached Waste Utilization Plan
P
SEAL
023994
DESIGNED:
DATE:
COMMENTS: The lagoon has been designed as an irregular shape.
This design is update of start and stop pump elevations and to show the 1/2
treatment volume level for sludge storage. This design does not supercede the
certification of the farm.
Box 856, Warsaw

Address: PO Box 759
Rose Hill, NC 28458
FARM INFORMATION
Nursery: ------------
Wean to Finish: ------------
Finishing: ------------
Farrow to weanling: ------------
Farrow to feeder: ------------
Farrow to finish: ------------
Boars: ------------
Storage Period: ------------
25 Yr. 124 Hr Storm Event ------------
"Heavy Rain" Factor I .
Rainfall in Excess of Evaporation ............
Additional Water Usage: ------------
Additional Drainage Area- ------------
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape?
Does Operator Want Emergency Spillway?
Was This Design Built Prior to Sept. 1996?
Is Drain Tile Req'd to Lower SHWT?
Seasonal High Water Table Elev: -------
Freeboard: -------
Emergency Spillway Flow Depth:
Side Slopes: -------
Inside Top Length:
Inside Top Width:
Top of Dike Elevation: -------
Finished Bottom Elevation: -------
Start Pump Elevation: -------
Stop Pump Elevation: -------
LAGOON VOLUME REQUIRED VOL.
Checked By: DSE
Date: 03/04/10
Sheet 1 of 7
Farm Populationi
(YIN) ------------ N
(YIN) ---------- — N
(YIN) ------------ Y
(YIN) ------------ N
Depth
9.13 Ft.
19.92 In.
34.8 In.
DESIGN VOLUMES
Storm Stor =
81044
(Cu.Ft.)
81,351
(CuXt.)
Temporary =
147809
(Cu.Ft.)
149,072
(Cu.Ft.)
Permanent =
584550
(Cu.Ft.)
591,023
(Cu.Ft.)
Ume = 813,403 (Cu.Ft.)
1/2 Treatment Volume = 292,275 (Cu.Ft.)
112 Treatment Volume Elevation 94.49 Ft.
90 Temporary Storage Volume Elevation NIA Ft.
Min. Required Liner Thickness
Lagoon Surface Area: (inside TOD)
0
0
4330 Hid.
0
0
0
0
91 Days
7.5 In.
7.5 In.
7.0 In.
0
0
0.00
1.0
Ft.
0.3
Ft.
3
:1 (H: V)
388.0
Ft.
334.2
Ft.
100.00
Ft.
90.87
Ft.
98.34
Ft.
97.10
Ft.
% RE!jD.
100.38%
100,85%
101.11%
100.99%
66.12 In.
N/A In.
1.5 Ft.
129,670 S,F.
Murphy -Brown, LLC Engineeting P.O. Box 856, Warsaw, NG 28398 [phone]

Address: PO Box 759
Rose Hill, NC 28458
Countv: Duplin
Checked By: DSE
Date: 03/04/10
Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME:
Cu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.
Area (SF)
Incr. Vol. (Cu. FT)
Cumul. Vol. (Cu. FT)
90.87
93,108
(63,502)
91.00
93,587
12,135
(51,367)
92.00
97,308
95,447
44,081
93.00
101,101
99,205
143,285
94.00
104,966
103,034
246,319
95.00
108,904
106,935
353,254
96.00
112,913
110,908
464,162
97.00
116,994
114,953
579,116
98.00
121,147
119,071
698,186
99.00
125,372
123,260
821,446
100.00
129,670
127,521
948,967
These volumes were calculated using
the vertical average
end area method.
TOTAL REQD VOL
813,403 CF
CUMULATIVE
VOL.
F_
ZONE VOL.
100.990,
1
END PUMP
97.10 FT
591,023 CF
TR'MT
5 023
91:072
101.110,
;a
START PUMP
98.34 FT
740,095 CF
TEMP
1 49
100.850yo
MAX STORAGE
99.00 FT
821,446 CF
STORM
81,351
100.38%
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw, NC 28398 [phone]

Grower: Merritt Farm Designed By: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill, NC 28458 Date: 03/04/10
County: Duplin Sheet 3 of 7 1
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
[Animal Type Capacity ALW (cu.ft./lb) =oa I
Nursery
0
30
1.00
0
Wean to Finish
0
115
1.00
0
Finishing
4,330
139
1.00
584,550
Farrow to weanling
0
433
1.00
0
Farrow to feeder
0
522
1.00
0
Farrow to finish
0
1,417
1.00
0
Boars
0
400
1.00
Total Required Treatment Volume (cu. ft.)=
Sludge Storage Volume:
584,550
lAnimal Type Z�—apacity ALW (cu.ft.ilb) �-ota
Nursery
0
30
0.00
0
Wean to Finish
0
115
0.00
0
Finishing
4,330
135
0.00
0
Farrow to weanling
0
433
0.00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
0
1,417
0.00
0
Boars
0
400
01000
0
Total Required Sludge Storage Volume (cu. ft.)=
Temporary Storage Volume:
Manure Production:
lAnimal Type Capacity Sto. Period d./day) =Total
Nursery
0
91
0.30
0
Wean to Finish
0
91
1.17
0
Finishing
4,330
91
1.37
539,821
Farrow to weanling
0
91
4.39
0
Farrow to feeder
0
91
5.30
0
Farrow to finish
0
91
14.38
0
Boars
0
91
4.06
0
Total Manure Production (gals.)=
Total Manure Production (cu.ft.)=
Excess Fresh Water:
539,821
72,169
AnimalType Capacity Sto. Period d./day) = Total
Nursery
0
91
0.00
0
Wean to Finish
0
91
0.00
0
Finishing
4,330
91
0.00
0
Farrow to weanling
0
91
0.00
0
Farrow to feeder
0
91
0.00
0
Farrow to finish
0
91
0.00
0
Boars
0
91
0.00
0
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=

Grower: Merritt Farm Designed By: KEW
Address: PO Box 759 Checked By: DSE
Rose Hill, NC 28458 Date: 03/04110
Countv: DuDlin Sheet 4 of 7
Temporary Storage Volume: (Cont.)
Rainfall In Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft
Vol.= (129670 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall In Excess of Evap. (cu.ft.)= 75,641
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'l Drainage Area) * 25Yr./24Hr. Storm(in) / 12in.tft.
Vol.= (1129670sq.ft + Osq.fl.) * 7.5 in. /12 in./ft.
Total Required Volume for 25Yr./24Hr. Storm Event (cu.ft)= 81,044
Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'l Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (129670 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) =
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
Total Required Storm Storage
(25Yr. / 24Hr. Storm +'Heavy Rain')=
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage)
Total Required Permanent Storage
(Treatment + Sludge)
TOTAL REQUIRED VOLUME = 813403 (CU.FT.)
81,044 (CU.FT)
147,809 (CU.FT)
584,550 (CU.FT)

Grower: Merritt Farm Designed By: KBW
Address: PC Box 759 Checked By: DSE
Rose Hill, NG 28458 Date: 03/04/10
LAGOON DESIGN SUMMARY
Top of Dike Elevation -------------------
100.00
FT.
Emergency Spillway Crest Elevation -------------------
NotAlApplicable
Top of 25Yr. / 241-1r. Storm Storage -------------------
99.00
FT.
Top of "Heavy Rain" Storage ------------------
Not
Applicable
Start Pump Elevation -------------------
98.34
FT.
End Pump Elevation -------------------
97.10
FT.
Top of Sludge Storage -------------------
Not
Applicable
Seasonal High Watertable Elev. -------------------
0.00
Finished Bottom Elevation -------------------
90.87
FT.
Inside Top Length -------------------
38&00
FT.
Inside Top Width -------------------
334.20
FT.
Side Slopes -------------------
3:1
H:V
Lagoon Surface Area -------------------
129,670
SF
Min. Liner Thickness (if required) -------------------
1.5
FT.
Freeboard Depth --------------- ---
1.00
FT.
Temporary Storage Period -------------------
91
Days
Zone Depths:
TOTAL DESIGN VOLUME = 821446 (CU.FT.)
Treatment / Sludge Storage Zone Depth ----------- 6.2 FT.
Temporary Storage Zone Depth ----------- 1.2 FT.
Freaboard / Storm Storage Zone Depth ----------- 1.7 FT.
Total Lagoon Depth ----------- 9A FT.

Grower:
Address:
PO Box 759
Rose Hill, NC 28458
Dunlin
STRT PMP EL.= 98-34
END PMP EL. = 97.10
Checke(DSE
Date: 03/04/10
Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV = 100.00
TOP OF STORM ELEV = 99.00
TOP OF TEMP STORAGE ELEV = 98.34
TOP OF TREAT ELEV = 97.10 SHWT 0.00
FINISHED BOTTOM ELEV = 90.87
856, Warsaw
5

Address: PO Box 759 Checked By:
Rose Hill, NC 28458 Date�
County: Duplin Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
DSE
03/04/10
't "011111"l,
OVA
NOTE: See attached Waste Utilization Plan
DESIGNED:
7r.. )P.
0�2'3994
.1:
-0 Z
DATE:
Q/NV�� 1Z'
COMMENTS:
This design is update of start and stop pump elevations and to show the 1/2
treatment volume level for sludge storage. This design does not supercede the
certification of the farm.
856, Warsaw NC 28398

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

OPERATION & MAINTENANCE PLAN
Proper lagoon management should be a year-round priority. it is especially important to manage
levels so that you do not have problems during extended rainy and wet periods.
Maximum storage capacity should be available in the lagoon for periods when the receiving crop is
ntertime for bermudagrass) or when there are extended rainy spells such as a
dormant (such as wi at the first sign of plant growth in the
thunderstorm season in the summertime. This means that ;
pring, irrigation according to a farm waste management plan should be done
later winter / early s . ve lagoon liquid. This will make storage space available in
whenever the land in dry enough to recei, te summer / early fall the lagoon should be pumped down
the lagoon for future r wet periods. In the la for winter storage. Every effort should be made to
to the low marker (see Figure 2-1) to allow g as the weather and waste utilization
maintain the lagoon close to the minimum liquid level as ion
plan will allow it. pacity before starting to irrigated does
Waiting until the lagoon has reached its maximum storage ca overflow from the lagoon for
not leave room for storing excess water during extended wet periods. a
any reason except a 25-year, 24-hour storm is a violation of state law nd 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
d. The amount of fertilized applied
year if needed, to maintain a vigorous stan 'fical to obtain a
sho�ld be based on a soils test, but in the event that it is not pra-L.
soils test each year, the lagoon embankment and surrounding areas should be
fertilized with 800 pounds per acre of 10-10-10, or equivalent.
sh and trees on the embankment must be controlled. This may be done by
Bru or a combination of these practices. This
mowing, spraying, grazing, chopping, possibly twice in Years that weather
should be done at least once a year and
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
� lagoon should be made during the initial filling of the lagoon
Maintenance inspections of the entire ents. Items to be checked should include,
and at least monthly and after major rainfall and storm ev
as a minimum, the following:
Waste Inlet pipes, Recycling Pipes, and overflow Pipes -- look for:
1. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4- overall condition of pipes
2

Lagoon surface -- look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment -- look for:
I . settlement, cracking, or "jug" holes
2. side slope stability -- slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack or vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon dam.
A good stand of vegetation will reduce the potential damage caused by wave action. If
wave action causes serious damage to a lagoon sidewall, baffles in the lagoon may be
used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon
has any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is a
threat of a waste discharge. However, a permanent solution should . be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps -- check for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need of repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that
you are not completely "surprised" by equipment failure. You should perform your
pumping system maintenance at a time when your lagoon is at its low level. This will
allow some safety time should major repairs be required. Having a nearly full lagoon is
not the time to think about switching, repairing, or borrowing pumps. Probably, if your
lagoon is full, your neighbor's lagoon is full also. You should consider maintaining an
inventory of spare parts or pumps. signed to carry all surface drainage
Surface water diversion features are de , and parking lot
waters (such as rainfall runoff, roof drainage, gutter outlets
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 overflow problem from a surface water diversion or there may be seepage into
the lagoon from the surrounding land.
Lagoon Operation
Startup:
1. immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before waste
loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the end of the
pipe to discharge near the bottom of the lagoon during initial filling or another
means of slowing the incoming water to avoid erosion of the lining.
4. When possible, begin loading new lagoons in the spring to maximize bacterial
establishment (due to warmer weather).
5. it is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon liquid
volume. This seeding should occur at least two weeks prior to the addition of
wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below 7.0, add
agricultural lime at the rate of I 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 level. (Figure 2-1).
• Start irrigating at the earliest possible date in the spring based on nutrient
requirements and soil moisture so that temporary storage will be maximized for the
summer thunderstorm season. Similarly, irrigate in the late summer / early fall to
provide maximum lagoon storage for the winter.
• The lagoon liquid level should never be closer than 1 foot to the lowest point of the
dam or embankment.
• Don not pump the lagoon liquid level lower than the permanent storage level unless
you are removing sludge.
• Locate float pump intakes approximately 18 inches underneath the liquid surface and
as far away from the drainpipe inlets as possible.
• Prevent additions of bedding materials, long-stemmed forage or vegetation, molded
feed, plastic syringes, or other foreign materials into the lagoon.
• Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
• Maintain strict vegetation, rodent, and varmint control near lagoon edges.
• Do not allow trees or large bushes to grow on lagoon dam or embankment.
• Remove sludge from the lagoon either when the sludge storage capacity is full or
before it fills 50 percent of the permanent storage volume.
• If animal production is to be terminated, the owner is responsible for obtaining and
implementing a closure plan to eliminate the possibility of a pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:
5

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

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.)
0 Lagoon liquid levels — high levels are a safety risk.
0 Failure to inspect and maintain the dam.
I 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.

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) 9 tL) _A4-�3 3 3,ED-0
EMERGENCY MANAGEMENT SERVICES (EMS)
SOIL AND WATER CONSERVATION DISTRICT (SWC;D)
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) q!2_::: Le-3
COOPERATIVE EXTENSION SERVICE (CES) Q 10 - \ L-0
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible location
for all employees at the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation, this may or may not be possible. Suggested
responses to some possible problems are listed below.
A. Lagoon overflow - possible solutions are:
a) Add soil to berm to increase elevation of dam.
b) Pump wastes to fields at an acceptable rate.
G) Stop all flow to the lagoon immediately.
d) Call a pumping contractor.
e) Make sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include:
a) immediately stop waste application.
b) Create a temporary diversion to contain waste.
C) Incorporate waste to reduce runoff.
d) Evaluate and eliminate the reason(s) that cause the runoff.
a) 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:
3) Stop recycle pump.
b) Stop irrigation pump.
C) Make sure siphon occurs.
d) Stop all flow in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks -
possible action:
a) Dig a small sump or ditch from the embankment to catch all seepage, put in a submersible
pump, and pump back to lagoon.
b) If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil. he side walls and the lagoon bottom as soon
C) Have a professional evaluate the condition of I
as possible.

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills. or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone #. After hours,
emergency number: [phone]. Your phone call should include: your name, facility
number. telephone number, the details of the incident from item 2 above, the exact
location of the facility, the location or direction of the movement of the spill. weather and
wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
C. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice / technical assistance phone number.
4. If none of the above works call 911 or the Sheriffs Department and explain your problem to
them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize offsite damage.
a. Contractors Name: Murphy Brown. LLC
b. Contractors Address: P.O. Box 856, Warsaw, NC 28398
c . Contractors Phone: [phone]
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: Kraig Westerbeek
b. Phone: (910) 293 - 5330
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.

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
V) Flush system is designed and operated
sufficiently to remove accumulated
solids from gutters as designed.
Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids (V) Maintain lagoons, setting 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.
vegetation
Vegetative Growth
Maintain vegetative control along banks of
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along waters edge on impoundment's perimeter.
Practices
Feeders Feed Spillage
Design, operate and maintain feed systems (e.g..
bunkers and troughs) to minimize the accumulation
of decaying wastage.
Clean up Spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulation of feed
Reduce moisture accumulation within and around
residues
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Accumulation of animal
Eliminate low area that trap moisture along Tences
Areas wastes and feed wastage
and other locations where waste accumulates and
disturbance by animals is minimal.
Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e. inspect for and remove or break up accumulated
solids as needed).
MIC — November 111, 1996
10

Dry Manure Handling Accumulations of anima Remove spillage on a routine basis (e.g. 7-10 day
Systems wastes interval during summer; 15-30 days interval dunng
winter) where manure is loaded for land application
or disposal.
Provide for adequate drainage around manure stockpiles
Inspect for and remove or break up accumulated wastes
in filter strips around stockpiles and manure handling
areas as needed -
The issues checked ( ) pertain to this operation. The landowner / integrator agrees to u6t�
sound judgment in applying insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been
reviewed with me.
Aijk
(Landowne�r Signaturb�'--'
For more information contact the Cooperative Extension Service, Department of Entomology, Box
7613, North Carolina State University, Raleigh, NC 27695-7613-
AMIC — November 11, 1996
11

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BMP's to Minimae Odor Site Specific Practices
practices;
(V)Good judgment and common sense
Animal body Dirty manure )Dry floors
surfaces covered animals
Floor surfaces Wet manure -covered (V)SIofted floors;
floors (V)Waterers located over slotted floors;
(,/)Feeders at high end of solid floors;
(,/)Scrape manure buildup from floors;
( )Underfloorvenfilation for drying
-F4a,u,, collection —Urine (,�)Frequent manure removal by flush, Pit
pits recharge or scrape
Partial microbial )Undernoor ventilation
decomposition
gases
exhaustfars Dust
air movement
surfaces Dust (,')Washdown between groups or ammats
( )Feed additives;
( )Feeder covers;
( )Feed delivery downspout extenders to
feeder covers
Flush Tanks
Agitation of recycled
( )Flush tank covers
lagoon liquid while tanks
( )Extend fill lines to near bottom of tanks
are filling
with anti -siphon vents
Flush alleys
Agitation during waste
( )Underfloor flush with underfloor
water conveyance ventilation
Pit recharge
Agitation of recycled
)Extend recharge lines to near bottom of
points
lagoon liquid while pits
pits with anti -siphon vents
are filling
Lift stations Agitation during sump )Sump tank covers
tank filling and drawdown
Outside drain Agitation during waste )Box Covers
collection or water conveyance
junction boxes
End of drain
Agitation during waste
)Extend discharge point of pipes
pipes at lagoon
water
underneath lagoon liquid level
Lagoon surfaces
Volatile gas emissions
(V)Proper lagoon liquid capacity
Biological mixing
(V)Correct lagoon startup procedures
Agitation
( )Minimum surface area -to -volume ratio
(,')Minimum agitation when pumping
)Mechanical aeration
)Proven biological additives
Irrigation sprinkler
High pressure agitation
(,/)Irrigate on dry days with little or no wind
nozzles
Wind draft
(,/)Minimum recommended operation pressure
(,/)Pump intake near lagoon liquid surface
( )Purnp from second -stage lagoon
AMOC —
12

Storage tank or Partial microbial ( )Bottom or midlevel loading
basin surface decomposition Mixing while ( )Tankcovers
filling Agitation when emptying( )Basin surface mats of solid$
( )Proven biological additives or oxidants
Settling basin Partial microbial decom- Extend drainpipe outlets underneath liquid
surface position Mixing while filling level
Agitation when emptying )Remove settled solids regularly
Manure, slurry or Agitation when spreading T—)Soilinjecton of slurrylsludges
sludge spreader Volatile gas emissions ( )Wash residual manure from spreader after use
outlets ( )Proven biological additives or oxidants
Dead animal Carcass decomposition � )Complete covering of carcasses in burial pits
disposal pits ( )Proper location / construction of disposal Pits
Incinerators incomplete combustion ( )Secondary stack burners
Standing water improper drainage (v)i-arm access roau mainw, ......
around facilities Microbial decomposition of away from facilities
organic matter
Manure tracked Poorly maintained access rm access road maintenance
onto public roads roads
from farm access
Additional Information: Available From:
nt 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 Tfeatment:EBAE1 28-88NCSU-BAE
Swine Production Facility Manure Management'Undernoor Fluse-Lagoon Treatment 129-88NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE1 03-83NCSU-BAE
Calibration of Manure and Wastewater Application Equipment EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33 NCSU-Swine Extension
Environmental Assurance Program: NPPC Manual NC Pork Producers
Assoc
Options for Managing Odor; a report from the Swine OdorTask Force NCSU Agri Communication
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO101, Florida Cooperative Extension
1995 Conference Proceedings
The issues checked ( ) pertain to this operation. The landowner / integrator agrees to
use sound judgment in applying odor control measures as practical.
I certify the aforementioned odor control Best Management Practices have been reviewed
with me.
(Landowner Signature)
13

insect Control Checklist for Animal Operations
�O-Urce Cause BMPs to Control Insects Site Specific Practices
Flush gutters Accumulation of solids Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed
Remove bridging of accumulated solids at
diqcharge
Lagoons and pits . Crusted solids Maintain lagoons, settling basins and pits where
FX-1 pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6 to
8 inches over more than 30 percent of surface
Excessive vegetative * Decaying vegetation Maintain vegetative control along banks of
growth IKI lagoons and other impoundments to prevent
accumulation of decaying vegetative matter along
water's edge on impoundment's perimeter.
Feeders
. Feed spillage
Design, operate, and maintain feed systems (e.g.,
bankers and troughs) to minimize the
accumulation of decaying wastage
Clean up spillage on a routine basis (e.g., 7- to
I 0-day interval during summer; 15- to 30-day
AMIC — November 11, 1996, page I

insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
ITced storage Accumulations of feed residues X
Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by ensuring drainage is away from site
and/or providing adequate containment (e.g.,
covered bin for brewer's grain and similar high
moisture grain products)
Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed
Animal holding areas Accumulations of animal wastes
El
Eliminate low areas that trap moisture along
and feed wastage
fences and other locations where waste
accumulates and disturbance by animals is
minimal
fence rows and filter strips around
ElMaintain
animal holding areas to minimize accumulations
of wastes (i.e., inspect for and remove or break up
ne.r.urnillated solids as needed)
Dry manure handling Accumulations of animal wastes Remove spillage on a routine basis (e.g., 7- to 10-
systems day interval during summer; 15- to 30-day
interval during winter) where manure is loaded
for land application or disposal
Provide for adequate drainage around manure
stockpiles
Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and
manure handling areas as needed
For more information contact:
Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC — November 11, 1996, page 2

Swine Farm Waste Management Odor Control Checklist
Va—rmstead 0 Swine production
Vegetative or woodea omiers
X
X Recommended best management practices
F-1 Good judgment and common sense
X
Animal body surfaces 0 Dirty manure covered animals
Dry floors
Floor surfaces 0 Wet manure -covered floors
X i
Slotted floors
Fx�
Waterers located over slotted floors
X
Feeders at high end of solid floors
X
Scrape manure buildup from floors
Underfloor ventilation for drying
Manure collection pits 0 Urine Frequent manure removal by flush, pit recharge,
or scrape
0 Partial microbial decomposition EX I Underfloor ventilation
Ventilation exhaust 0 Volatile gases Fan maintenance
fans 0 Dust 17 1 Efficient air movement
FX]
Indoor surfaces Dust
X
Washdown between groups of animals
F_X1
Feed additives
Feeder covers
Feed delivery downspout extenders to feeder
covers
Flush tanks Agitation o recyc c agoo n
Flush tank covers
liquid while tanks are filling
Extend fill lines to near bottom of tanks with
anti -siphon vents
Flush alleys Agitation during wastewater
Underfloor flush with underfloor ventilation
conveyance
AMOC — November 11, 1996, page I

Swine Farm Waste Management Odor Control Checklist
ause
BMPs to Minimize Odor �Rc a ULM,
Source
* Agitation of recycled lagoon
Extend recharge lines to near bottom of pits with
Pit recharge points
liquid while pits are filling
anti -siphon vents
Lift stations
0 Agitation during sump tank
sump tank covers
filling and drawdown
outside drain
. Agitation during wastewater
15ox covulh
collection orjunction
conveyance
boxes
End of drainpipes at
0 Agitation during wastewater
Extend discharge point of pipes underneath
lagoon liquid level
lagoon
Lagoon surfaces
conveyance
* Volatile gas emissions
171
Proper lagoon liquid capacity
0 Biological mixing
FX1
Correct lagoon startup procedures
Agitation
Minimum surface area-to-volunic ratio
0
X
X
Minimum agitation when pumping
Mechanical aeration
Proven biological additives
litigation sprinkler 0 High pressure agitation [i] Irrigate on dry days with little or no wina
nozzles 0 Wind drift 171 Minimum recommended operating pressure
Fx� Pump intake near lagoon liquid surface
1:1 pump from second -stage lagoon
Storage tank or basin
surface
• Partial microbial decomposition F, Bottom or midlevel loading
• Mixing while filling F-1 Tank covers
• Agitation when emptying F� Basin surface mats of solids
[_—] Proven biological additives or oxidants
AMOC — November 11, 1996, page 2

Swine Farm Waste Management Odor Control Checklist
Source
Cause
BMPS to Minimize Odor Site Specific Practices
—Tettling basin surface
- Partial microbial decomposition
Extend drainpipe outlets underneath liquid level
• Mixing while filling
H
Remove settled solids regularly
• A itation when emptying
Manure, slurry, or
- Agitation when spreading
Soil injection of slurry/sludges
sludge spreader outlets
Volatile
Wash residual manure from spreader after use
0 gas emissions
F-1
Proven biological additives or oxidants
Uncovered manure, Volatile gas emissions while
slurry, or sludge on drying
field surfaces
Dead animals 0 Carcass decomposition
Dead animal disposal Carcass decomposition
pits
DSoil injection of slurry/stuciges
F� Soil incorporation within 48 hours
Spread in thin uniform layers for rapid drying
Proven biological additives or oxidants
I�Toper disposition of carcasses
Complete covering of carcasses in buriat pit:
Proper location/construction of disposal pits
Incinerators 0 Incomplete combustion F� Secondary stack bumers
Standing water around improper drainage
facilities
* Microbial decomposition of
Grade and landscape such that water drains away
from facilities
_Kfa—nure tracked onto Poorly maintained access roads Farm access road maintenance
public roads from farm
AMOC — November 11, 1996, page 3

Additional Information:
Swine Manure MaDagement; .0200 Rule/BMF racKei
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge— Lagoon Treatment; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Flush— Lagoon Treatment; EBAE 129-98
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
Controlling Odors from Swine Buildings, PIH-33
Environmental Assurance Program; NPPC Manual
Options for Managing Odor; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO 107, 1995 Conference Proceedings
Available From:
��7C-S-U
, County Extension Center
NCSU— BAE
NCSU— BAE
NCSU— RAE
NCSU— BAE
NCSU— BAE
NCSU— Swine Extension
N.C. Pork Producers Assoc.
NCSU Agricultural Communications
Florida Cooperative Extension
AMOC — November 11, 1996, page 4

Version —November 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary verst's 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
F-1 �71 death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S. 106403). 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.
�71 D Rendering at a rendering plant licensed under G.S. 106-168.7.
F-1 [71 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 DEC.
In the case of dead pout" only, placing in a disposal pit of a size and design approved by the
1-1 F] NC Department of Agriculture & Consumer Services G.S. 106-549.70).
Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPIDES 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. ermit conditions (refer to facility's animal
• Mass burial sites are subject to additional p
waste management system permit). emergency, the State Veterinarian may enact
• In the event of imminent threat of a disease
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
2/26/19
A,4Z Date
Signature of Farm owner/Manager
t�= 2/26/19
Signature of Technical Specialist Date

m
Op2trick Dead Ho!e,s\ ,Max Depth
I
31v3O KI
7
2309 1 KilpatricK
gKil(m
1patr c' Dead Hol

ir,
Merritt �Dead Hole A (Max Depth 60mi)
, ; 2386 1 Merr'i
�Wq
!m�-,4_ft,merr[tt Dead Hole B (Max
2386 MERRITT FARM

Murphy -Brown, LLC
Grower(s):
Farm Name:
4/29/2019
NUTRIENT UTILIZATION PLAN
Murphy -Brown. ILLC
Kilpatrick / Merritt; AWS820005
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Wean to Finish 18419
Feeder to Finish
Gilts
Boars
Storage Structure:
Storage Period:
Application Method:
>180 days
Irrigation
2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen
Either of these conditions may result in runoff to surface waters which is not allowed
under DWR regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1 Of 11

This plan is based on the waste application method shown above. If you choose to change
methods in the future, you need to revise this plan, Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. In some cases you may want to have plant analysis made, which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan, if carded out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3' tons, etc.):
Capacity Type Waste Produced per Animal Total
Farrow to Wean
3203 gal/yr
gal/yr
Farrow to Feeder
3861 gal/yr
gal/yr
Farrow to Finish
10478 gal/yr
gallyr
Wean to Feeder
191 gal/yr
gallyr
18419
Wean to Finish
776 gallyr
14,293,144 gallyr
Feeder to Finish
927 gallyr
gal/yr
Gilts
1015 gallyr
gal/yr
Boars
2959 gal/yr
gal/yr
Total 14,293,144 gaily
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (lbs):
Capacity Type Nitrogen Produced per Animal Total
Farrow to Wean
3.84 lbs/yr
Ibs/yr
Farrow to Feeder
6.95 lbs/yr
Ibs/yr
Farrow to Finish
18.86 lbs/yr
lbs/yr
Wean to Feeder
0.34 lbs/yr
lbs/yr
18419
Wean to Finish
1.4 lbs/yr
25,787 lbs/yr
Feeder to Finish
1.67 lbs/yr
lbs/yr
Gilts
1.83 lbs/yr
lbs/yr
Boars
5.33 lbs/yr
lbs/yr
Total 25,787 lbs/y
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage: 125.48
Total N Required Ist Year: 35361.11
Total N Required 2nd Year: 29451.00
Average Annual Nitrogen Requirement of Crops: 32,406.06
Total Nitrogen Produced by Farm: 25,786.60
Nitrogen Balance for Crops: (6,619.46)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2 of 11

Reception Area Specifications
Tract Field Irrigated Soil list Crop Time to list Crop IstCrop LbsNIAc Lbs N Total lbs N12nd
Acreage Type Code Apply Yield lbs N/Unit Residual /Ac Utilized
Crop TIMeto 2ndCrop 2ndCrop LbsN/Ac Lbs N Tom
Uti�ilb. N
Code Apply Yield lbs N/Unit Residual /Ac zed
Total
Lbs N/Ac
Total lbs N
Utilized
Kilpatrick
1
3.29
Blanton
C
Mannh-Sept
4.40
48.00
211.2
694.848
L
Sept -April
1�00
50.00
50
164.5
261.2
859,348
Kilpatrick
2
2.91
Blanton
C
March -Sept
4.40
48.00
211.2
614.592
L
Sept -April
1.00
50.00
50
145.5
261.2
760.092
Kilpatrick
3
3.11
Blanton
C
March -Sept
4m4O
48.00
211�2
656.832
L
Sept -April
"0
50.00
so
155.5
261�2
812.332
Kilpatrick
6
1.34
Wagram
C
March -Sept
&40
49.00
264S
354.564
L
Sept -April
1.00
50.00
50
67
314S
421.564
Kilpatrick
7
4.32
Wagram
C
Manch-Sept
5.40
49.00
264s
1143,072
L
Sept -April
1.00
50.00
50
216
314.6
1359,072
Kilpatrick
a
2.18
NoB
D
Febl&June
140.70
1.00
15
1257
274.026
N
Sept -April
57.40
2.27
130.298
284�0496
255.998
558.0756 1
Kilpabick
9
2.14
NoB
D
Feb15-June
140.70
1.00
is
1257
268s98
N
Sept -April
57.40
2.27
130.298
Z78.8377
255.998
547.8357
Kilpatrick
10
0.84
NoB
D
Feb15-June
140.70
1.00
15
125.7
105.588
N
Sept -April
57.40
2.27
130.298
109,4503
255.998
215,0383
rdipatrick
11
1.58
Wagrann
D
Feb1S-June
140.70
1.00
15
125.7
198.606
N
Sept -April
57.40
2.27
130.298
205.8708
255.j98
404d4768
Kilpatrick
. 12
2.24
Wagrann
D
Feb15-June
140.70
1.00
15
125.7
281.568
N
SePt-Apfil.
57.40
2.27
130.298
291.8675
255.998
573.4355
Kilpatrick
13
3.56
Wagrann
D
Fet,15-June
140.70
1.00
15
125.7
447.492
N
Sept -April
57.40
227
130.298
463.8609
255.998
9113529
Kilpatrick
14
3.61
Wagrann
C
March -Sept
5.40
49.00
264.6
955.206
N
Sept-Aphl
57.40
2.27
13G.298
470.3758
394.898
1425.582
Kilpatrick
15
3.49
Wagram
C
March -Sept
5.40
49.00
264.6
923d454
L
Sept-Apffl
1.00
50.00
50
174.5
314s
1097,954
Kilpatrick
16
3.89
Wagram
C
Manch-Sept
5.40
49.00
264.6
1029.294
L
Sept -April
1.00
50.00
50
194.5
314.6
1223,794
Kilpatrick
17
5.89
Wagram
C
Mannh-Sept
5.40
49.00
264.6
1558.494
L
Sept-Aprl
1.00
50.00
50
294.5
314.6
1852.994
Kilpatrick
18
7.73
Wagram
C
Mamh-Sept
5.40
49.00
264.6
2G45.358
L
Sept -April
1.00
50.00
50
386.5
314.6
2431.8K8
Kilpatrick
is
1.54
Wagram
C
March -Sept
5.4G
49.00
264.6
407.484
L
Sept -April
1.00
50.00
50
77
314S
484A84
Kilpatrick
20
3.34
Wagram
C
March -Sept
5.40
49.00
264.6
883.764
L
Sept -April
1.00
50.00
so
167
314s
1050.764
Kilpatrick
21
3.72
Wagrarn
C
Marah-Sept
5.40
49.00
264S
984.312
L
Sept -April
1.00
50doo
50
186
314.6
1170 T1 2
rilpatrick
22
1.46
wagram
D
Febl 5-June
140.70
1.00
15
125.7
183.522
N
Sept -April
5740
2.27
130.298
1901351
255.998
373.7571
Kilpatrick.
23
3.30
wagram
D
Febl 5-June
140.70
1.00
15
125.7
414.81
N
Sept -April
57.40
2.27
130.29a
429,9834
255d998
844.7934
Kilpatrick
24
5124
Wagram
0
Febl 5-June
140.70
1.00
is
125.7
658.660
N
Sept -April
57.40
2.27
130.298
682.7615
255,998
1341 d43
Kilpatrick
25
4.77
NOA
0
Feb15-June
140.70
1.00
15
125.7
599.589
N
Sept -April
5740
2.27
130�298
621.5215
255.998
1221.11
Kilpatrick
26
4.02
NOA
D
Feb15-June
140.70
1.00
15
1257
505.314
N
Sept -April
5740
Z27
130�298
523.798
255.998
102SI12
Kilpatrick
27
1.87
NOA
D
Feb15-June
140.70
1.00
is
125.7
235.059
N
Sept -April
57.40
2.27
130�298
243.6573
255.998
478.7163
rilpatrick
28
1.55
NOA
D
Feb15-June
140.70
1.00
15
125.7
194.835
N
Sept -April
5740
2.27
130.298
201.9619
255s98
396.7969
Kilpatrick
29
2.23
wagrann
D
Feb15-June
140.70
1.00
15
125.7
280.311
N
Sept -April
57.40
2.27
130.298
290.5645
255,998
570s755
Kilpatrick
30
2.47
NoA
D
Feb15-June
140.70
1.00
15
125.7
310.479
N
Sept -April
5740
2.27
130.298
321.8361
255.998
632.3151
Kipatnck
31
3.65
NOA
D
Febl5-June
140.70
1.00
15
125.7
458.805
N
Sept-Aphl
5740
2.27
130.298
-475.5877
255.998
934.3927
Kilpatrick
32
4.95
Wagram
D
Feb15-June
140.70
idoo
is
125.7
622.215
N
Sept-Aphl
57.40
227
130.298
644.9751
255,998
1267.19
Kilpatrick
33
3AB
NoA
D
FebI5-June
140.70
1.00
15
125.7
399.726
N
Sept-Apnl
57AO
2.27
130.298
414.3476
255.998
814.0736
Kilpatrick,
34
3.98
Autryville
D
Feb15-June
140.70
1.00
15
125.7
500.286
N
Sept -April
57.40
2.27
130198
518.586
255.998
1018.872
KlEatrick
35
4.11
Autryville
D
Fet,15-June
140.70
1.00
15
125.7
516.627
N
Sept -April
57.40
2.27
130.298
535.5248
255.998
1052.152
Merritt
36
2.99
Autryville
C
Manch-Selpt
5.50
49.00
269.5
805.805
L
Sept-Apnl
1.00
50.00
50
14s5
319.5
955.305
Merritt
37
118
Autryville
C
March -Sept
5.50
49.00
269.5
479.71
L
Sept -April
1.00
50.00
50
89
319,5
568.71
Merritt
38
3.16
Autryville
D
Feb15-June
140.70
1.00
1 5
15
1257
397.212
N
Sept -April
57.40
2.27
130.298
4113417
255,998
800.9537
Merritt
39
2.91
Autryville
D
Fet,15-June
140.70
1.00
15
1257
365.787
N
Sept -April
57.40
2.27
130.298
379,1672
255998
744.9542
Merritt
40
2.11
Wagram,
D
FebI 5-June
140.TO
C15
1.00
15
125.7
265.227
N
Sept -April
57.40
2.27
130.298
274,9288
255998
540.1558
Merritt
41
3.05
Autryville
C
March -Sept
5050
49.00
26S5
821.975
L
Sept -April
1.00
50.00
50
1525
319.5
974.475
Merritt
42
1.98
Autryville
C
Mamh-Sept
5.50
49.00
269.5
533.61
L
Sept -April
1.00
50.00
50
99
31SS
632.61
125.48 23377.12 11983.99
3(a) of 11

Reception Area Specifications
Tract Field Irrigated Soil let Crop Time to IstCrop 1stCroP LbSNIAC Lbs N TOta1IbsNj2ndCmp
Acreage Type Code Apply Yield Its N/Unit Residual /Ac Utilized
Timeto 2ndCrop 2ndCrop LbSNIAC Lbs IN TotaIIbsNj
Code Apply Yield lbs NIUnit Residual /AC Utilized
Total
jLbsN/Acj
JTOMIII,�N
Utilized
Kilpatrick
1
3.29
Blanton
C
March -Sept
4440
48.00
211.2
694�848
L
Sept -April
1.00
50.00
50
164.5
261.2
859.348
Kilipatick
2
2.91
Blanton
C
March -Sept
4AO
48mOO
2112
614592
L
Sept -April
1.00
50.00
50
145.5
261.2
760.092
Kilpatrick
3
3.11
Blanton
C
March -Sept
AIAO
48mOO
211.2
656832
L
Sept -April
1.00
50.00
50
155.5
261.2
812.332
Kilpatrick
6
1.34
Wagram
C
March-Selpt
5.40
49.00
264.6
354.564
L
Sept -April
1.00
50.00
50
67
314.6
421,564
Kilpatrick
7
4.32
wagiram
C
Manch-Selpt
5.40
49.00
264.6
1143.072
L
Sept -April
1.00
50.00
50
216
314.6
1359.072
Kilpatrick
0
2.10
NOB
0
Aprii-Septl 5
43.62
3.96
172.7352
376.5627
0
0
172.7352
376.5627
Kilpatrick
9
2.14
NoB
0
April-Septl 5
43.62
3.96
172.7352
369.6533
0
0
172.7352
369.6533
Kilpatrick
10
0.84
NoB
0
April-Sel:A15
43.62
3.96
172.7352
145.0976
0
0
172.7352
145.0976
Kilpatrick
11
1.58
wagram
0
April-SeptlS
43.62
3.96
172.7352
272,9216
0
0
172.7352
272.9216
Kilpatrick,
12
2.24
Wagram
0
April-Sept15
43.62
3.96
386.9268.
0
0
172.7352.
386.9268
Kilpatrick
13
3.56
Wagram
0
April-Sept15
43.62
3.96
172.7352
614.9373
0
0
172.7352
614.9373
Kilpatrick
14
3.61
Wagrann
C
Mairch-Selpt
5.40
49.00
264.6
955.206
L
Sept -April
1.00
50.00
50
INS
314.6
1135.706
Kilpatrick
15
3.49
wagram
C
March -Sept
5AD
49.00
264.6
923.454
L
Sept -April
1.00
50.00
50
174.5
314.6
1097.954
Kilpatrick
16
3.89
wagrann
C
March-Selpt
5.40
49.00
264.6
1029.294
L
Sept -April
1.00
50.00
50
194.5
314.6
1223.794
Kilpatrick
17
5.89
wagram
C
March -Sept
5.40
49.00
P172.7352.
264.6
1558.494
L
Sept -April
1.00
50.00
50
294.5
314.6
1852.994
Kilpatrick
18
7.73
wagram
C
March -Sept
5.40
49.00
264.6
2045.358
L
Sept -April
1.00
50.00
50
386.5
314.6
2431.858
Kilpatrick
19
1.54
Wagram
C
March-Selpt
5.40
49.00
264S
407.484
L
Sep"pril
1.00
50.00
50
77
314.6
484.484
Kilpatrick
20
3.34
wagnim
C
Manch-Sept
5.40
49.00
264.6
883.764
L
Sept -April
1.00
50.00
50
167
314.6
1050.764
Kilpatrick
21
3.72
Wagram
C
Manch-Selpt
SAO
49qOO
264.6
9154 312
L
Sepl-Apirl
1.00
50.00
50
186
314.6
1170.312
Kilpatrick
22
1A6
Wagram
0
April-Septl 5
43S2
3.96
172.7352
252.1934
0
0
172.7352
252AH4
Kilpatrick
23
3.30
Wagram
0
April-Septl 5
43s2
3.96
172.7352
570.0262
a
0
172.7352
570�0262
Kilpatrick
24
wagram
0
Aprik ept15
43.62
3.96
172.7352
90541324
0
0
172.7352
905,1324
Kilpatrick
25
4.77
NOA
0
April-Sept15
43.62
3.96
172.7352
823.9469
0
0
172.7352
823.9469
Kilpatrick
26
4.02
NOA
0
April-Selpvt15
43.62
3.96
172.7352
694.3955
0
0
172.7352
694.3955
Kilpatrick
27
1.87
NOA
0
April-Sel:415
43.62
3.96
172.7352
323.0148
0
0
172.7352
323.0148
Kilpatrick
28
1.55
NOA
0
April-Sept15
43.62
3.96
172.7352
267.7396
0
0
172.7352
26T7396
Kilpatrick
29
2.23
Wagram
0
April-SeptIS
43.62
3.96
172.7352
385.1995
0
0
17Z7352
385.1995
Kilpatrick
30
2.47
NoA
0
Alpril-Sept15
43.62
3.96
172.7352
426.6559
0
0
172.7352
426.6559
Kilpatrick
31
3.65
NOA
0
Alpril-SeptlS
43.62
3.96
172.7352
630.4835
0
0
172.7352
630.4835
Kilpatrick
32
4.95
Wagram
0
April-Septl5
43.62
3.96
172.7352
855.0392
0
0
172,7352
855.0392
Kilpatrick
33
3.18
NoA
0
ApnI-Sept15
43.62
3.96
172.7352
549.2979
0
0
172.7352
549.2979
Kilpatrick
, 34
3.98
Autryville
0
April-Sept15
43.62
3.96
172.7352
687.4861
0
0
172.7352
687.4861
Kilpatrick
35
4.11
Autryville
0
ApnI-S pt15
43.62
3.96
172.7352
709.9417
0
0
172.7352
709.9417
Merritt
36
2.99
Autryville
C
March -Sept
5.50
49.00
269.5
305.805
L
Sept -April
1.00
50.00
50
149,5
319�5
955.305
Merritt
37
1.78
Autryville
C
March-Selpt
SW50
49.00
269�5
479.71
L
Sept -April
1.00
50.00
50
89
319.5
568.71
Merr itt
38
3.16
Autry�ille
0
April-Septl 5
43.62
3.96
172q7352
545,8432
0
0
172.7352
545.8432
Merritt
39
2.91
Autryville
0
April-Septl 5
43.62
3.96
172.7352
502.6594
0
0
172.7352
502.6594
Merritt
40
2.11
wagram
0
April-Septl 5
43.62
3.96
172.7352
364.4713
0
0
172.7352
364.4713
Menift
41
3.05
Autryville
C
Manch-Sept
5.50
49.00
269q5
821,975
L
Sept -April
1.00
50.00
50
152.5
319.5
974A75
Merritt
42
1.98
Autryville
C
March -Sept
5.50
49.00
269.5
533.61
L
Sept -April
1.00
50.00
50
99
319.5
632.61
Totals: 125.48 26552 2899 2945]
3(b) of 11

Reception Area Specifications
Tract Field Irrigated Soil 1st Crop Time to Ist Crop IstCrop LbsNIAc Lbs N Total lbs N12nd
Acreage Type Code Apply Yield lbs N/Unit Residual /Ac Utilized
Crop Timeto 2ndCmp 2ndCmp LbsNIAc Lbs N Total lbs N
I Code Apply Yield lbs N/Unit Residual /Ac Utilized
Total
Lbs, NIA
T:l We
Ilized N]
Kilpatrick
subl
2.55
Blanton
C
March-Selpt
4AO
4BmOO
211.2
538.56
L
Sept -April
1.00
50.00
50
127.5
261.2
666.06
Kilpatrick
sub2-3
2.06
Blanton
C
March -Sept
4AO
4&GO
_
211.2
435.072
L
Sept -April
1.00
50.00
50
103
261.2
538.072
Kilpatrick
sub6-7
0.78
Wagram
C
March -Sept
5.40
49.00
264.6
206.388
L
Sept-Apdl
1.00
50.00
50
39
314.6
245�388
Kilpatrick
sub8-13
3.35
Wagram
D
Feb15-June
140.70
1.00
15
12&7
421.095
N
Sept -April
57.40
2.27
130�298
436,4983
255.998
857.5933
Kilipatick
subl�18
3.82
Wagram
C
March -Sept
5.40
49.00
264a
1010.772
L
Sept -April
1.00
50�00
50
191
314.6
1201�772
Kilpatrick
subls-21
1.95
Wagram
C
Mamh-Sept
5.40
49.00
264.6
515.97
L
Sept -April
1.00
50.00
so
97.5
314.6
613.47
Kilpatrick
sub22�29
3A3
Wagram
D
Feb15-June
140.70
1.00
15
125.7
456.291
IN
Sept -April
57.40
227
130.298
472.9817
255.998
929.2727
KWpatnck
sub30-31
0.92
NOA
D
Fet,15-June
140.70
1.00
15
125.7
115.644
N
Sept -April
57.40
227
130.298
119.8742
255,998
235.5182
Kipatrick
sub32-33
0.87
Wagram
D
Feb15-June
140.70
1.00
15
125.7
109.359
N
Sept -April
57.40
227
130.298
113.3593
255.998
222.7183
Kilpatrick
, sub34-35,
0.84
Autryville
D
Feb15-June
14.07
1.00
15
-0.93
-0.7812
N
Sept -April
57.40
2.27
130.298
109.4503
129.368
108.6691
Merritt
sub36-37
1.07
AutryWle
C
March Sept
5.50
49.00
269.5
288.365
L
Sept-Aprill
1.00
50.00
53.5
319.5
341s65
Merritt
sub38-40
1.32
Wagram
D
Feb15-June
140.70
1.00
15
125.7
165.924
N
Sept-Aprill
57.40
2.27
--50
130.298
171.9934
255.998
337.9174
Merritt
sub4142
2.38
Autrywhe
C
March -Se
5.50
49.00
269.5
641.41
L
Sept -April
1.00
50.00
50
119
319.5
760.41
Merritt
subM1
2.05
NoA
D
FebI5-June
140.70
1.00
15
125.7
257.685
N
Sept -April
5740
2.27
130�298
267,1109
255.998
524.7959
'.59 5161.754 2421.768 7583.522
3(b) of 11

Reception Area Specifications
Tract Field Irrigated Soil tat Crop Time to 1stCrop IstCrop LbSNIAC Lba IN Total We N
Acreage Type Code Apply Yield lbs N/Unit Residual /Ac Utilized
2nd Crop Time to 2nd Crop 2nd Crop Lbs NfAc Lbs IN Tots
Uti:ilbs IN
Code Apply Yield lbs N/Unit Residual /Ac zed
T I j
I Lbs IN
Total lbs IN
Utilized
Kilpatrick
subl
2.55
'Blanton
C
March-Selot
4.40
48.00
211.2
638.56
L
Sept -April
1.00
50.00
so
127.5
261�2
666.06
Kilpatrick
sub2-3
2.06
'Blanton
C
March -Sept
4.40
48.00
211.2
435.072
L
Sept -April
1.00
50.00
50
103
261.2
53&072
Kilpatrick
sub6-7
0.78
We nam
C
March -Sept
5.40
49.00
264.6
206.388
L
Sept -April
1.00
50.00
50
39
314.6
245.388
Kilpatrick
suba-13
3.35
We rem
0
Apr-SeptI5
43.62
3.96
172,7352
578.6629
0
0
172.7352
578.6629
Kilipatnck
sub14-18
3.82
We ram
lAutryville
C
March -Sept
5.40
49.00
2a4.6
1010.772
L
Sept -April
1.00
50.00
50
191
314.6
1201.772
Kilpatrick
sub19-21
1.95
We ram
C
March -Sept
5.40
49CO
264.6
515.97
L
Sept -April
1.GO
50.00
50
9TS
314.6
613.47
Klpamck
sub22-29
3.63
We ram
0
Apr-Septl5
4362
3.96
172.7352
627.0288
0
0
1717352
627.0288
Kilpatrick
sub30-31
0.92
NoA
0
Apr-Septl 5
43.62
3.96
172.7352
158,9164
0
0
172.7352
158.9164
Klpatrick
sub32-33
0.87
We ram
0
Apr-Sept15
43.62
3.96
172.7352
150.2796
0
0
172,7352
150,2796
Klpatrick,
sub3�35
, 0.84
0
Apr-Septl 5
43.62
3.96
172.7352,
145.0976
0
0
172,7352
145,0976
Menrift
sub36-37
1.07
Autryville
C
a
Mamh-Sept
m -S t
5.50
49.00
269.5
288.365
L
Sept -April
1.00
50.00
50
53.5
319.5
341.865
Merritt
s.1,38-40
1.32
Wagra
0
A r-Se 15
r Se 1 5
43.62
3.96
172.7352
228,0105
0
0
172.7352
228,0105
Merrift
sub41-42
2.38
Au ille
C
March -Se t
arch -Se t
5.50
49.00
269.5
641.41
L
Sept -April
1.00
50.00
50
119
319�5
76b.41
-Me-mft
subM1
2.05
NOA
0
_Be tj 5
-Be US
43.62
3.96
172.7352
354.1072
0
0
172.7352
354.1072
Mah
Opdonail CMPS
(Row C�rWqp H
Only)
Any
Any
M
Mar15-Aug
39.98
1.90
75.962
0
cc
Sept -April
1.00
30.00
30
0
16609114
Totals: 27.59 5878.04 730.5
3(b) of 11

This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interiplanted fields ( i.e. small grain, etc, interseeded in bermuda), forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches, In fields where small grain, etc, is to be removed for hay or silage, care
should be exercised not to let small grain reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will definitely interfere
with stand of bermuciagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The ideal time to interiplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code Crop
A
Barley
6
Grazed Hybrid Bermudagrass
C
Hybrid Bermudagrass Hay
BIC
Comb. Hybrid Bermudagrass
D
Corn - Grain
E
Corn - Silage
F
Cotton
G
Grazed Fescue
H
Fescue Hay
I
Oats
J
Rye
K
Grazed Overseed
L
Overseed Hay
M
Grain Sorghum
N
Wheat
0
Soybean
P
Pine Trees
S
Small Grain
cc
Cover Crop
SWG
Swithgrass
Description -Harvested As
Grain Crop
Pasture/Grazed
Hay
Graze/Hay Combination
Grain Crop
Silage
Cotton Lint
Pasture/Grazed
Hay
Grain Crop
Grain Crop
Pasture/Grazed (Seeded in Bermudagrass)
Hay (Seeded in Bermudagrass)
Grain Crop
Grain Crop
Grain Crop
Pine Trees
Grain Crop/ Hay (After Grain Crop)
Not Harvested; Burned/Disked In
Biomass Crop
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed may, and most likely will be, more than the acres shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste,
4 of 11

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications
PAN/yr/animal Farm Total/yr
Farrow to Wean
0.8
Farrow to Feeder
0.96
Farrow to Finish
3.9
Wean to Feeder
0.07
18419 Wean to Finish
0.27 4973.13
Feeder to Finish
0.34
Gilts
0.39
Boars
0.55
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 4973.13 pounds of plant available nitrogen per year and will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
If you remove the sludge every 5 years, you will have approximately 24865.65 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 82 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 198.9252 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil
structure, soil texture, water droplet size, and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
*This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for >180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
fireeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
5 of 11

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Soil Application Rate Application Amount
Tract Hvdrant TvDe CrOD in/hr * inches
Kilpatrick
2
Blanton
C
0.35 1
Kilpatrick
3
Blanton
C
0.35 1
Kilpatrick
6
Wagram
C
0.6 1
Kilpatrick
7
Wagram
C
0.6 1
Kilpatrick
8
NoB
D
0.5 1
Kilpatrick
9
NoB
D
0.5 1
Kilpatrick
10
NoB
D
0.5 1
Kilpatrick
11
Wagram
D
0.6 1
Kilpatrick
12
Wagram
D
0.6 1
Kilpatrick
13
Wagram
D
0.6 1
Kilpatrick
14
Wagram
C
0.6 1
Kilpatrick
15
Wagram
C
0.6 1
Kilpatrick
16
Wagram
C
0.6 1
Kilpatrick
17
Wagram
C
0.6 1
Kilpatrick
18
Wagram
C
0.6 1
Kilpatrick
19
Wagram
C
0.6 1
Kilpatrick
20
Wagram
C
0.6 1
Kilpatrick
21
Wagram
C
0.6 1
Kilpatrick
22
Wagram
D
0.6 1
Kilpatrick
23
Wagram
D
0.6 1
Kilpatrick
24
Wagram
D
0.6 1
Kilpatrick
25
NoA
D
0.5 1
Kilpatrick
26
NoA
D
0.5 1
Kilpatrick
27
NoA
D
0.5 1
Kilpatrick
28
NoA
D
0.5 1
Kilpatrick
29
Wagram
D
0.6 1
Kilpatrick
30
NoA
D
0.5 1
Kilpatrick
31
NoA
D
0.5 1
Kilpatrick
32
Wagram
D
0.6 1
Kilpatrick
33
NoA
D
0.5 1
Kilpatrick
34
Autryville
D
0.6 1
Kilpatrick
35
Autryville
D
0.6 1
Merritt
36
Autryville
C
0.6 1
Merritt
37
Autryville
C
0.6 1
Merritt
38
Autryville
D
0.6 1
Merritt
39
Autryville
D
0.6 1
Merritt
40
Wagram
D
0.6 1
Merritt
41
Autryville
C
0.6 1
Merritt
42
Autryville
C
0.6 1
6 of 11

Additional Comments:
This NUP has been revised to reflect the updated irrigation design prepared
by Kevin Weston and crop changes. The irrigation design now shows that
the ditch that was between pulls 14 & 15 has been filled in. What was field
8-14 is now field 8-13 and what was field 15-18 is now field 14-18.
The crop changes include pulls 14-21 and 36, 37 from row crops to bermuda
and overseed.
This plan is based on historical crop yield records for row crops. Crop yield
reports are keep on site and attached is the PANMeld Comparison.
7 of 11

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm:
Owner:
Manager:
Owner/Manager Agreement:
Kilpatrick / Merritt; AWS820005
Murphy -Brown, LILC
I/we understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. I/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWR before the new
animals are stocked.
I/we understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWR upon request.
Name of Facility Owner: Murphy -Brown, LILC
Signature:
Name of Manager (if different from owner):
Signature:
Name of Technical Specialist: Toni W. King
Affiliation: Murphy -Brown, LILC.
Address: 2822 Hwy 24 West, PO Drawer 856
Warsaw. NC 28398
Signature:
Telephone: [phone]
Date
Date
8 of 11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
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 Utilization Plan
when there is a change in the operation, increase in the number of animals, method of
application, recieving crop type, or available land.
Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic
crop yields based upon soil type, available moisture, historical data, climatic conditions,
and level of management, unless there are regulations that restrict the rate of applications
for other nutrients,
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land eroding at more than 5 tons per acre per year but less than 10 tons
per acre per year provided grass filter strips are installed where runoff leaves the field
(See USDA, NRCS Field Office Technical Guide Standard 393 - Filter Strips),
Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the land application field.
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).
Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offste 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.
Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
9 of 11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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 than 25 feet to perennial waters.
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those owned by
the landowner.
14 Waste shall be applied in a manner not to reach other property and public right-of-ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by 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 washcown facilities, showers, toilets, sinks, etc., shall not be
discharged into the animal waste management system.
10 of 11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
17 A protective cover of appropriate vegetation will be established on all disturbed areas (lagoon
embankments, berms, pipe runs, etc.). Areas shall be fenced, as necessary, to protect the
vegetation. Vegetation such as trees, shrubs, and other woody species, etc., are limited to areas
where considered appropriate. Lagoon areas should be kept mowed and accessible. Berms and
structures should be inspected regularly for evidence of erosion, leakage, or discharge.
18 If animal production at the facility is to be suspended or terminated, the owner is responsible for
obtaining and implementing a "closure plan" which will eliminate the possibility of an illegal
discharge, pollution and erosion.
19 Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular basis to
prevent breakdowns, leaks and spills. A regular maintenance checklist should be kept on site.
20 Animal waste can be used in a rotation that includes vegetables and other crops for direct human
consumption. However, if animal waste is used on crops for direct human consumption, it should
only be applied pre -plant with no further applications of animal waste during the crop season.
21 Highly visible markers shall be installed to mark the top and bottom elevations of the temporary
storage (pumping volume) of all waste treatment lagoons. Pumping shall be managed to
maintain the liquid level between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
22 Waste shall be tested within 60 days of utilization and soil shall be tested at least annually at crop
sites where waste products are applied. Nitrogen shall be the rate -determining nutrient, unless
other restrictions require waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the soil shall be monitored
and alternative crop sites shall be used when these metals approach excessive levels. pH shall be
adjusted and maintained for optimum crop production. Soil and waste analysis records shall be
kept for a minimum of five years. Poultry dry waste application records shall be maintained for a
minimum of three years. Waste application records for all other waste shall be maintained for a
minimum of five years.
23 Dead animals will be disposed of in a manner that meets North Carolina regulations.
11 of 11

PAN/Yield Comparison
5/1/2019
Farm: Kilpatrick & Merritt
Permit No, ASW820005
Total Row Crop Acres: 125.02
Soils
Acres
%
Corn
Yield - bu
N - factor
lbs N/ac
Wheat
Yield - bu
N - factor
lbs N/ac
Soybeans
Yield - b.
N - factor
Jibs N/ac
NoB
5.16
4.1
135
0.95
128.25
59
2.09
123.31
34
3.91
132.94
Wag
74.54
59.6
88
1.02
89.76
39
232
90.48
23
3.98
91.54
NoA
24.48
19.6
138
0.95
131.1
60
2.09
125.4
35
3.91
136.85
AuB
20.84
16.7
102
1.02
104.04
45
2.32
1D4.4
25
3.98
99.5
0.0
0
0
a
0.0
0
0
0
0.0
0
0
0
0.0
0
0
0
0.0
0
0
0
0.0
0
0
0
125.02 100.0
AVG 102.06 1.003404 101.82 ".94 2.265471 100.99 26.14 3.963404 103.447688
AVG lbs N/Ac/Yr: 153.13
Corn Wheat Soybeans
Yield-bu N-facto, Ibs N/ac Yield-bu N-factor lbs N/ac Yleld�bu IN14actor lbs N/ac
3 of 5 Year AVG: 140.7 1.003404 141.17898 57.4 2.265471 130.03804 43.62 3.963404 172.883694
AVG lbs N/Ac/Yr: 222.05
Sorghum
YwId-bu
N-factor lbsN/ac
0
3.920973
0
60.81491
0
18.60182
0
17.00272
0
0
0
a
0
0
0.00
0.00 0.00
1.003404

) .0mmo
�wio -�Vv\ 7j"
J.-
I�J r
dr
MD cm
- — ----- - - -----
902
11 /gal
Lb
GC1lCf&-fl4r
'A
ccZC
I �,

Sheetl
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Murphy -Brown, LLC-Kilpatrick & Merritt Farms; 82-5
Address: P.O. Box 856
Warsaw, NC 28398
Telephone: [phone]
Table I - Field Specificatlons
County: Sampson
Date: 1127/2014
Revised: 4/18/2019
Approximate Maximum
Maximum Maximum Application
Useable Size Application per Irrigation
Field of Field Rate Cycle
Number (acres) Soil Type Slope % Crop(s) (IrVhr) (inches) Comments
F1
3.29
Blanton
0-3
1 Bermuda/ Small Grain
0.5
1
Pull 1
F2-3
6.02
Blanton
0-3
Bermuda / Small Grain
0.5
1
Pulls 2 & 3
F6-7
5.66
Wagram
0-3
Bermuda / Small Grain
0.5
1
Pulls 6 & 7
F8-13
12.54
Norfolk/Wagram
0-3
Raw Crops
0.5
1
Pulls 8-13
F14-18
24.61
Wagrarn
0-3
'Row Crops
0.5
1
Pulls 14-18
F19-21
8.6
Wagram
0-3
Row Crops
0.5
1
Pulls 19-21
F22-29
24.44
Wagram
0-3
Row Crops
0.5
1
Pulls 22-29
F30-31
6.12
Norfolk
0-3
Row Crops
0-5
1
Pulls 30 & 31
F32-33
8.13
Wagram
0-3
Row Crops
0.5
1
Pulls 32 & 33
F34-35
8.09
Autryville
0-3
Row Crops
0.5
1
Pulls 34 & 35
F36-37
477
Autryville
0-3
Row Crops
0.5
1
Pulls 36 & 37
F38-40
8.18
AutryvilleNVagram
0-3
Row Crops
0.5
1
Pulls 38-40
F41-42
5.03
Autryville
0-3
Bermuda I Small Grain
0.5
1
Pulls 41 & 42
125.48

Sheet2
TABLE 2 - Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: Traveler w/Nelson 150 Big Gun
Field No. Travel Application TRAVELLANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hydrant No. (fVmin) (in/hr.) Width(ft.) Length(ft) (feet) (inches) at Gun(psi) at reel(psi) Pattern Comments - Acres Der i)ull
1
3.18
0.33
270
336
300
1.08
60
95
330
3.29
2
3.18
0,33
250
277
3DO
1.08
60
95
330
2.91
3
3.18
0.33
250
312
300
1.08
60
95
330
3.11
6
6.49
0.61
90
345
300
1.08
60
95
180
1.34
7
3.54
0.33
240
555
300
1.08
60
95
330
4.32
8
3.18
0.33
250
150
300
1 M
60
95
330
2.18
9
3.18
0.33
200
219
300
1.08
60
95
330
2.14
10
5.84
0.61
250
31
300
1.08
60
95
180
0.84
11
3,18
0.33
250
46
300
1.08
60
95
330
1.58
12
3.18
0.33
200
240
300
1.08
60
95
330
2.24
13
3.18
0.33
250
391
300
1.08
60
95
330
3.56
14
3.18
0.33
250
399
300
1.08
60
96
330
3.61
15
3.18
0.33
200
513
300
1.08
60
95
330
3.49
16
3.18
0.33
200
599
300
1.08
60
95
330
3.89
17
5.8413.18
0.61/0.33
150/300
3641763
3DO
1.08
60
95
180/330
5.89
18
3.18
0.33
250
1117
300
1.08
60
95
330
7.73
19
3.18
0.33
250
39
300
1.08
60
95
330
1.54
20
4.6713.18
0.5/0,33
254/270
1171233
300
1.08
6D
95
220/330
3.34
21
3.18
0.33
250
419
300
1.08
60
95
330
3.72
22
4.67
0.5
184
149
300
1.08
60
95
220
1.46
23
3.18
0.33
200
471
300
1.08
60
95
330
3.30
24
4.6713.18
0.510.33
195/200
186/713
300
1.08
60
95
22OJ330
5.24
25
3.18
0.33
200
792
300
1.08
60
95
330
4.77
26
4.67/3.18
0.5/0.33
190/200
150/485
300
1.08
60
95
220/3301
4.02
27
3.18
0.33
200
160
300
1.08
60
95
330
1.87
2B
3.18
0.33
200
90
300
1.08
so
95
330
29
3.18
0.33
250
159
300
1.08
60
95
330
30
4,67
0.6
182
394
300
1.08
60
95
220
2.47

Sheet2
31
3.18
OM
250
407
300
1.08
60
95
330
3.65
32
5.8413.18
06110.33
145/250
174/533
300
1-08
60
95
180/330
4.95
33
4.67
0.5
156
520
300
1.08
60
95
220
3.18
34
5.84/3.18
0.61/0.33
1461250
1SM85
300
1.08
so
95
1801330
3.98
35
3.18
0.33
250
487
300
1.08
60
95
330
4.11
36
3.18
0.33
250
291
300
1.08
60
95
330
2.99
37
3.18
0.33
250
80
300
1.08
60
95
330
1.78
38
1 3.18
0.33
1 250
321
1 300
1.08
60
95
330
1 3.16
39
3.18
0.33
250
380
300
1.08
60
95
330
2.91
40
4.67
0.5
242
223
300
1.08
60
95
220
2.11
41
5.84t3A8
0.61/0.33
1001250
384/149
300
1.08
60
95
1801330
3.05
42
5.84
D.61
100
578
300
1.08
60
95
180
1.98
TOTAL
125.48

Sheen
TABLE 3 - Solid Set Irrigation Gun Settings
and
Field No Wetted HYdrant Spacing(ft) APPlication Opo.-...., I
. and Number of Diameter Alono pw.�� M-,- _Noz7J e Operating Operating

Sheet4
TABLE 4 - Irrigation System Specificabons
Travelin
So
Solid Set
Im ation Gun
rn
Irrigation
Flow Rate of S nnkler m
Flow Rate of Sprinkler (9pm)
182
0
0 eratin Pressure at Pum sl
Operatinq Pressure at Pump (psi)
101.4
MI
#DIV/01
Design Precipitation Rate (in/hr)
O�31
0.00
Hose Length (feet)
MRequirement
1300
xxxxxxxx
Type of Speed Compensation
Mechanical
YYYYYYYY
P Pum T PTO I
ump Type (PTO, Engine, Electric)
Engine
—
Engine
P P
Pump Power (hp)
#DIV/01
—#DIV/01
k S ecifications
1
1
61,
F 4"
2"
f
THRUSTBLOCK
THRUST KOCK
!THRUST BLOCK
LOCATION MAREA
FGateValve
(sq. ft.)
AREA sq. ft)
IAREA (so. ft.)
90 de ree bend
8.8
4.3
1.1
Dead End
6.2
3.0
0.8
Tee
4.4
2-1
0.5
6.2
0.
45 degree bend
4.7
-3.0
2.3
Page 1

Sheet5
IRRIGATION SYSTEM DESIGNER
Name: Micah Kevin Weston, CID
Company: Murphy -Brown, LLC dba Smithfield Hog Production
Address: 2822 Hwy 24 West, P.O. Box 856 Warsaw, NC 28398
Phone: [phone]
Required Documentation
The following details of design and materials must accompany all irrigation designs:
I A scale drawing of the proposed irrigation system which includes hydrant locations, pipelines, thrust block locations and buffer areas where applicable.
Z Assumptions and computations for determining total dynamic head and horsepower requirements.
3 Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system
6. Manufacturees specifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturers specifications for the irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE.
5. The information required by this form am the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 25' or wider must be maintained between the limirs; of the irrigation system and all
perennial streams and surface waters per NC statutes.

Sheet6
Narrative of Irrigation System Operation
design is for a "wetted acreage" determination for an existing facility. The acres were calculated based on
quipment specified and the charts created by NCSU for calculating Area Allowances for Hard Hose
�Ier Systems.
to owners manual and irrigation dealer for information on maintenance, winterization, and operation of
This revised "wetted acreage" determination dated 4M 8/2019, done to show the removal of a ditch between
pulls 14 & 15, the changing of field edge for previous field 8-14 to field 8-13 and field 15-18 to field 14-18, and
the recalculation of pulls 14 & 15. All other parameters remained the same.

Sheet7
CALCULATIONS
Sprinkler Specifications
Sprinkler Type:
Nelson 150
Nozzle Size:
1.08 inches
Sprinkler Pressure:
60 psi
Flowrate(GPM):
182 gpm
Wetted Diameter.
300 feet
Lane SDacinas
Desired Spacing (%): 70 %
Design Spacing(feet): 210 *PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet): 200 feet
Actual Spacing 67 %
Application Rate
Application Rate = (96�3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate = 0.31 in/hr
300 degree arc = 0.37 in/hr 330 degree arc 0.33 in/hr
220 degree arc = 0.50 in/hr
180 degree are = 0,61 in/hr
Traveller Speed
Travel speed = 1.605 x Flowrate / Desired application amount x Lane Spacing
Desired app. (in.) =
0.5 inches
300 degree arc =
3.51 fttmin
220 degree arc =
4.67 ft/min
180 degree arc =
5.84 ft(min
Mainline velocity
360 degree arc = 2,92 ft1min
330 degree arc = 3.18 ft1min
Velocity = .408 x Flowrate / pipe diameter squared feettsec.**
"For buried pipelines, velocity should be below 5 feet per second
Pipe size: 6 inches
Velocity-- 2.06 fUsec.
Page I

Sheet7
CALCULATIONS
Sprinkler Specifications
Sprinkler Type:
Nelson 150
Nozzle Size:
1.08 inches
Sprinkler Pressure:
60 psi
Flowrate(GPM):
182 gpm
Wetted Diameter.
300 feet
Lane Spacinas
Desired Spacing (%): 70 %
Design Spacing(feet): 210 *PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet): 180 feet
Actual Spacing (%): 60%
Apolication Rate
Application Rate = (96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate = 0.31 in/hr
300 degree arc = 0.37 in/hr 330 degree arc 0.33 in/hr
220 degree arc = 0.50 in/hr
180 degree arc = 0.61 in/hr
Traveller Speed
Travel speed = 1.605 x Flowrate / Desired application amount x Lane Spacing
Desired app. (in.) =
0.5 inches
300 degree arc =
3.89 ft/min
220 degree arc =
5.19 ft/min
180 degree arc =
6.49 ft/min
Mainline Velocity
360 degree arc = 3.25 fUmin
330 degree arc = 3.54 ft/min
Velocity =.408 x Flowrate / pipe diameter squared feet/sec."
"For buried pipelines, velocity should be below 5 feet per second
Pipe size: 6 inches
Velocity= 2.06 ft/sec.
Page 1

Sheet8 (2)
Kilpatrick & MerriftFarms; AWS820005
Acreage Calculations 4/1812019
L
Widih
Length Acres Total Acres Start End Stop End
Total
UF
(midsection)
(midsection) Lac.1
ac.1
Pull Acres
1 270 336
2 250 277
2083
1 1.590
2.083 0.660
1.590 0.728
0.550
3.29
2.91
--
3 250 -312
1. 791
1�7911 0.728
-3.11
6- go 345
0.713 0,713 0.350
0.280
1.34
240 555
3.058 3.058 0.700
0.560
4.32
8
250 150
M61 0.861 0.728_
1.006 1.006 0.636
2.18
2.14
9
200 219
0.502
31
0,178
0.264 0.2r,4 0.728
0.588
0.84
1.
1
250 46
12
200
240
11. 102 1.102 0.636
0.502
0.588
0.588
2.24
3.56
3.61
3.49
13
14
250
250
391 2.244 2214 0.728
399 2.290 i2go 0.728
15
200
513 2.355 2.355
599 2.750 2.750
0636
5
0.502
16 200
OM636
0.502
3.89
17 150
-484 1.253 4.757
0.636
0.502
5.89
200
763 3.503 0.000
0.000
0.000
0.00
18 250
1117 6.411 6.411
0.728
0.588
7.73
19 250
39 0.224 224
0.728
0.588
54
20
2rA
117 0.682 2.126
0.660
0.550
3.34
270
1444 0.000
0.000-
omd-
0.00
21
250
419
2.405 2.405
0.728
0.588
3.72
22
149
0.629 0.629
0.535-0.294
1.46
�3
�200
471
2.163 2.163
0.636
0.502
3.30
24
--F200
195 186
0.833 4.106
-0.6T6
0.502
5.24
713
3.274 0.000
0.000
0.000
0.00
25
200 792
3.636 3.636
0.636
0.502
4.77
26
190 150
0.654 2.881
0.636
0.502
4.02
200
485
2.227 0.000
0.000
0.000
(1 NO
27 2
160
0.735 0.735
0.636
0.502
1.87
200
90
0.413 0.413
0.636
0.502
1 55
29 250
159
0.913 0.913
0.728_
0.588
1
2.23
30 182
31 250
394
407
1.646 1.65,46
2.336 2.336
0.530
0.728
0.294
0.588
2.47
3.65
145
0 579 3.638
4.95
250
_f56
533
1 3.059 0.000
0.000
i MOO
OM
33
5 20
�:
1 86f 1.862
0.728
O.f2� --
1 0.588 3.18
34
146
0456 2665
0.588 Ibb-
250
585
2.210 No
0.000 0.000 0.00
35
250
487 2.795 2.795
0.728 0.588
-,4.11
T6
250
-Y50
291 1.6-70 1.670
0.728 0.588
2.99
37
80 0.459 0.459
0.728 0.588
1.78
38
250
321 1.842 1.842
0.728-- 0.588
3.16
39
250
380 2.181 2.181
0.000
2.91
40
41
242
223.1--- 1.239 1.239
0.592 1 0.275
0.728 0.588
.11
19?
4 0.882 1.737
3.05
250
149 0.855 0.000
0.000 0-000 0.00
0.364 0.294 1.98
ITotal Acres 125."
42
100
578 1.327 1.327
Page 1

Kilpatrick
AWS820005
Netted acreage
Total Rd 30-31 - 7.04 At.
Wetted - 6.12 At
�bW-3i - 0.92 A. Z'
291
311
Merritt Forms
Total Rd 2-3 - $08 At.
Wetted 6.02 At.
%b2-3 2,06 A,
Wer w/100*
Total Rd 6-7 - 6.44 At
Wetted 5.66 At
S�M-7 0.7a
Tow Rd 22-29 � 28 07 Ac,
Wetted ;�2.4.44 M�
�t,22- 3�53
role rid 19-21 - 10.55 At.
I I
Wetted = 8.60 At
Subig-21 - 1e5 At,
Total Rd 32-M - 9M At.
Wetted = SA3 At
�b32-33 . 0.87 At
V./'oo
Kilpatri WInt
At
Total Rd I � 4,13 At.
Wetted - 3,29 At.
Subl - 2,55 A.,
31 3 '5
32 495
j Is
34 398
35 4 11
36 1.
37 ' .78
M 3.16
39 2.91 Told Rd 38-40 � 9 50 At.
40 2,11 Wetted = 118 At
41 3.05 SubU-40 - 1.32 At.
42 Led -
late 125.48 Total Rd 36-37 - 5,84 Ac.
Wetted - 4.77 Ac.
�1,36-37
4DO .07 At,
L',
Told Rd �41 7.41 At,j!!� Merritt
Wetted � 5.03 Ac.
%b*0- 4, = 2.341 At
GRAPHIC SCALE
Well ./lea,
.1'..t
Told Rd 8-13 - 15.89 At.
Wetted � 1154 At.
�b!1-13 = 3.35 A..
Total Rd 14-18 - 28.43 A,
Wqt d = 21.61 A..
Sab!4-18 - 3.02 A..
Told Rd 34-M - &93 Ac,
Wetted = 8 00 At.
Sul = 0,84 Ac.
( IN FEU )
nch m 000 It.
catch eatween puls t4 & 15.
J., 'Ullo 14 & 15,
1 - .. 1� - — - I - .