090153_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2019, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these pemrits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3,2019.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permitlee.
1. Farm Number: 09-0153 Certificate Of Coverage Number: AWS090153
2. Facility Name: Famr 5729&Farm 3093
3. Landowner's Name(same as on the Waste Management Plan): Murphy-Brown LLC
4. Landowner's Mailing Address: PO Box 856
City: Warsaw State: NC Zip: 28398-0856
Telephone Number: 910-293-3434 Ext. E-mail: keai vestedreelera rHa 1 revvnlle:eern
5. Facility's Physical Address:
City: State: Zip:
6. County where Facility is located: Bladen
7. Farm Manager's Name(if different from Landowner): David C Nordin
B, Farm Manager's telephone number(include area code): 910-293-5330 Ext.
9. Integrators Name(if there is not an Integrator,write"None"): Murphy-Brown LLC
10. Operator Name(OIC): Earl Sidney Hines Phone No.: 910-271-0942 OIC#: 25245
11. Lessee's Name(if there is not a Lessee,write"None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Farrow to Wean 8,988
Operation Types:
Swine Catlle Dry Poultry
Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area 'Redline"
Name Built Unknown) (Cubic Feet) (Square Feet) (Inches)
29
3093A Y r mcar k�q 3- Y C.1O. \ `13 -I-? a1.`-M O LyO )q� �
30
93B ,te r tvv3-tct9<6 C\A a 5 000 30.` %
79.29 1Q,�6
93 1
932
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d)to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example:irrigation map)
c. The soil series present on every land application field
it. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g.composting,digesters,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scan and entail one signed copy of the
application and all the CAWMP items above to: [e-mail]

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

Animal Waste Management Plan Certification
(Please type or print all information that does not require a signature)
General Information:
Name of Farm: Farm 5729& 3093 Facility No: 9-153
Owners) 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: Bladen
Latitude and Longitude: 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.): Left on Bryant Swamp Rd For 5 miles Turn left on Forest Dr. fpr 1.4 miles Turn
left on NC 242 for.4 miles and turn ri ht onto NC 131 for 4.0 miles. Farm entrance is on the left.
Operation Description
Type of Swine No.of Animals Type of Poultry No.of Animals
Type of Cattle No.of Animals
Wean to Feeder 0 Layer [] Dairy
Feeder to Finish 0 Pullels ED Farrow to Wean 8988 Beef
Farrow to Feeder
Farrow to Finish
ED Wean to Finish
El Gilts
0 Boars
Acreage Available for Application: 294.79 Required Acreage: 294.79
Number of Lagoons/Storage Ponds: 3 Total Capacity: Cubic Feet(ft3)
Are subsurface drains present on the farm: Yes or No (please circle one)
If YES: are subsurface drains present in the area of the LAGOON or SPRAY FIELD(please circle one)
Owner/Manager Agreement
(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 new facilities will require a new certification 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 fled 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: Mu In w , L
Signature: Date: \0 —l�{
Name of Manager(if i Arent from owner):
Signature: Date
AWC -- August 1, 1997 1

Technical Specialist Certification
I. 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 2H201 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
certification (SD, SI, WUP, RC, 1), the technical specialist should only certify parts for which they are
technically competent.
A Certification of Design
A) Collectio Storacle. Treatment System
Check th mropriate box
Existing facility without retrofit (SD or WUP)
Storage volume is adequate for operation capacity: storage capability consistent with waste
utilization requirements.
New, expanded or retrofitted facility (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): Toni W. King
Affiliation Murphy-Brown LLC Date Work Completed:
Address(Age y): P.O. Box 856, Warsaw, NC 2839E Phone No.:[phone]
Signature: _ Date:
B) Land Application Site(WUP)
The plan provides 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): Toni King
Affiliation Murphy-Brown LLC Date Work Completed:
Address(Agenc P.O. Box 856, Warsaw, NC 2839E Phone No.:[phone]
Signature: Date: 10 - 'A sr)i t
C) Runoff Controls from Exterior Lots
Check app priate box
the
without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
l] 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): _Toni W. King
Affiliation Murphy-Brown, LLC Date Work Completed:
Address (Agen y): P.O. Box 856, Warsaw, NC 2839E Phone No..[phone]
Signature: are t 1 Date: LO - tt L—ZOl
AWC--August 1, 1997 2

D). A I' lion and Handling E ui merit
Checkyu approphale box
Existing orexpanding facilit with existing waste application a ui ment(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 existing facility without existing waste application equipment for spray 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 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 part of the plan).
O New, expanded or existing facility without existing waste application equipment for 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): Toni W. King
Affiliation Murphy-Brown LLC Date Work Completed:
Address(Agency: P.O. Box 856 Warsaw, NC 2839E Phone No.: 910( ) 293-3434
Signature: �((L�hti �` Date: t O- tLA - -?i 4
E) Odor Contr`of Insect Control Mortality Man ement and Emeroencv Action Plan (SD
SI. WUP. RC or 1)
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): Toni W. King
Affiliation Murphy-Brown LLC Date Work Completed:
Address (Agen ): P.O. Box 856,W r aw, NC 2839E Phone No.:[phone]
Signature:, t Date:
F) Written Notice of New or Expandinq Swine Fake
The following signature block is only to be used for new or expanding swine farms that begin
construction after June 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 1o6-605.
A copy of the notice and a list of property owners notified is attached.
Name of Land Owner:
Signature: Date:
Name of Manager(if different from owner):
Signature: Date
AWC --August 1, 1997 3

Ill. Certification of Installation
A) Collection Storage, Treatment Installation
New ex anded or retrofitted facilit (SI)
Animal waste storage and treatment structures, such as but not limited to lagoons and ponds, have
been installed in accordance with the approved specifications. plan to meet or exceed the minimum standards and
For existing facilities without retrofits, no certification is necessary.
Name of Technical Specialist(Please Print):
Affiliation
Address(Agency): Date Work Completed:
Signature: Phone No.:
Date:
B) Land Application (WNP)
Chock the ano,r,pnate box
The 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 pan by
the proposed cover crop is appropriate for compliance with the waste utilization planmonth/day/year);
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
Affiliation Murphy-Brown, LLC ) Toni W. King
Address A en Date Work Completed.
( 9 ): P.O. Box 856, Warsaw, NC 2839E Phone No.: 910 293-3434
Signature:
Date: 1�— 4�k_-2 lrll
This following signature block is only to be used when the box for conditional ap
proval in III. B
fy that I
have
utilizationn plan, and f appropriate op ate o committed
establish the interim crop sh the fornerosiosystem
n control, and will submit to DEM a
verification of completion from a Technical Specialist within 15 calendar days following the date specified in
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:
Name of Manager(if different from owner): Date:
Signature:
Date
AWC --August 1, 1997
4

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) Application and Heading E ui ment Installation (WUP or 1)
Check the appropnate ck
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.
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 pad of the plan.
0 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): Toni W. King
Affiliation Murphy-Brown LLC Date Work Completed:
Address (Agency): P.O, Box 856, W rsaw, NC 2839E Phone No.: 910)293-3434
Signature: % / N�— Date: t
The following signature block is only used Wlen the box for conditional approval in III D above
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 OEM a verification of delivery and installation
from a Technical Specialist within 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 OEM.
Name of Land Owner:
Signature: Date:
Name of Manager(if different from owner):
Signature: Date
E)Odor Control. Insect Control and Mortality Manauement(SD SI WUP RC or I)
Methods to control odors and insects as specified in the Plan have been installed and are operational. The
Name of Technical Specialist (Please Print): Toni W. King
Affiliation Murphy-Brown LLC Date Work Completed:
Address (Age y): P.O. Box 856, Warsaw, NC 2839E Phone No. [phone]
Signature: _ Date: --t
13
AWC --August 1, 1997 5

Please return the completed form to the Division of Water Quality at the following Address:
Department of Err�Irgrj4menVge Ith ang Natural Resources
Water Quality SnCctt��'ogna eggppr���y fiance Group
Raleigh,NC271090535
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 6

Murphy-Brown, LLC 8/10/2016 2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
NUTRIENT UTILIZATION PLAN
Grower(s): Murphy-Brown, LLC
Farm Name: 5729&3093(Old BOC#29&93);Fac.No.: 9-153
Count : Bladen
Farm Capacity:
Farrow to Wean 8988
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Feeder to Finish
Storage Structure: Anaerobic Lagoon
Storage Period: >180 days
Application Method: Irrigation
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 DWQ 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.
1of11

i
i
,
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, meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR (gallons,ft',tons,etc.):
7mFeedertoFinish
Waste Produced erAnlmal Total
Wean 3203 gal/yr 28,788,564 gaUyr
eeder 3861 gal/yr gaUyr
Finish 10478 galtyr gaUyr
eeder 191 gal/yr gaUyr
Finish 927 gal/yr gallyr
Total 28,786,564 galtyr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
Ca aci T pe Nitrogen Produced perAnlmal Total
8988 Farrow to Wean 3.8436 Ibstyr 34,546 Ibs/yr
Farrow to Feeder 6.9498lbs/yr Ibs/yr
Farrow to Finish 18.86041bs/yr Ibs/yr
Wean to Feeder 0.3438 Ibs/yr Ibstyr
Feeder to Finish 1.66861bs/ r Ibs/yr
Total 34,546 Ibstyr
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: 294.79
Total N Required tat Year: 43823.69
Total N Required 2nd Year: 68113.04
Average Annual Nitrogen Requirement of Crops: 55,968.37
Total Nitrogen Produced by Farm: 34,646.28
Nitrogen Balance for Crops: (21,422.09)
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

5729 a0d 3093
8110I2016
Reception Area Spe6Hi WtlenS Year 1 of a 2 year oop mtatlon.
Tact FieHydrant
Irrigatetl Shc tstCrop Tlmato 1stCrop tstCrop Lbs N/Ac LbsN Total lbeN 2ntl Crop Time to 2rM Crop 2ntl Crop Lbs N/Ac Lb N T4 ImaN Total Total lbsN H tlrant Acres e T Cotle 1 Yieltl Ibs N/Unit Residual /Ac Utllimtl Code I Yield Ibs N/Unit Residual /Ac Utllt:d Lbs N/Ac u0du=' tl
10894 1 1 6.56 1 Na 1 O 151 38.0 1 3.84 1 1 145.92 957.24 0 O.W 1 145.92 957.24
10894 2 11.28 Na O -Se t15 38.0 3.84 145.92 1643.W 0 0.00 145.92 1643.W l OS94 1 3 1 5.88 1 Na 1 O 1 Av-SeMI5138.0 3.8a 145.92 855.09 0 O.W 145.92 855.09
10894 4 5.86 Ne O -S 15 38.0 3.84 145.92 855.09 0 0.DO 145.92 855.09
10894 1 5 1 728 1 EVA 1 O 1 AM-SW15142.0 1 3.&1 1 1 161.28 1 1174.12 1 0 0.W 161.28 1174.12
1W8 6 1 728 FxA1 O 15 42.0 1 3.84 1 1 161.28 1 1174.12 1 0 0.00 161.28 1174.12
1W94 7 1 7.81 1 FxA 1 O 1 Ap,SevtI5I42.0 1 3.84 1 1 161.28 I 1227.34 I 1 0 0.W 161.28 1227.34
t0894 1 8 1 7.61 1 EYA 1 O 1 Alpill'-sepi 42.0 1 3.84 1 1 161,28 1 1227.34 1 0 O.W 151.28 1227.34
10894 9A 3.97 1 FW 1 O t15 42.0 1 3.84 1 1 161.28 1 640.28 1 0 0.W 16L28 640.28
10894 9B 6.98 1 ExA 1 O 1 APr-SePtI5j42.0 1 3.84 1 1 161.28 1125.73 0 O.W 16128 1125.73
10894 10 4.67 No O r- t15 38.0 3.84 145.92 681.45 0 0.00 145.92 681A5
10054 1 11 1 6.38 1 Gh 1 O Ax-Sel 38.0 1 3.84 1 1 145.92 1 928.05 1 O.W 145.92 928.05
10054 12 1 14.89 1 Gh 1 O jApr-SeOH51 38.0 1 3.84 1 1 145.92 1 2172.75 1 0 1 0.00 145.92 2172.75
10054 13 1 14.89 1 Gh 1 O 1 Aor-Sepi 38.0 1 3.84 1 1 145.92 1 2172.75 11 1 0 1 O.W /45.92 2172.75
IW54 14 1 14.89 1 Gh 1 O 1 AW.S40ti5l38.0 1 3.1M 1 1 145.92 1 2172.75 0 1 O.W 1 145.92 2172.75
1W 15A 1 4.57 1 Gh 1 O 1 APir-Sal 38.0 1 3.lM 1 1 10..92 1 0 0.00 145.92 666.W
IO054 156 9.0 Na O rye t5 38.0 3.84 145.92 140 , 0 0.00 145.92 1408.13
10054 16 14.8 No O 15 38.0 3.84 145.92 2159.62 0 O.W 145.92 2159.62
10054 17 12.37 Na O rSe t15 38.0 3.84 145.92 1805.03 0 O.W 145.92 1805.03
IOD54 18 8.99 No O rSe t15 38.0 3.84 145.92 1311.82 0 0.00 145.92 1311.82
10DS4 19 8.99 Na O S 15 38.0 3.84 145.92 1311.82 0 O.W 145.92 1311.82
1 D054 20 8.79 No O S 15 38.0 3.84 145.92 1282.64 0 O.W 145. 22 1282.64
1 W54 21 8.98 No O r 15 W.0 3.84 145.92 1310.36 0 O.W 145.92 1310.36
10894 Subt-2 1.76 Na O r t15 W.0 3.64 145.92 256.82 D 0.00 145.52 256.82
1OBB4 Sub34 3.55 Na O r 15 W.0 3.84 145.92 518.02 0 O.W 145.92 518.02
10894 SubS6 2.33 ExA. O r 5 42.0 3.84 161.28 37578 0 O.W 161.28 375.78
10894 Si 2.41 EXA O 15 42.0 3.84 161.28 388.68 0 0.00 161.2E 388.68
108" Si 3.44 EtA O Se 5 42.0 3.1% 161.28 554.80 0 0.00 161.28 554.80
10894 Sub9S 2.29 FxA O 15 42.0 3.84 161.28 389.33 0 O.W 161.28 369.33
10894 Sub9C 1.4 ExA O 15 42.0 3.84 161.28 225.79 0 O.W 161.28 225.79
10894 Sub10 0.56 Nx O -Se t75 38.0 3.84 145.92 81.72 0 O.W 145.92 81.72
1W54 SubII-1 429 Gh O rSe 115 W.0 3.84 145.92 626.00 0 0.00 145.92 626000
10054 Sub15B-1 5.57 Na O Se t15 38.0 3.94 145.92 812.77 0 O.W 145.92 812.77
1W Su618-19 0.91 Na O -Se t15 W.0 3.0 145.92 =.n 0 O.W 145.92 132.79
1W54 Sub20-21 7.16 Na O AprSe 5 38.0 3.84 145.92 1044.79 0 0.00 145.92 1044.79
Loot
paean Pimp. 22A 5.05 Gh O t15 38.0 3.84 145.92 736.90 0 D.W 145.92 736.W
0ar4en Pimp, 22B 8.24 Gh O tl5 36.0 3.86 145.92 910.54 0 O.W 145.92 910.54
pWmPrpp. 23 624 Gh O IAvr-Sel W.0 3.84 1 1 145.92 910.54 0 1 O.W 1 145.92 910.54
0e..Pimp. 24 624 No 0 1 Apr-SW15 W.0 3.84 1 1 145.92 910.54 1 0 1 0.00 1 145.92 910.54
co. 25A 624 No O 15 38.0 3.84 1 145.92 910.54 1 0 1 0.00 1 145.92 910.54
0amen Pimp. 258 624 Na O 15 38.0 3.80 1 145.92 910.54 1 0 1 O.W 1 145.92 910.54
0emen Pim.Sub2 7.11 Gh O r 15 W.0 3.84 1 1 145.92 1037.49 1 0 1 O.W 1 145.92 1037.49
0.man Pimp.StW4-25E 12.M Na O r t15 36.0 3.84 145.92 1845.89 1 0 1 0.00 1 145.92 1845.69
Totals: 194.79 43829.69 0 43623.69
3(a)of 11

5729 and 3093
8/10/2016
Reception Area Specrtwtlon9 Year 2 of a 2 year crop rotation.
Tract Field Irrigated Soil 1st Crop Time to tst Crop 1st Crop Lt.N/Ac Los N Todl Ipa N 2nd Crop Time to 2nd Crop 2nd Crop Lbs N/Ac Los N Total Ibs N Total Total Ibs N
Acres a T Code 1 Yield Ibs WUnit Residual /Ac UBlized Code Yield Ibs N/Unit Residual /Ac mlizetl Lbs N/Ac Utilized
10894 1 6.56 Na D FeblSJune IT' 0.88 15 177.00 767.52 N S -A dl W 1.86 111.6 732,10 228.W 1499.W
1 D894 2 11.26 Na 0 FeblSJune 150.0 0.88 15 11Z00 1317A2 N Se t N 60 1.86 111.6 1258.62 226.W 25]a.04 10694 1 3 1 5.86 11 D Iaolo-nan`l 1W.0 1 0.88 1 15 7/7.00 685.62 N -A W 1.86 111.6 653.98 228.60 1339.60 10894 1 4 1 5.88 1 Na I D FebI&J,miej 150.0 1 0.88 1 15 11 TOO 685.62 N N W 1.86 tt1.6 853.98 228.W 1339.W
10894 5 7.28 ErA D Feol5June 156.0 0.88 15 122.28 890.20 N t W 1.B6 n1.6 812.45 233.88 1702.W 10684 8 ]28 Fx4 D FeDi5J.e 156.0 0.88 15 122.2a 890.20 N N W 1.88 1t1.6 812.0.5 233.88 1702.65
10894 7 7.61 ExP. D Febl5June 155.0 0.88 15 122.26 930.55 N -A N W 1.88 111.6 Ba928 233.88 1779.83
1089a a 7.61 FxA D FeD15 Anef 1560 1 0.88 1 15 122.2a 930.55 N 1.Bfi 1t1.8 84928 233.88 1779.83 10894 9q 3.97 EVA D Febl5June 156.0 0.89 15 122.28 485.0.5 N nl W 1.% 111.6 443.05 233.88 926.W
10894 96 6S8 EYA D Febi5June 156.0 0.88 15 12228 853.51 N W 1.86 111.E 778.97 233.88 1632.48 t 0894 10 4.87 Na D FeD15Jlale 150.0 0.88 15 117.00 546.39 N Sept-A 60 I. 111.6 521.17 228.W 106756
10054 11 6.36 1 Gh 1 D FebI5June 158.0 0.88 15 122.28 7T7.70 N nl W 1.86 111.6 709.78 233.88 1487.48
10054 12 74.89 Gh D Febl5June 158.0 0.88 15 122.28 182075 N t W 1.88 Ill i661.T2 233.88 3482.47
10054 1 13 1 14.89 1 Gh 1 D Feb15Jwe 15&0 1 0.88 1 15 122.28 182075 N W 1.86 111.E 1W1.72 233.88 3482.4]
1 W54 14 14.89 Gh D FebI June 155.0 0.88 15 122.28 1820.75 N -A .. . 233.88 2.47DFaiSne758.0 0.88 15 p 8Wt.881OD54 15A 4.57 Gh 2 5 S 10.01 233.88 1068.83
tOD54 I 75S 1 9.65 1 Na 1 0 jFebl5.jwej 150.0 1 0.88 1 15 0 11 .05N 60 ggo t1..6 t18581..8984 228.W 2205.99. 72W N WD Feb75ue150.0 0.88 15 17 % 228.60 3.281 0054 16 14.8 Na
10054 17 12.37 1 Na I D IF0154tviel 150.0 1 0.88 1 15 1 111.00 1 1447.28 1 N I Se W 1 1.86 111.6 138049 228.W 2827.78
70054 18 8.99 Na I D Febl5June 150.0 O.BB 15 117.00 1051.83 N -A W 1.88 1t 1.8 1003.28 228.60 2055.11
10054 19 8.99 Na D Febl5Juna 150.0 0.88 15 117.00 1051.83 N t-Apnl W 1.% tt1.6 1003.28 228.W 2055.11
10054 20 8.79 Na 1 D FebIS-Junel 150.0 0.88 75 111.00 1028.43 N N W 1.88 117.E %0.% 228.W 2009.39
10D54 2/ 8.0 No D Fetal-June 150.0 0.68 15 117.00 1OW.66 N N W 1.88 111.6 1002.17 228.W 2052.83
40WOU
Na D Febl5June 1W.0 0.88 15 117.OD 205.92 N W 1.86 111.6 1%.42 228.60 402.34
Su0 3.55 Na D Febl5Jwe 150.0 0.88 15 117.00 415.35 N W L86 111.6 396.18 228.W 811.53
Sub58 2.33 ESA D Feol5Jwe 158.0 D.88 15 122.28 284.91 N tW 1.% 111.6 260.03 233.88 544,94
SuD7-8 2.41 ExA D Feol5June 156.0 0.88 15 122.28 294.69 N Se 1 W 1.88 111.6 268.96 233.88 563.65
Sub9A 3.44 EXA D FeblSJune 158.0 0.88 15 122.26 420.64 N Se W 1. 711.6 38390 233.88 804.55
Sub98 2.29 6'A D FeblSJuna 156.0 0.88 15 122.28 2W.02 N S t W i.BB tt1.6 25556 233.88535.59
Sub9C 1.4 FxA D Feb15-Jude 156.0 O.BB 15 12228 17119 N t W 1.88111.6 156.24 233.88 327.43SuD10 0.56 Na D FBb75Jltne 150.0 0.88 15 117.00 65.52 N $e 60 1.88 111.6 62.50 228.60 128.02Subtt-1 429 Gh D FeolSJuna 756.0 0.88 15 122.28 524.58 N nl SO 1.% 111.6 478J6 2383 SO 100335Sub15B-t 5.57 No D Fetal Ju11e loom 0.88 15 117.00 W1.W N IA W t86 111.6 621.61 228.60 12MW
10054 Sub18-19 0.91 Na D Feol SJulre 7W.0 O.BB 15 1t7.00 106.47 N Se -A 80 1.88 117.E 701.56 228.W 208.03
10054 Sub20.21 7d6 Na D FeD15June iW.O 0.88 75 117.-0 637.72 N t dl W 1.88 111.E 799.06 228.W 1636.78
Leaned
D.en Pl 22A 1 5.05 1 Gh D IFW1&Juml 156.0 1 0.88 1 15 122.28 1 617.51 N I SWAM 1 60 1 1.86 111.6 563.58 1 233.88 1181.09
Damn Pm. 226 1 624 1 Gh D FeblS-Junel 156.0 1 0.88 1 15 1 122.28 1 763.03 N I SeptAw 1 60 1 1.88 1 1 111.6 696M 1 233.88 1459.41
D..mn",1 23 1 6.24 1 Gh D FeblS une 156.0 I 0.88 1 15 1 122.28 1 763.03 N I SWAM60 1 1.86 111.6 69638 233.88 1459.41
Dame.P .l 24 624 No D Feb15-Jude 150.0 1 0.88 1 75 1 117.00 1 730.08 1 N I Sept-Apri60 1 1.86 111.6 656.38 226.W 1426.46
Damn Pma. 25A 6.24 Na D FeolSJune 150.0 0.88 15 117.00 730.08 N Se t-A W 1.88 111.6 696.38 228.ad 1426.46
Daman 256 6.24 Nz I D Feb15-Junel 150.0 1 O.BB 1 15 1 117.00 1 730.08 1 N I SWAM I So I 1.88 I f 111.6 6%.38 I 228.W 1426.46
Daman Pw,jSub22A-Z. 7.11 Gh 1 D Febl5-J"l 156.0 1 0.88 1 15 1 122.28 1 869.41 1 N I Set DI 1 60 1 1.86 1 1 111.6 MAS I 233.88 1662.89
wm.n Paw.Sut,2a25E 12.65 Na D FeblS-Junel 150.0 1 0.88 1 15 1 117.00 1 1480.05 I N Set 60 1 1.86 111.6 1411.74 1 228.60 2091.79
TOble: 294.M 38214.48 32898.56 681l3.04
3(b)of i 1

5729 and 3093
8/10/2016
Reception Area Specifications Optional Grain Sorghum Substitute for Soybeans
Tan Field Wrigated Soil 1st Crop Time to 1st Crop let Crop LW N/Ad Lb,N Total lip N 2nd Crop Time to 2nd Crop 2nd Crop lbs MA. Lb.N Total Hvdra Ibe N T.Ml Tmal Re N
nt Acres e T Code I Yield lbe N nit Residual /Ac Utilized Code I Yeld Ibe WUnit Residual IAc Utlli2ad Lbs WAc Utilized
10894 1 6.56 Na M Mar15dW 60.0 1.67 %.W 633.70 0 O.W 96.60 633,70
10894 2 11.26 Ne M M S-A 60.0 1.61 %.W 107.72 0 O.W 96.W 1087.72
10894 3 5.88 Na M 1 a15-A W.0 1.61 %.60 5%.08 0 0.00 %,60 566,08
10896 4 5.88 Na M Marl W.0 1.61 %.W 566.% 0 O.W %.W 666.OS
10894 5 7.28 EIA M MarISAu 60.0 1.51 %.60 ]03.25 0 0.00 96.60 ]03.25
10894 6 7.28 ExA M MamS W.0 1.61 %.W 703.25 1 0 1 O.W 96.60 ]03.25
10894 7 7.61 1 EYA M Mari I W.O 1 1.61 1 %.W 1 735.13 0 0.00 96M 735.13
10894 8 7.61 1 FxA M 1 e 1 W.0 1 1.61 1 1 96.60 1 735.13 0 0.00 96.60 735.13
108" 9A 3.97 1 FxA M IVIIIM uql 60.0 1 1.61 1 1 96.60 1 383.50 0 1 O.W 96.60 383.50
10894 % 6.98 1 ExA M Mar1&Ayg 60.0 1 1.61 1 90.60 1 674.27 0 1 O.W I %.W 67427
10894 10 4.67 Na M MarIS 60.0 1.61 %.60 451.12 0 0.00 %.60 67427
10054 11 6.36451.12
Gh M Mar7S 60.0 1.61 %.W 614.38 0 O.W %.60 614.38
10054 12 14.69 Gh M WMr W.0 Lail %.W 1 1438.37 1 1 1 1 1 0 1 0.W be so 1438.37
1OD54 1 13 14.89 1 Gh M Marl5-Aug 60.0 1.61 1 96.60 1438.37 1 0 1 0.00 1 96.60 1438.37
10054 1 /4 1 14.89 1 Gh M Ma,15-Aw 60.0 1.61 %.60 1438.37 10 1 0.00 F %,80 1438.37
10054 15A 4.57 1 Gh M MaMS-Aug W.0 1.81 %.W 1 0 1 O.W I %.W 4WI.46
10D54 15B 9.85 I Na M Ma Aug60.0 1.61 96.60 932.19 1 0 1 0.00 1 %.W 932.19
10054 16 14.6 1 Na M Ma,15-AA 60.0 1.61 96.60 1429.68 0 0.00 %.W 1429.68
10054 1] 123] Na M Mart W.0 1.87 %.W 1794.94 0 O.W 96.W 1194.94
10054 18 8.99 1 Na M MarlbAuo W.0 1.61 96.60 8W.43 0 O.W %.W e86.a3
10054 19 8.99 1 Na M NIaM5-Aug W.0 1.61 %.60 86t1.43 I 1 0 O.W 1 %.W 8W.43
10054 20 8.79 Ns M Marl!iA W.0 1.61 96.60 849.11 0 0.00 %.W 849.11
10054 21 8.96 Na M Marl 60.0 1 1.61 %.60 867.47 0 O.W %.W 867.4]
10894 Su01-2 1.78 Na M Marl W.0 1.81 96.60 170.02 0 O.00 %.W 170.02
4 .55 Na losm Sub3 3a M ar15- u W.0 1.81 96.60 342.% 0 0.00 1 WOO 342.93
10894 SubSB 2.W FxA M MaM5-Aog W.0 1.61 96.60 225.08 1 0 O.W 1 96.60 225.08
1%94 Sub7-8 2.41 EYA M MarlbAuo 60.0 1.61 96.60 Mal 0 0.00 1 %.W 232.81
10894 Sub9A 3.44 ExA. M Mari!i/ g W.O 1.67 %.W 332.W 0 O.W I %.W 332.W
10694 Sub98 229 FxA M lvIaM5-Aug 60.0 1.61 %.W 221.21 0 0.00 %.W 221.21
10694 Sub9C 1.4 EYA I M Marl5 600 1.61 %.W 135.24 0 0.00 %.W 135.24
10894 Sub70 0.56 Na M Marl 60.0 1.61 96.60 54.10 0 O.W %.W 54.10
10054 Subll-15A 429 Gh M Nlarl5-Aug 60.0 1.67 %.W 414.41 0 0.00 96.60 414.41
10054 SutM5B-IA 5.57 Na M MarlS-Aug W.0 1.61 %.W 538.06 0 0.00 %,W 538.06
10054 Sub18-19 0.91 Ne M Marl W.0 1.61 %.W 8].91 0 0.00 98.60 87.91
10054 Sub20-21 7.16 Na M MarlSAug WA 1.61 1 %.W 691.66 0 O.W 96.60 691.66
Leased
oemen Prop. 22A 5.U5 Gh M M mr1 W.0 t.81 96.60 f 487M 0 0.00 96.60 487.83
Daman pmp. 22B 6.24 Gh M Mer15-Au W.0 1.61 %.W W2.]8 0 O.W 96.60 6D2.78
oemen PW 23 6.24 Gh M Ma15-Aug 1.61 %.W 602.78 1 1 0 O.W %.W 602.78
oemen Pm. 24 6.24 Na M Me115-A 60.0 1.61 %.W 602.78 1 0 0.00 90.60 602.78
DwnPro. 25A 624 Na M Marl5-Aug W.0 1.81 %.W 602.78 1 0 0.00 1 %.W 602.78
oemen P.P. 258 624 1 Na I M MaMSAuq 60.0 1.61 %.W 602.78 1 0 0.00 1 %.W 602.78
[»menu 22A- 7.11 Gh M MariS 60.0 1.61 96.60 686.83 1 0 O.W 1 96.60 8%.83
oemen pmp.Sul,2F25E 126.5 Na M Mari W.0 1.61 %.W 1221.99 1 0 0.W 1 96.60 1221.99
Tools: 294.]9 21M8.7f 0 28a16.71
3(c)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 interplanted 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 definalely 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 interplant 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 Lbs N utilized/unit yield
A Barley 1.6 Ibs N/bushel
B Hybrid Bermudagrass-Grazed 50 Ibs N/ton
C Hybrid Bermudagrass-Hay 50 Ibs N/ton
D Corn-Grain 1.25 Ibs N/bushel
E Corn- Silage 12 Ibs N/ton
F Cotton 0.12 Ibs N/Ibs lint
G Fescue-Grazed 50 Ibs N/ton
H Fescue-Hay 50 Ibs N/ton
I Oats 1.3lbs N/bushel
J Rye 2.4 lbs N/bushel
K Small Grain -Grazed 50 Ibs N/acre
L Small Grain-Hay 50 Ibs N/acre
M Grain Sorghum 2.5 Ibs N/cwt
N Wheat 2.4 Ibs N/bushel
0 Soybean 4.0 Ibs N /bushel
P Pine Trees 40 Ibs N/acre/yr
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.
4of11

1
SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm S ecitications PAN/ r/animal Farm TotaU r
8988 Farrow to Wean 0.84 7549.92
Farrow to Feeder 1
Farrow to Finish 4.1
Wean to Feeder 0.072
Feeder to Finish 0.36
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 7549.92 pounds of plant available nitrogen per year 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 37749.6 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 125 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre,you will need 301.9968 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
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.
5of11

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Tract HyLrantSoil Application Rate Application Amount
Type Crop in/hr Inches
10894 1 Na 0 0.4 1
10894 2 Na 0 0.4 1
10894 3 Na 0 0.4 1
10894 4 Na 0 0.4 1
10894 5 ExA 0 0.35 1
10894 6 ExA 0 0.35 1
10894 7 ExA 0 0.35 1
10894 8 ExA 0 0.35 1
10894 9A ExA 0 0.35 1
10894 9B ExA 0 0.35 1
10894 10 Na 0 0.4 1
10054 11 Gh 0 0.4 1
10054 12 Gh 0 0.4 1
10054 13 Gh 0 0.4 1
10054 14 Gh 0 0.4 1
10054 15A Gh 0 0.4 1
10054 158 Na 0 0.4 1
10054 16 Na O 0.4 1
10054 17 Na 0 0.4 1
10054 18 Na 0 0.4 1
10054 19 Na 0 0.4 1
10054 20 Na 0 0.4 1
10054 21 Na O 0.4 1
10894 Subl-2 Na 0 0.4 1
10894 Sub3A Na 0 0.4 1
10894 Sub" ExA 0 0.35 1
10894 Sub7-8 ExA 0 0.35 1
10894 Sub9A ExA 0 0.35 1
10894 Sub9B ExA 0 0.35 1
10894 Sub9C ExA 0 0.35 1
10894 Sub10 Na 0 0.4 1
1oo54 Sub11-15A Gh O 0.4 1
1oo54 Sub1513-17 Na 0 0.4 1
10054 Sub18-19 Na 0 0.4 1
10054 Sub20-21 Na 0 0.4 1
Leased
Darden Prop. 22A Gh 0 0.4 1
Darden Prop. 22B Gh 0 0.4 1
Darden Prop. 23 Gh 0 0.4 1
Darden Prop. 24 Na 0 0.4 1
Darden Prop. 25A Na 0 0.4 1
Darden Prop. 25B Na 0 0.4 1
Darden Prop.Sub22A-23 Gh 0 0.4 1
Darden Prop,S024-256 Na 0 0.4 1
6of11

Additional Comments:
This plan revised to show the replacement of pulls A-L with a linear machine
now listed as hyds 18-21. All other parameters remained the same
A corn, wheat and soybean rotation may be utilized so long as the
leased land is included.
OPTIONAL:A winter cover crop may be planted if desired The application
rate shall be 30lbsN/ac applied from Sept-April and the total amount applied
must be deducted from the following crops starting PAN rate If this cover crop
is harvested, then a total of 100 IbsN/ac may be applied and no reductions
will be needed to the following crops starting PAN rate
OPTIONAL: Grain sorghum may be substitued for soybeans if desired The
PAN rates and application windows are shown on page 3c
7/13/2016-This plan revision converts the finishing space to farrow to wean
No crop changes have been made however the production and application
rates have been updated to reflect the current recommendations
7 of 11

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: 5729&3093(Old BOC#29&93);Fac.No.: 9-153
Owner: Murphy-Brown, LLC
Manager:
Owner/Manager Agreement:
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 DWQ 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 NCDWQ upon request.
Name of Facility Owner: Murphy-Brown, LLC
Signature: C
Date
Name of Manager(if different from owner):
Signature:
Date
Name of Technical Specialist: Toni W. King
Affiliation: Murphy-Brown, LLC
Address:_ 2822 Hwy 24 West, PO Box 856
Warsaw, NC 28398
Telephone:_ [phone]
Signature:
Date
8 of 11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
1 Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
2 There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of 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, NRCS 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.
5 When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland.When waste is applied to conservation tilled
crops or grassland, the waste may be broadcast provided the application does not occur
during a season prone to flooding (See "Weather and Climate in North Carolina" for
guidance).
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control odor and
flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
9of11

i
NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
9 Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth. The potential for salt damage
from animal waste should also be considered.
10 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.
t2 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 washdown facilities, showers, toilets, sinks, etc., shall
not be discharged into the animal waste management system.
10 of 11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
17 A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc.,
are limited to areas where considered appropriate. Lagoon areas should be kept mowed
and accessible. Berms and structures should be inspected regularly for evidence of
erosion, leakage, or discharge.
16 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

Farm 5729
Fac. No.: 9-153
Scale: 1 "=400'
Total 9A - 7.A1 Ac. copped
Wetted - 3.97 Ad.
Sub = 3.44 Ac,
D Total 9B = 9.27 Ad.
Total 9C = 1.40 Ad. copped' II Wetted = 6.98 Ac.
D Sub = 2.29 Ad.
II II
F D
D D
II
a II
Total 7-8 = 17.63 Ac. D =
Wetted = 15.22 Ad. 8 D D
Sub = 2.41 Ac. 7.61 Ac.
D
7
7.61 Ac.
Total 5-6 = 16.89 Ad. Septic Field
Wetted - 14.56 Ad. 6
Sub - 2.33 Ad. 7.28 Ac
Total 10 = 5.23 Ad. 7.26 Ac.
Wetted = 4.67 Ac.
Sub = 0.56 Ad.
4
D 5.66 Ac.
a
3
5.66 Ac.
Total 3-4 = 15.27 Ad.
Wetted = 11.72 Ad.
2 Sub = 3.55 Ad.
Ditch 11.26 Ac.
�1dfc1711
1 .� cp2
6.56 Ac. � Yi
Total 1-2 = 19.58 Ac. �t
Wetted = 17.82 Ac.
Sub = 1.76 Ad. 002919
°f'31G% 9
�pR1NK1.k�

Farm 6093
Fac. No.: 9e—�153 WO My
Scale: 1"s800e 23 6.24
24 6.24
25A 6.24
250 4.24
11 4.34
12 14.59
13 11.59
4 14.69
5A 4.57
15e 9.65
I9 N.so
17 12.37
is
&99
19 5.99
20 9.79
21 &9e
Tot& 164.42
Total FWd 22A-23 24.54 At.
Welbtl 17.53 At.
$ub 7.t1 Ae.
4 Total FMd 24-258 31.37 At.
Walled - 18.72 At.
Sub = 12.65 At.
7
25A
t 6 55
i8 159
19 16
Tala1 Field 156-17 - 42.39 At.
Wetlad - 35,52 At, 14
Sub 5.57 AC
Total Field 15-19 • 1&59 At. 13
9 Wetted a 17.99 Ac.
SLb = 0.91 At. Total Ftaid 11-15A - 59.90 At. ,
21 Yelled = $5.60 Ao. 12
Total FIe16 2D-21 - 24.93 At. Sub = 4.29 At. It
welled- 7.8 At. M.
S �I a�
ub 1 .77 IP
49
902919p
df910t14
SpRINKiEA

Farm 5729
Foc, No.: 9-153
Scole: 1"=400'
Total 9A - 7.41 Ad. Copped
Wetted — 3.97 Ad.
Sub = 3.44 Ad.
R Total 9B = 9.27 Ac.
Total 9C = 1.40 Ad. Copped a Wetted = 6.98 Ad.
R Sub = 2.29 Ad.
a a
R a
R a
a a a
Total 7-8 = 17.63 Ad. a
Wetted = 15.22 Ad. 8 a R R
Sub = 2.41 Ac. 7.61 Ac. a
7
7.61 Ac,
Total 5-6 - 15.89 Ad. Septic Field
Wetted a 14.56 Ad. 6
Sub - 2.33 Ad. 726 AC
5
Total 10 = 5.23 Ad. 7.28 Ac
Wetted = 4.67 Ac.
Sub = 0.56 Ad.
4
a 5.66 Ac.
R
3
5.65 Ac.
Total 3-4 = 15.27 Ac.
Wetted = 11.72 Ad.
2 Sub = 3.55 Ad.
Ditch M26 Ac.
6.56 AC. �((� 7'
Total 1-2 = 19.58 Ac. * I a
Wetted = 17.82 Ad. 002919
Sub = 1.76 Ad.
°FSIG"C9
'f' *1NK���

NUTRIENT UTILIZATION PLAN AMENDMENT
Grower(s): Smithfield Hog Production
Farm Name: 5729&3093 (Old BOC#29&93),Fac.No.: 9-153
County: Bladen
Farm Capacity:
Farrow to Wean 4000
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Feeder to Finish 16,000
Storage Structure: Anaerobic Lagoon
Storage Period: >180 days
Application Method: Irrigation
Land on the following table to be applied on with a honey wagon.
Ow erl ger Date
Technical Specia' Date

Reception Area Specifications
Tract Field Inlgated Soil 1st Crop Time to tst Crop 1st Crop Lbs N/Ae Lbs N TOUI Its N 2nd Crop Time W 2nd Crop 2nd Crop Lbs N/Ac WON TOUI IW N Total TOUT 1 N
Acnmge Type Code Apply Yield Ibs NfUnit Residual /Ac Utilzed Code Apply Yield Ibs N/Unit Residual /Ac Utilized Lbs NIAe Utilized
Britt Brittl 16.5 WkB C Mamh-Selpt 3.9 50 195 3217.5 0 0 195 3217.5
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 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
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 0
0 0
0 0
0 0
0 0
0
0
0 0
0 0
Totals: f6.5 3217.5 0 3217.5

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NUTRIENT UTILIZATION PLAN AMENDMENT
Grower(s): Murphy Brown, LLC
Farm Name: 5729&3093,AWS090153
County: Bladen
Farm Capacity:
Farrow to Wean 4000
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Feeder to Finish 16000
Wean to Finish
Gilts
Boars
Storage Structure: Anaerobic Lagoon
Storage Period: >180 days
Application Method: Irrigation
This amendment allows the producer to apply to the leased fields of Murphy Smith and Steve Smith.
The application and field information is in the attached table and maps.
Owner/M//anag//er Date
�?—� /�/1/Zoib
Technical Specialist Date

Reception Area Specifications Murphy Smith&Steve Smith Leased Lands
Tract Field Irrigated Soil list Crop Time to 1st Crop 1st Crop Lbs N/Ac Lbs N Total lW N 2nd Crop Timeto 2nd Crop 2nd Crop Lbs N/Ac Lbs N Total Ibs N Total ITMIlbsN
Acrea,tie Type Code Apply Yield lbs MUnit Residual /Ac Utilized Code Apply Yield Ibs N/Unit Residual /Ac Utilli Lbs N/Ac Mlizetl
Smith SBL1 7,58 Aut lie Cover Crool Sept-Apr 1.0 30 30 227.4 0 0 30 227.4
Smith SBL2 8.13 fflRa,nCove
la Cover Cro Sept-Apr 1.0 30 30 243.9 0 o 30 243.9
Smith SBL3 6.83 Cover Cho Sept-Apr 1.0 30 30 204.9 0 0 30 204.9
Smith SBL4 3.94 Cover Cro Sept-Apr 1.0 30 30 116.2 0 0 30 118.2
Smith SNL5 3.92 r Cover Cro Sept-Apr 1.0 30 30 117.6 0 0 30 117.6
Smith SSL6 2.74 r Cover Cro Se -A r 10 30 30 82.2 0 0 30 82.2
Smith SBL7 4.4 Cover Cro Sept-Apr 1.0 30 30 132 0 0 30 132
Smith SBLB 13.3 Cover Cro Sept-Apr 1.0 30 30 399 0 0 30 399
Smith $BL9 2742 r Cover Cho Sept-Apr t0 30 30 822.6 0 0 30 822.E
Smith SBL10 2.95 Goldsboro Cover Crop $e t-A r 1.0 30 30 88.8 0 0 30 68.5
Smith SBL11 24.78 oro Cover Crop Se -A r 10 30 30 743.4 0 0 30 743.4
Smith SBL12 21.54 oro CoverCro Sept-Apr 1.0 30 30 646.2 0 0 30 64S2
Smith SBL13 35.04 Rains Cover Cro Sept-Apr 1.0 30 30 1061.2 0 0 30 1051.2
Smith SHR1 4.41 Exum Cover Cro Sept-Apr 1.0 30 30 132.3 0 0 30 132.3
Smith SHR2 1.92 Grantham Cover Cro Sept-Apr 10 30 30 5Z8 0 0 30 576
Smith SHR3 3.33 Grantham Cover Cro Sept-Apr 1.0 30 30 99.9 0 0 30 99.9
Smith SHR4 7.6 Nahunta Cover Cro SW-Apr r 1.0 30 30 228 0 0 30 228
Smith SHR5 20.96 Grantham Cover Cro Sept A r 190 30 30 628.8 0 0 30 1 628.8
Smith SHR6 2.91 Goldsboro Cover Cro Sept-Apr 1.0 30 30 87.3 0 0 30 87.3
Smith SHR7 16.26 Nahunta Cover Cro Sept-Apr 1.0 30 30 487S 0 0 30 48798
0 0
0 0
NOTE:Amount aDDIIIIIIetl to cover Cro must be deducted from follonq crops startiN PAN rate 0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
a 0
a 0
❑ 0
a 0
0 0
0 0
0 0
0 0
0 0
0 ❑
0 0
0 0
0 ❑
Totals. 219.98 fil 0 8598.8

3 i
K � i
r R
Goa�Ie�eart�
O„20y�5sGaogle I 2000 ft

5729 & 3093
Smith Leased Land- off Hogwallow Rd
Y
a 131
l
SHR7
5N 16.26 Ac. ••
c ,I�r �• " ':i SHR6 SHR4 3 - J
2.91 Ac . � � 7.60 Ac
SHR5
4.41
r` I
a
P
0

WASTE UTILIZATION PLAN
ANIMAL WASTE UTILIZATION AGREEMENT
(Needed only if additional lard has to be leased,etc.)
Aw`''= hereby give Smithfield Foods HPD
per�o to apply animal waste from Smithfield's Waste Utilization System on acres
of my land for a period of following the signing of this document.
I understand that this waste contains nitrogen, phosphorous, potassium, and other
trace elements and when properly applied should not harm my land or crops. I also
understand that the use of waste will reduce my needed for commercial fertilizer. /
Landowner: /' ILNVLI .�, �G .L: �Date:
Waste Producer. `/ �;r/ / Date:
�:.'y :,?/};'cam.. X....r—�

Grower: 5729 Designedy: KB
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/17/08
County: Bladen Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
Farm Population:
Nursery: 0
Wean to Finish: ------------------- 0
Finishing: ------------------- 0
Farrow to weaniing: ------------------- 4000 Hd.
Farrow to feeder: ------------------- 0
Farrow to finish: ------------------- 0
Boars: ------------------- 0
Storage Period: ------------------- 180 Days
25 Yr./24 Hr Storm Event ------------- ----- 7.5 In.
"Heavy Rain"Factor Not Applicable
Rainfall in Excess of Evaporation ------------------- 7.0 In.
Additional Water Usage: ------------------- 0
Additional Drainage Area: ------------------- 0
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape? (Y/N)------•----- N
Does Operator Want Emergency Spillway? (Y/N)------------ N
Was This Design Built Prior to Sept. 1996? (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: Not Applicablo
Side Slopes: ------------------- 3 :1 (H:V)
Inside Top Length: ----- -- - ... 700.0 Ft.
Inside Top Width: .... ----------- 460.0 Ft.
Top of Dike Elevation: ---------------- Depth 64.60 Ft.
Finished Bottom Elevation: --•------------- 10.00 Ft. 44.60 Ft.
Start Pump Elevation: ---------------- 19.8 In. 52.85 Ft.
Stop Pump Elevation: ---------------- 44.4 In. 50.80 Ft.
LAGOON VOLUME REQUIRED VOL. DESIGN VOLUMES % REQ'D.
Storm Stor= 201250 (Cu.Ft.) 203,777 (Cuff.) 101.26%
Temporary= 610799 (Cu.Ft.) 622,400 (Cu.Ft.) 101.90%
Permanent= 1732000 (Cu.Ft.) 1,740 203 (Cu.Ft.) 100.47%
Total Volume= 2,544,049 (Cu.Ft.) 2,566,381 (Cu.Ft.) 100.88%
1/2 Treatment Volume= 866,000 (Cull.)
1/2 Treatment Volume Elevation = 47.78 Ft. 80.64 In.
90 Temporary Storage Volume Elevation= 51.55 Ft. 35.37 In.
Min. Required Liner Thickness ------------------- 1.5 Ft.
Lagoon Surface Area: (Inside TOD) ------------------- 322,000 S.F.
Murphy-Brown,LLC Engineering P.O.Box 856,Warsaw,NC 28398 [phone]

Grower: 5129 Designed y: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/17/08
County: Bladen Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME:
I
LAGOON STAGE-AREA VOLUMES
Contour
Elevation (FT.) Area SF Incr. Vol. (Cu. FT) Cumul. Vol. (Cu. FT)
44.50 256,000 0
45.00 269,129 128,782 128,782
46.00 265,441 262,285 391,067
47.00 271,825 268,633 659,700
48.00 278,281 275,053 934,753
49.00 284,809 281,545 1,216,298
50.00 291,409 288,109 1,504,407
51.00 298,081 294,745 1,799,152
52.00 304,825 301,453 2,100,605
53.00 311,641 308,233 2,408,838
54.00 318,529 315,085 2,723,923
54.50 322,000 160,132 2,884,056
These volumes were calculated using the vertical average end area method.
TOTAL REOb VOL 2,544,049 CF CUMULATIVE VOL. ZONE VOL. 100.88%
END PUMP = _ _ = 50.80 FT 1,740,203 CF TR'MT 1,740,203 100.47%
START PUMP = = 52.85 FT 2,362,603 CF TEMP 622,400 101.90%
MAX STORAGE = 53.50 FT 2,566,381 CF STOR 203,777 101.26%
Murphy-Brown,LLC Engineering P.O.Box 856,Warsaw,NC 28398 [phone]

Grower: 5729 Designed By: =SF
Address: PO Box 856 Checked By:Warsaw, NC 28398 Date:County: Bladen Sheet
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
P�nimal Type Capacity cu. t. = o a
Nursery 0 30 1.00 0
Wean to Finish 0 115 1.00 0
Finishing 0 135 1.00 0
Farrow to weanling 4.000 433 1.00 1,732,000
Farrow to feeder 0 522 1.00 0
Farrow to finish 0 1,417 1,00 0
Boars 0 400 1.00 0
Total Required Treatment Volume(cu.ft.)= 1,732,000
Sludge Storage Volume:
Animal Type Capacity ALW (cu.ft,/Iby-
Nursery0 30 0.00 0
Wean to Finish 0 115 0.00 0
Finishing 0 135 0.00 0
Farrow to weanling 4,000 433 0.00 0
Farrow to feeder 0 522 0.00 0
Farrow to finish 0 1,417 0,00 0
Boars 0 400 0.000 0
Total Required Sludge Storage Volume(cu.ft.)= 0
Temporary Storage Volume:
Manure Production:
Animal Type Capacity Ste. Period ay)=Total
Nursery 0 180 0.30 0
Wean to Finish 0 180 1.17 0
Finishing 0 180 1.37 0
Farrow toweanling 4,000 180 4.39 3,163,787
Farrow to feeder 0 180 5.30 0
Farrow to finish 0 180 14.38 0
Boars 0 180 4.06 0
Total Manure Production(gals.)= 3,163,787
Total Manure Production (cu.ft.)= 422,966
Excess Fresh Water:
Animal Type Capacity' Sto. Peri—od-Uda )=Total
Nursery 0 180 0.00 0
Wean to Finish 0 180 0.00 0
Finishing 0 180 0.00 0
Farrow to wean ling 4,000 180 0.00 0
Farrow to feeder 0 180 0.00 0
Farrow to finish 0 180 0.00 0
Boars 0 180 0.00 0
Total Fresh Water Excess (gals.)= 0
Total Fresh Water Excess (cu,fl.)= 0
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: 5720 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/17/08
County: Bladen Sheet 4 of 7
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area+Additional Drainage Area) Rainfall/121n./ft
Vol.= (322000 sq.ft. + 0 sq.ft.) ' 7 in, /12 in./ft.
Total Required Volume for Rainfall In Excess of Evap. (cu.ft.)= 187,833
Storm Storage:
Vol.=(Lagoon Surf.Area+Addl'I Drainage Area)'25Yr./24Hr.Storm(in)112indit.
Vol.= (322000 sq.ft + 0 sq.ft.) ' 7.5 in. /12 in./ft.
Total Required Volume for 25Yr.124Hr.Storm Event(cu.ft)= 201,250
"Heavy Rain"Storage:
Vol.=(Lagoon Surf.Area +Addt'I Drainage Area) "'Heavy Rain"Factor(in)!121n./fl.
Vol.= (322000 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
0 0
Total Required Storm Storage
(25Yr./24Hr. Storm+'Heavy Rain')= 201,250 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water+ Rainfall Excess +Additional Water Storage)= 610,799 (CU.FT)
Total Required Permanent Storage
(Treatment+ Sludge)= 1,732,000 (CU.FT)
TOTAL REQUIRED VOLUME=2544049(CU.FT.)
Murphy-Brown, LLC Engineeriny P.O. Sox 856, Warsaw NC 28398 [phone]

Grower: 5729 Designed By: KBW
Address: PO Box 856 Checked By: Eof7
DSE
Warsaw, NC 28398 Date: 12/17/08
County: Bladen Sheet
LAGOON DESIGN SUMMARY
Top of Dike Elevation ------ ----------- 54,50 FT.
Emergency Spillway Crest Elevation ------------------- Not At Applicable
Top of 25Yr./24Hr. Storm Storage -----------------•- 53.60 FT,
Top of"Heavy Raid'Storage ----------------- Not Applicable
Start Pump Elevation -----------•------- 52.85 FT.
End Pump Elevation ------------------ 50.80 FT,
Top of Sludge Storage ---•- ------------- Not Applicable
Seasonal Hlgh W alerlable Elev. ------------------- 0.00
Finished Bottom Elevation ------------------- 44.50 FT.
Inside Top Length ------------------- 700.00 FT.
Inside Top Width ------------------- 460.00 FT.
Side Slopes ------------------- 3:1 H:V
Lagoon Surface Area ------------------- 322,000 SF
Min.Liner Thickness(if required) ----------------• 1.6 FT.
Freeboard Depth ---•--------------- 1.00 FT,
Temporary Storage Period ------------- ..... 180 Days
TOTAL DESIGN VOLUME=2566381 (CU.FT.)
Zone Depths:
Treatment/Sludge Storage Zone Depth----------- 6.3 FT.
Temporary Storage Zone Depth ---------- 2.1 FT.
Freeboard/Storm Storage Zone Depth ----------- _ 1.7 FT.
Total Lagoon Depth ---------— 10.0 FT.
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: 5729 Designe KBW
Address: PO Box 856 Checker DSE
Warsaw, NC 28398 Date: 12/17/08
County: Bladen Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV=54.50
\ TOP OF STORM ELEV=53.50 / \
1 /
STRT PMP EL.=52.85 \ TOP OF TEMP STORAGE ELEV=52.85 /
1 /
END PMP EL. =50.80 \ TOP OF TREAT ELEV=50.80 SHWT= 0.00
FINISHED BOTTOM ELEV=44.50
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

!I
Grower: 5729 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/17l08
County: Bladen Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the United Slates
Natural Resources Conservation Service PRACTICE STANDARD 359-WASTE TREATMENT
LAGOON,revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
��rnunurr
:'oOQ'�•HC'q,'40�.
Z;QQ�FESSrp2 ���:
NOTE: See attached Waste Utilization Plan
DESIGNED:
DATE: 17-//7/0� �r��Sii E��``�`` •
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
original certification of the farm.
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: 3093A Designedy: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 08/04/16
County: Bladen Sheet 1 of 12
ANAEROBIC WASTE LAGOON DESIGN 1st STAGE
FARM INFORMATION
Farm Population
Nursery: ------------------- 0
Wean to Finish: ___________________ 0
Finishing: ------------------- 0
Farrow to weanling: ------------------- 4988 Hd.
Farrow to feeder: ___________________ 0
Farrow to finish: ------------------- 0
Boars: ------------------- 0
Storage Period: __________________ 180 Days
25 Yr. /24 Hr Storm Event ------------------- 7.5 In.
"Heavy Rain" Factor Not Applicable Even if Value Shown 7.6
Rainfall in Excess of Evaporation ------------------- 7.0 In.
Additional Water Usage: __________________ 0
Additional Drainage Area: ___________________ 0
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape? (Y/N)------------ N
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 5-0
Freeboard: ------------------- 1.0 Ft.
Emergency Spillway Flow Depth: Not Applicable Even if Value Shown 0.3
Side Slopes: ------------------- 3 :1 (H:V)
Inside Top Length: ------------------- 640.0 Ft.
Inside Top Width: ------------------- 350.0 Ft.
Top of Dike Elevation: ---------------- Depth 53.50 Ft.
Finished Bottom Elevation: ---------------• 10.00 Ft. 43.50 Ft.
Start Pump Elevation: ---------------• 19.8 In. 51.85 Ft.
Stop Pump Elevation: ---------------- 24 In. 61.50 Ft.
Additional Permanent storage provided In 2nd stage
LAGOON VOLUME REQUIRED VOL. DESIGN VOLUMES % REQ'D.
StormStor= 140000 (Cu.Ft.) 140,893 (Cu.Ft.) 100.64%
Temporary= 0 (Cu.Ft.) 74,296 (Cu.Ft.)
Permanent= 1814236 (Cu.Ft.) 1,619,564 (Cu.Ft.) 83 76%
Total Volume= 1,964,235 (Cu.Ft.) 1,734,743 (Cu.Ft.) 88.77%
1/2 Treatment Volume= 907,118 (Cu.Ft.)
112 Treatment Volume Elevation= 47.51 Ft. 71.84 in.
Min. Required Liner Thickness ------------------- 1.5 Ft.
Lagoon Surface Area: (Inside TOD) ------------------- 224,000 S.F.
Murphy-Brown,LLC Engineering P.O.Box 856,Warsaw,NC 28398 [phone]

Grower: Designed y:
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: OS/04/16
County: Bladen Sheet 2 of 12
ACTUAL DESIGN VOLUME CA
BASE VOLUME: Cu. Ft. LCULATIONS
LAGOON STAGE-AREA VOLUMES
Contour
Elevation (FT.) Area SF Incr. Vol. (Cu FT) Cumul. Vol. (Cu. FT)
43.50 168,200 0
44.00 170,819 84,755 84,755
45.00 176,111 173,465 258,220
46.00 181,475 178,793 437,013
47.00 186,911 184,193 621,206
48.00 192,419 189,665 810,871
49.00 197,999 195,209 1,006,080
50.00 203,651 200,825 1,206,905
51.00 209,375 206,513 1,413,418
52.00 215,171 212,273 1,625,691
53.00 221,039 218,105 1,843,796
53.50 224,000 111,260 1,955,056
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL 1,954,235 CF CUMULATIVE VOL. ZONE VOL. 88.77%
END PUMP = _ _ = 51.50 FT 1,519,554 CF TR'MT 1,519,554 83.76%
START PUMP = = 51.85 FT 1,593,850 CF TEMP 74,296
MAX STORAGE = 52.50 FT 1,734,743 CF STORM 140.893 1 Of).64%
Murphy-Brown,LLC Engineering P.O.Box 856,Warsaw,NC 28398 [phone]

Grower: 3093A DesignedBY: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, INC 28398 Date: 08/04/16
County: Bladen Sheet 3 of 12
ANAEROBIC WASTE LAGOON DESIGN 2nd STAGE
FARM INFORMATION
Farm Population:
Nursery: ---- ------------- 0
Wean to Finish: ___________________ 0
Finishing: —------------ 0
Farrow to weanling: ------------------- 4988 Hd.
Farrow to feeder: ------------------- 0
Farrow to finish: ------------------- 0
Boars: ------------------- 0
Storage Period: ------------------- 180 Days
25 Yr./24 Hr Storm Event ------------------- 7.5 In.
"Heavy Rain" Factor ------------------- 7.5 In.
Rainfall in Excess of Evaporation ------------------ 7 In.
Additional Water Usage: ___________________ 0
Additional Drainage Area: ------------------- 224,000 S.F.
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape? (YIN)------------ N
Does Operator Want Emergency Spillway? REQUIRED!II!!I! Y
Was This Design Built Prior to 9/96? (Y/N)------------ N
Is Drain Tile Req'd to Lower SHWT? REQUIRED!!!!!!I N
Seasonal High Water Table Elev: ------------------ 48.50 Ft.
Freeboard: ------------------- 1.0 Ft.
Emergency Spillway Flow Depth: ------------------- 0.3 Ft.
Side Slopes: ------------------- 3 :1 (H:V)
Inside Top Length: ------------------- 550.0 Ft.
Inside Top Width: —----------------- 460.0 Ft.
Top of Dike Elevation: ---------------- Depth 54.30 Ft.
Finished Bottom Elevation: ---------------- 12,00 Ft. 42.30 Ft.
Start Pump Elevation: ---------------- 30.48 In. 51.76 Ft.
Stop Pump Elevation: ---------------- 111.6 In. 45.00 Ft.
LAGOON VOLUME REQUIRED VOL. DESIGN VOLUMES % REQ'D.
Storm Stor= 298126 (Cu.Ft.) 298,935 (Cu.Ft.) 100.27%
Temporary= 1153782 (Cu.Ft.) 1,477,795 (Cu.Ft.) 128.08%
Permanent= 0 (Cu.Ft.) 619,942 (Cu.Ft.)
Total Volume= 1,461,907 (Cu.Ft.) 2,296,672 (Cu.Ft.) 158.18%
90 Temporary Storage Volume Elevation = 49.76 Ft. 54.62 In.
Min, Required Liner Thickness ------------------- 1.6 Ft.
Lagoon Surface Area: (Inside TOD) ------------------- 263,000 S.F.
Murphy-Brown, LLC Engineering P.O. Box 856,Warsaw,NC 28398 [phone]

Grower: 3093A Designedy: KbVV
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 08/04/16
County: Bladen Sheet 4 of 12
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: I Cu. Ft,
LAGOON STAGE-AREA VOLUMES
Contour
Elevation (FT.) Area SF Incr. Vol. (Cu. FT) Cumul. Vol. (Cu, FT)
42.30 185,464 0
43.00 189,119 131,104 131,104
44.00 194,401 191,760 322,864
45.00 199,756 197,078 519,942
46.00 205,182 202,469 722,411
47.00 210,680 207,931 930,343
48.00 216,251 213,466 1,143,808
49.00 221,893 219,072 1,362,880
50.00 227,608 224,750 1,587,631
51.00 233,394 230,501 1,818,132
52.00 239,252 236,323 2,054,455
53.00 245,183 242,218 2,296,672
54.00 251,185 248,184 2,544,856
54.30 253,000 75,628 2,620,484
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL 2,960,434 CF CUMULATIVE VOL. ZONE VOL. 158.18%
END PUMP = = = = 45.00 FT 519,942 CF TR'MT 519,942
START PUMP = = : 51.76 FT 1,997,737 CF TEMP 1,477,795 128.08%
MAX STORAGE = 53.00 FT 2,296,672 CF STORM 298,935 100.27%
Murphy-Brown,LLC Engineering P.O. Box 850,Warsaw,NC 28398 [phone]

Grower: 3093A Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 08/04/16
County: Bladen Sheet 5 of 12
MINIMUM REQUIRED VOLUME CALCULATIONS 1st STAGE
Permanent Storage:
Required Treatment Volume:
nimal Type ap)city cu. . = -lotall
Nursery 0 30 1.00 0
Wean to Finish 0 115 1.00 0
Finishing 0 135 1.00 0
Farrow toweanling 4,988 433 0.67 1,447,069
Farrow to feeder 0 522 1.00 0
Farrow to finish 0 1,417 1.00 0
Boars 0 400 1.00 0
Total Required Treatment Volume(cu.ft.)= 1,447,069
Sludge Stora a Volume:
IiAnlmai Type Uapacity cu. . = ota
Nursery 0 30 0.00 0
Wean to Finish 0 115 0.00 0
Finishing 0 135 0.00 0
Farrow toweanling 4,988 433 0.17 367.167
Farrow to feeder 0 522 0.00 0
Farrow to finish 0 1,417 0.00 0
Boars 0 400 0.00 0
Total Required Sludge Storage Volume(cu.ft.)= 367,167
Storm Storage:
Vol.=(Lagoon Surf.Area+Addt'I Drainage Area)•25Yr./241-1r. Storm(in)/12in./ft.
Vol.= (224000 sq.ft + 0 sq.ft.) ' 7.5 in. /12 in./ft.
Total Required Volume for 25Yr./24Hr. Storm Event(cu.fli 140,000
"Heavy Rain"Storage:
Vol.=(Lagoon Surf.Area+Addt'I Drainage Area)*"Heavy Rain"Factor(in)/12in./ft.
Vol.= (224000 sq.ft + 0 sq.ft.) ' 7.5 in. /12 in./ft.
Total Required Volume for"Heavy Rain"(cu.ft.)= 0
(for Extended Periods of Chronic Rainfall)
Total Required Storm Storage
(25Yr./241-1r. Storm+'Heavy Rain')= 140,000 (CUTT)
Total Required Permanent Storage
(Treatment+Sludge)= 1,814,235 (CU.FT)
TOTAL REQUIRED list STAGE VOLUME=1964235(CU.FT.)
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: 3093A Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 08/04/16
County: Bladen Sheet 6 of 12
Temporary Storaee Volume:
Manure Production:
nima ype apactty o. Period I ota
Nursery 0 180 0.30 0
Wean to Finish 0 180 1.17 0
Finishing 0 180 1.37 0
Farrow to wearling 4,988 180 4.39 3,945,242
Farrow to feeder 0 180 5.30 0
Farrow to finish 0 180 14.38 0
Boars 0 180 4.06 0
Total Manure Production (gals.)= 3,945,242
Total Manure Production (cu.ft.)= 627,439
Excess Fresh Water:
nima a Capacity* Sto. Period= o a
Nursery 0 180 0.00 0
Wean to Finish 0 180 0.00 0
Finishing 0 180 0.00 0
Farrow to wearling 4,988 180 2.90 2,603,736
Farrow to feeder 0 180 0.00 0
Farrow to finish 0 180 0,00 0
Boars 0 180 0.00 0
Total Fresh Water Excess(gals.)= 2,603,736
Total Fresh Water Excess(cu.ft.)= 348,093
Murphy-Brown, LLC Engineering P.O. ox 856, Warsaw NC (g g 4 .

Grower: 3093A Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 08/04/16
County: Bladen Sheet 7 of 12
Temporary Storage Volume: (Cont,I
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area 1st+ Lagoon Area 2nd +Additional Drainage Area)'Rainfall/12in/ft
Vol.= (224000 sq.ft. + 253000 sq.ft. + 0 sq.ft.) ' 7.0 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap.(cu.ft.)= 278,250
Storm Storage:
Vol.=(Lagoon Surface Area 1st+ Lagoon Area 2nd +Additional Drainage Area . 25Yr./24Hr Storm(in.)/12in./
Vol.= (224000 sq.ft + 253000 sq.ft. + 0 sq.ft.) ' 7.5 in.
Total Required Volume for 25Yr.124Hr.Storm Event(cu.ft)= 298,126
"Heavy Rain"Storage:
Vol.=(Lagoon Surface Area 1 st+ Lagoon Area 2nd +Additional Drainage Area) ' Heavy Rain Factor(in)/ 12in.
Vol.= (224000 sq.ft + 253000 sq.ft. + 0 sq.ft.) ' 7.5 in. 112 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
0 0
Total Required Storm Storage
(25Yr. /24Hr. Storm+ 'Heavy Rain')= 298,125 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water+ Rainfall Excess +Additional Water Storar 1,153,782 (CU.FT)
Total Required Permanent Storage
(Treatment+ Sludge)= 0 (CU.FT)
TOTAL REQUIRED 2nd STAGE VOLUME= 1451907 (CU.FT.)
Murphy-Brown, LEngineering P.O. Box 856, Warsaw NC 28398 (910) 293-34.

Grower: 3093A Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 08/04/16
County: Bladen Sheet 8 of 12
LAGOON DESIGN SUMMARY 1st STAGE
Top of Dike Elevation ------------------- 53.50 FT.
Emergency Spillway Crest Elevation ------------------- Not AfApplicable
Top of 25Yr./241-1r. Storm Storage ------------------- 52.50 FT.
Top of"Heavy Rain"Storage ---....------------ Not Applicable
Start Pump Elevation ------------------- 51.85 FT.
End Pump Elevation ------------------- 51.50 FT.
Top of Sludge Storage ------------------- 45.61 FT.
Seasonal High Walertable Elev. ------------------- 0.00
Finished Bottom Elevation ------------------- 43.50 FT.
Inside Top Length -------........---- 640.00 FT.
Inside Top Width ------------------- 350.00 FT.
Side Slopes ------------------- 3.0:1 H:V
Lagoon Surface Area ----------........ 224,000 SF
Min. Liner Thickness(if required) ------------------- 1.5 FT.
Freeboard Depth ------------------ 1.00 FT.
Temporary Storage Period ------------------- 180 Days
TOTAL DESIGN VOLUME= 1734743(CU.FT.)
Zone Depths:
Treatment/Sludge Storage Zone Depth----------- 8.0 FT.
Temporary Storage Zone Depth ----------- 0.4 FT.
Freeboard/Storm Storage Zone Depth ----------- 1.7 FT.
Total Lagoon Depth ----------- 10.0 FT.
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: 3093A Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw. NC 28398 Date: 08/04/16
County: Bladen Sheet 9 of 12
LAGOON DESIGN SUMMARY 2nd STAGE
Top of Dike Elevation ------------------- 54.30 FT.
Emergency Spillway Crest Elevation ------------------- 53.00 FT.
Top of 25Yr. /24Hr. Storm Storage ------------------ 53.00 FT.
Top of"Heavy Rain"Storage ------------------- Not Applicable
Start Pump Elevation ------------------- 51.76 FT.
End Pump Elevation ------------------- 45.00 FT.
Top of Sludge Storage ------—--------- 44.22 FT.
Seasonal High Watertable Elev. —-----—--------— 48.50 FT.
Finished Bottom Elevation ------------------- 42.30 FT.
Inside Top Length ------------------ 550.00 FT.
Inside Top Width ------------------- 460.00 FT.
Side Slopes
Lagoon Surface Area ------------------ 253,000 SF
Min. Liner Thickness(if required) ------------------ 1.6 FT.
Freeboard Depth ------------------ 1.00 FT.
Temporary Storage Period ------------------- 180 Days
TOTAL DESIGN VOLUME=2296672(CU.FT.)
Zone Depths:
Treatment/Sludge Storage Zone Depth ----------- 2.7 FT.
Temporary Storage Zone Depth ----------- 6.8 FT.
Freeboard/Storm Storage Zone Depth ----------- 2.5 FT,
Total Lagoon Depth ----------- 12.0 FT.
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 (910) 293-34:

Grower: 3093A Designe KBW
Address: PO Box 856 Checker DSE
Warsaw, NC 28398 Date: 08/04/16
County: Bladen Sheet 10 of 12
ZONE ELEVATIONS 1st STAGE
TOP OF DIKE ELEV= 53.50
/ \ TOP OF STORM ELEV= 52.50 / \
STRT PMP EL.= 51.85 \ TOP OF TEMP STORAGE ELEV=51.85 /
END PMP EL. =51.50 \ TOP OF TREAT ELEV= 51.50 SHWT = 0.00
\ TOP OF SLUDGE ELEV=45.61 /
FINISHED BOTTOM ELEV =43.50
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28396 [phone]

Grower: 3093A Designe KBW
Address: PO Box 856 Checker DSE
Warsaw, NC 28398 Date: 08/04/16
County: Bladen Sheet 11 of 12
ZONE ELEVATIONS 2nd STAGE
TOP OF DIKE ELEV= 54.30
/ \ TOP OF STORM ELEV= 53.00 / \
1 /
STRT PMP EL.= 51.76 \ TOP OF TEMP STORAGE ELEV=51.76 /
END PMP EL. =45.00 \ TOP OF TREAT ELEV=45.00 SHWT = 48.50
\ TOP OF SLUDGE ELEV= 44.22 /
FINISHED BOTTOM ELEV=42.30
Murphy-Brown, LLC Engineering P.O. Box 656, Warsaw NC 28398 [phone]

Grower: 3093A Designed By: KByy
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398
County: Bladen Date: 08/04/16
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.
NOTE: See attached Waste Utilization Plan �O QOFEssiO ';�/
Q
y Z -
_ SEAL9�:y -
DESIGNED: �w _ 023994
'9 F; ;
DATE: �` '.,L/�S .....
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
original certification of the farm.
This design changes animal type and combines two separate single stage lagoons
into one 2-stage lagoon.
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

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

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

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

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

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

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

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

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) 3 3?'-o
EMERGENCY MANAGEMENT SERVICES (EMS) �00
SOIL AND WATER CONSERVATION DISTRICT (SWCD) o i 1- 3145'1
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) P ;.'-1`? 31 1,'
COOPERATIVE EXTENSION SERVICE (CES) Ito —4 z? tN C= t
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.
t. Stop the release of wastes. Depending on the situation, this may or may not be possible. Suggested
responses to some possible problems are listed below.
A. Lagoon overflow-possible solutions are:
a) Add soil to berm to increase elevation of dam.
b) Pump wastes to fields at an acceptable rate.
c) Stop all flow to the lagoon immediately.
d) Call a pumping contractor.
e) Make sure no surface water is entering lagoon.
B. Runoff from waste application field-actions include:
a) Immediately stop waste application.
b) Create a temporary diversion to contain waste.
c) Incorporate waste to reduce runoff.
d) Evaluate and eliminate the reason(s)that cause the runoff.
e) Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers-action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Close valves to eliminate further discharge.
d) Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators-action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Make sure siphon occurs.
d) Stop all flow in the house,flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks-
possible action:
a) Dig a small sump or ditch from the embankment to catch all seepage, put in a submersible
pump, and pump back to lagoon.
b) If holes are caused by burrowing animals,trap or remove animals and fill holes and
compact with a clay type soil.
c) Have a professional evaluate the condition of the side walls and the lagoon bottom as soon
as possible.
8

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: [phone]
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify the
damage, repair the system, and reassess the waste management plan to keep problems
with release of wastes from happening again.
9

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

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

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

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

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

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
Feed 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)
ElInspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed
Animal holding areas . Accumulations of animal wastes Eliminate low areas that trap moisture along
and feed wastage I-XI fences 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)
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
Source Cause BMPs to Minimize Odor Site Specific Practices
Farmstead . Swine production Vegetative or wooded buffers
X
X Recommended best management practices
FIGood judgment and common sense
X
Animal body surfaces . Dirty manure-covered animals _ Dry floors
Floor surfaces . Wet manure-covered floors Fx1 Slotted floors
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 . Urine Frequent manure removal by flush,pit recharge,
or scrape
. Partial microbial decomposition �^ I Underfloor ventilation
Ventilation exhaust Volatile gases ❑ Fan maintenance
fans X
. Dust F] Efficient air movement
X
Indoor surfaces . Dust FX I Washdown between groups of animals
Feed additives
X
❑ Feeder covers
Feed delivery downspout extenders to feeder
covers
Flush tanks . Agitation of recycled lagoon ❑ 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 1

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Pit recharge points . Agitation of recycled lagoon Extend recharge lines to near bottom of pits with
liquid while pits are filling n anti-siphon vents
Lift stations . Agitation during sump tank Sump tank covers
filling and drawdown Lj
Outside drain . Agitation during wastewater ❑ Box covers
collection or junction conveyance
boxes
End of drainpipes at . Agitation during wastewater X Extend discharge point of pipes underneath
lagoon conveyance lagoon liquid level
Lagoon surfaces . Volatile gas emissions Fx] Proper lagoon liquid capacity
. Biological mixing Fx] Correct lagoon startup procedures
. Agitation X Minimum surface area-to-volume ratio
X Minimum agitation when pumping
❑ Mechanical aeration
DProven biological additives
Irrigation sprinkler . High pressure agitation Irrigate on dry days with little or no wind
nozzles El
. Wind drift Minimum recommended operating pressure
X
❑ Pump intake near lagoon liquid surface
X
I I Pump from second-stage lagoon
Storage tank or basin . Partial microbial decomposition ❑ Bottom or midlevel loading
surface
• Mixing while filling ❑ Tank covers
. Agitation when emptying ❑ Basin surface mats of solids
❑ Proven biological additives or oxidants
AMOC—November 11, 1996, page 2

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Settling basin surface . Partial microbial decomposition Extend drainpipe outlets underneath liquid level
. Mixing while filling B Remove settled solids regularly
. Agitation when emptying
Manure,slurry,or . Agitation when spreading ❑ Soil injection of slurry/sludges
sludge spreader outlets
. Volatile gas emissions ❑ Wash residual manure from spreader after use
Proven biological additives or oxidants
Uncovered manure, . Volatile gas emissions while ❑ Soil injection of slurry/sludges
slurry,or sludge on drying
field surfaces
❑ Soil incorporation within 48 hours
❑ Spread in thin uniform layers for rapid drying
Proven biological additives or oxidants
Dead animals . Carcass decomposition hI Proper disposition of carcasses
Dead animal disposal . Carcass decomposition I❑^ Complete covering of carcasses in burial pits
pits
Proper location/construction of disposal pits
Incinerators . Incomplete combustion I I Secondary stack bunters
Standing water around . Improper drainage Grade and landscape such that water drains away
facilities F] from facilities
. Microbial decomposition of
organic matter
Manure tracked onto Poorly maintained access roads Farm access road maintenance
public roads from farm ❑X
access
AMOC—November 11, 1996, page 3

Additional Information: Available From:
Swine Manure Management; .0200 Rule/BMP Packet NCSU,County Extension Center
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet NCSU—BAE
Swine Production Facility Manure Management: Pit Recharge—Lagoon Treatment; EBAE 128-88 NCSU—BAE
Swine Production Facility Manure Management: Underfloor Flush—Lagoon Treatment; EBAE 129-88 NCSU—BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83 NCSU—BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet NCSU—BAE
Controlling Odors from Swine Buildings;PIH-33 NCSU—Swine Extension
Environmental Assurance Program;NPPC Manual N.C. Pork Producers Assoc.
Options for Managing Odor;a report from the Swine Odor Task Force NCSU Agricultural Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings 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 versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
❑ a death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should beat least one foot above the seasonal
high water table. Attach burial location map and plan.
❑ ❑ Landfill at municipal solid waste facility permitted by NC DEC under GS 15A NCAC
13B .0200.
a ❑ Rendering at a rendering plant licensed under G.S. 106-168.7.
❑ ❑ Complete incineration according to 02 NCAC 52C .0102.
❑ ❑ A composting system approved and permitted by the NC Department of Agriculture&Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEC.
❑ ❑ In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture&Consumer Services(G.S. 106-549.70).
❑ ❑ Any method which, in the professional opinion of the State Veterinarian,would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
❑ Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options;contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions(refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
-Z &'L,__ S --2-S-19 .
Signature of Farm Owner/Manager Date
,i�• ,cam z�z.�� _
Signature of Technical Specialist Date

1
z
3093 No rSulitabll�e Dead Holies �r
--
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'r, _ 3093 �, __

r 57.29

Murphy-Brown, LLC 5/7/2019 2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
NUTRIENT UTILIZATION PLAN
Grower(s): Murphy-Brown, LLC
Farm Name: 5729 & 3093 (Old BOC#29 & 93),Fac.No.: 9-153
County: Bladen
Farm Capacity:
Farrow to Wean 8988
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Feeder to Finish
Storage Structure: Anaerobic Lagoon
Storage Period: >180 days
Application Method: Irrigation
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 DWQ 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, 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
8988 Farrow to Wean 3203 gal/yr 28,788,564 gal/yr
Farrow to Feeder 3861 gal/yr gal/yr
Farrow to Finish 10478 gal/yr gal/yr
Wean to Feeder 191 gal/yr gal/yr
Feeder to Finish 927 gal/yr gal/yr
Total 28,788,564 gal/yr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
Capacity Type Nitrogen Produced per Animal Total
8988 Farrow to Wean 3.8436lbs/yr 34,546 Ibs/yr
Farrow to Feeder 6.9498 Ibs/yr Ibs/yr
_ Farrow to Finish 18.8604 Ibs/yr Ibs/yr
Wean to Feeder 0.3438 Ibs/yr Ibs/yr
Feeder to Finish 1.6686 Ibs/yr Ibs/yr
Total 34,546 Ibs/yr
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: 294.79
Total N Required list Year: 54450.44
Total N Required 2nd Year: 72235.35
Average Annual Nitrogen Requirement of Crops: 63,342.89
Total Nitrogen Produced by Farm: 34,546.28
Nitrogen Balance for Crops: (28,796.62)
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.
2of11

5729 and 3093
5/7/2019
Reception Area Specifications Year 1 of a 2 year crap rotation.
Tract Field Irrigated Sol let Crop Time to 1st Crop 1st Crop Lbs N/Ac Lbs N Total Ibs N 2nd Crop Time to 2nd Crop 2nd Crop Lbs N/Ac Lbs N Total Ibs N Total Total Ibc N
Hydrant Acreage T Code I Yield Ibs N/Unit Residual /Ac Utilized Code I Yield Ibs N/Unit Residual /Ac Utilized Lbs N/Ae Udlized
10894 1 6.56 Na C M
ar-Set 5.5 42 231.00 1515.36 L Se 1- nl 1 50 50 328.00 281.00 1843.36
10894 2 11.26 No C Mar-Set 5.5 42 231.00 2601.06 L Se t- nl 1 50 50 563.00 281.00 3164.06
10894 3 5.86 Na C Mar-Se t 5.6 42 231.00 1353.66 L Se t- nl 1 50 50 293.00 281.00 1646.66
10894 4 5.86 Na C t 5.5 42 231.00 1353.66 L Se t- nl 1 50 50 293.00 281.00 1646.66
10894 5 7.28 ExA O 15 42.0 3.84 161.28 1174.12 0 0.00 161.28 1174.12
10894 6 7.28 ExA O 15 42.0 3.84 161.28 1174.12 0 0.00 161.28 1174.12
10894 7 7.61 ExA O 15 42.0 3.84 161.28 1227.34 0 0.00 161.28 1227.34
10894 8 7.61 Fx4 O 15 42.0 3.84 161.28 1227.34 0 0.00 161.28 1227.34
10894 9A 3.97 ExA O 15 42.0 3.84 161.28 640.28 0 0.00 161.28 640.28
10894 9B 6.98 ExA O 15 42.0 3.84 161.28 1125.73 0 0.00 161.28 1125.73
10B94 10 4.67 Na O 15 38.0 3.84 145.92 681.45 0 1 0.00 145.92 681.45
10054 11 6.36 Gh O r-SeP115 38.0 3.84 145.92 928.05 0 0.00 145.92 928.05
10054 12 14.89 Gh O AprSept15 38.0 3.84 145.92 2172.75 0 0.00 145.92 2172.75
10054 13 14.89 Gh O Se t15 38.0 3.84 145.92 2172.75 0 0.00 145.92 2172.75
10054 14 14.89 Gh O Apr-Sept15 38.0 3.84 145.92 2172.75 0 0.00 145.92 217275
10054 15A 4.57 Gh O Apr-Se t15 38.0 3.84 145.92 666.85 0 0.00 145.92 666S5
10054 15B 9.65 Na O -Se tl5 38.0 3.84 145.92 1408.13 0 0.00 145S2 1408.13
10054 16 14.8 N2 O Apr-Sept15 38.0 3.84 145.92 2159.62 0 0.00 145S2 2159.62
10054 17 12.37 Na O r-Septl5 38.0 3.84 145.92 1805.03 0 0.00 145.92 1805.03
10054 18 8.99 Na C Mar-Sept 5.5 42 231.00 2076.69 L Sept-Apnl 1 so 50 449.50 281.00 2526.19
10054 19 8.99 Na C Mar-Sept 5.5 42 231.00 2076.69 L Sept-ApHI 1 50 50 449.50 281.00 2526.19
10054 20 8.79 1 Na C Mar-Sept 5.5 42 231.00 2030.49 L Sept-April 1 50 50 439.50 281.00 2469.99
10054 21 8.98 Na C Mar-Sept 5.5 42 231.00 2074.38 L Sept-April 1 50 50 449.00 281.00 2523.38
10894 Subl-2 1.76 Na C Mar-Sept 5.5 42 231.00 406.56 L Sept-April 1 50 50 88.00 281.00 494.56
10894 Sub3-4 3.55 Na C Mar-Set 5.5 42 231.00 820.05 L Sept-April 1 50 50 177.50 281.00 997.55
10894 SubSS 2.33 Fx.A 0 Apr.Sept15 42.0 3.84 161.28 375.78 0 0.00 161.28 375.78
10894 Sub7-8 2.41 ExA O Apr-Sept15 42.0 3.84 161.28 388.68 0 0.00 161.28 388.68
10894 Sub9A 3.44 ExA O r-Sept15 42.0 3.84 161.28 554.80 0 0.00 161.28 554.80
10894 Sub9B 2.29 ExA 0 Apr-Sept15 42.0 3.84 161.28 369.33 0 0.00 161.28 369.33
10894 Sub9C 1A ExA O Apr-Sept15 42.0 3.84 161.28 225.79 0 0.00 161.28 225.79
10894 Sub10 0.56 Na O Apr-Sept15 3&0 3.84 145.92 81.72 0 1 0.00 145.92 81.72
10054 Sub11-15A 4.29 Gh O Apr.Sept15 38.0 3.84 145.92 626.00 0 0.00 145.92 626.00
10054 Sub15B-17 5.57 Na O Apr-Sept15 38.0 3.84 145.92 812.77 0 0.00 145.92 812.77
10054 SLd)18-191 0.91 No C Mar-Set 5.5 42 231.00 210.21 L Sept-April 1 50 1 50 45.50 281.00 255.71
10054 Sub20-21 7.16 Na C Mar-Sept 5.5 42 231.00 1653.96 L Sept-Apfil 1 50 50 358.00 281.00 2011.96
Leased
Osman Pmp, 22A 5.05 Gh O Apr-3ept15 38.0 3.84 145.92 736.90 0 0.00 145.92 736.90
oemen P.P. 22B 6.24 Gh O AprSeptl5 38.0 3.84 145.92 910.54 0 0.00 145.92 910.54
ou Pnp. 23 6.24 Gh O Apr-Sept15 38.0 3.84 145.92 910.54 0 0.00 145.92 910.54
oer4enw P. 24 6.24 Na O Apr-Se 115 38.0 3.84 145.92 910.54 0 0.00 145S2 910.54
oamen Pnp. 25A 6.24 Na O Apr-Sept15 38.0 3.84 145.92 910.54 0 0.00 145S2 910.54
Oamen P,. 25B 6.24 Na 0 Apr-Sept15 38.0 3.84 145.92 910.54 0 0.00 145.92 910.54
bamen P P.SLd)22A-22 7.11 Gh O Apr.Septl5 38.0 3.84 145.92 1037.49 0 0 00 145.92 1037.49
oemen PrPP.Sub24-25E 12.65 Na O Apr-Sep115 38.0 3.84 145.92 1845.89 0 0.00 145.92 1845.89
Totals: 294.79 50516.94 3933.5 54450.44
3(a)of 11

5729 and 3093
5/7/2019
Reception Area Specifications Year 2 of a 2 year crop rotation.
Tract Field Irrigated Soil let Crop Time to 1st Crop 1st Crop Lbs N/Aa Lbs N Torel Ibs N 2nd Crop Time to 2nd Crop 2nd Crop Lbs N/Ac Lbs N Total Ibs N Total Total Ibs N
Acreage Type Code I Yield Ibs NA)nil Residual /Ae Utilized Code 1 Yield lips N/Unit Residual IA.
Utilized I-les WAcj Utilized
10894 1 6.56 Na C Mar-Sept 5.5 42 231.00 1515.36 L Sept-April 1 50 50 328.00 281.00 1843.36
10894 2 11.26 Na C Mar-Sept 5.5 42 231.00 2601.06 L Sept-April 1 50 50 563.00 281.00 3164.06
10894 3 5.86 Na C Mar-Sept 5.5 42 231.00 1353.66 L Sept-Alent 1 50 50 293.00 281.00 1646.66
10894 4 5.86 Na C Mar-Sept 5.5 42 231.00 1353.66 L Sept-April 1 50 50 293.00 281.00 1646.66
10894 5 7.28 ExA D Febl5-June 156.0 0.88 15 122.28 890.20 N Sept-April 60 1.86 111.6 812.45 233.88 1702.65
10894 6 7.28 ExA D Febl5-June 156.0 0.88 15 122.28 890.20 N Sept-April 60 1.86 111.6 812.45 233AB 1702.65
10894 7 7.61 ExA D Febl5-June 156.0 0.88 15 122.28 930.55 N Sept-April 60 1.86 111.6 849.28 233.88 1779.83
10894 8 7.61 EXA D Febl5-June 156.0 O.B8 15 122.28 930.55 N Sept-Apanl 60 1.86 111.6 849.28 233.113 1779.83
10894 9A 3.97 ExA D Febl5June 156.0 0.88 15 122.28 485.45 N SeptApil 60 1.86 111.6 443.05 233.88 928.50
10894 9B 6.98 ExA D Feb75June 156.0 0.88 15 122.28 853.51 N Sept-April 60 1.86 111.6 778.97 233.88 1632.48
10894 1 10 1 4.67 Na D Febl5June 150.0 1 0.88 1 15 117.D0 1 546.39 N Sept-April 1 60 1 1.86 1 111.6 1 521.17 228.60 1 106756
10054 11 6.36 Gh D Feb75June 156.0 0.88 15 122.28 777.70 N Se - ril 60 1.86 111.6 709.78 233.88 1487.48
10054 12 14.89 Gh D Febi5June 156.0 0.88 15 122.28 1820.75 N Se t- ril 60 1.86 111.6 1661.72 233.B8 3482.47
10054 13 14.89 Gh D Febl5June 156.0 0.88 15 122.28 1820.75 N Se t- ril 60 1.86 111.E 1661.72 233.88 3482.47
10054 14 14.89 Gh D Febl5June 156.0 0.88 15 122.28 1820.75 N Se t- dl 60 1.86 111.6 1661.72 233.88 3482.47
10054 15A L57 Gh D Febl5June 156.0 0.88 15 122.28 558.82 N Se t- 61 60 1.86 111.6 510.01 233.88 1068.83
10054 156 9.65 Na D FebtSJune 150.0 0.88 15 117.00 1729.05 N Se t- ill 60 1.86 111.6 1076.94 228.60 2205.99
10054 16 14.8 Na D FebiSJune 150.0 0.88 15 117.00 1731.60 N Se t- ni 60 1.86 171.6 1651.68 228.60 3383.28
10054 17 12.37 Na D Feb15-June 150.0 0.88 15 117.00 1447.29 N Se t- ni 80 1.88 111.6 1380.49 228.60 2827.78
10054 18 8.99 Na C Mar-Set 5.5 42 231.00 2076.69 L Se t- .1 1 50 50 449.50 281.00 2526.19
10054 19 8.99 Na C Mar-Set 5.5 42 231.00 2076.69 L Se t- ni i 50 50 449.50 281.00 2526.19
1DO54 20 8.79 Na C Mar-Sept t &5 42 231.00 2030.49 L Se 1- 61 1 50 50 439.50 281.00 2469.99
10054 21 8.98 Na C Mar-Sept t 5.5 42 231.00 2074.38 L Se t- hl 1 50 50 449.00 281.00 1 2523.38
1D694 Subl-2 1 1.76 No C Mar-Sept 5.5 42 231.00 406.56 L Seqt-Apnl 1 50 50 1 88.00 281.00 494.56
10894 Sub3-4 1 3.55 Na C Mar-Sept 5.5 42 231.00 820.05 L SeptApni 1 50 50 177.50 281.00 997.55
10894 Sub5-6 2.33 ExA D Febl5-June 156.0 0.88 15 122.28 284.91 N Sept-April 60 1.86 111.6 260.03 233.88 544.94
10894 Sub7-8 2.41 ExA D Febl5-June 156.0 0.88 15 122.28 294.69 N Sept-Apdl 60 1.86 111.6 268.96 233.88 563.65
10894 Sub9A 3.44 ExA D Febl5-June 156.0 0.88 15 122.28 420.64 N Sept-Apnl 60 7.86 111.6 383.90 233.88 804.55
10894 Sub9B 2.29 ExA D Febl5-June 156.0 0.88 15 122.28 280.02 N SeptApril 60 1.86 111.6 255.56 233.88 535.59
10894 Sub9C 1.4 ExA D Febl5-June 156.0 0.88 15 122.28 171.19 N Sept-Aparil 60 1.86 111.6 156.24 233.88 327A3
10894 Sub10 0.56 Na D Feb75June 150.0 0.88 15 117.00 65.52 N Selet-April 60 1.86 111.6 62.50 228.60 128.02
10054 Sub11.1 4.29 Gh D Febi SJune 156.0 O.aB 15 122.28 524.58 N Sept-April 60 1.86 111.6 478.76 233.88 1003.35
10054 Subl5B-17 5.57 Na D Feb15-June 150.0 0.88 15 117.00 651.69 N Selet-April 60 1.86 111.6 621.61 228.60 1273.30
10054 Sub1B-19 0.91 Na C Mar-Sept 5.5 42 231.00 210.21 L Selet-April 1 50 50 45.50 281.00 25571
10054 Sub20-21 7.16 Na C Mar-Sept 5.5 42 1 231.00 1653.96 1 L Selet-April 1 1 50 50 358.00 281.00 2011.96
Leased
Darden crop. 22A 1 5.05 Gh D Febi SJune 156.0 0.88 75 122.28 617.51 N Sept-Apnl 60 1.86 111.6 563.58 233.88 1181.09
Darren Prop. 22B 6.24 Gh D Febl5.June 156.0 0.88 15 122.28 763.03 N Se t-Apnl 60 1.86 111.6 696.38 233S8 1459Al
Darden crop. 23 6.24 Gh D Feb75-June 156.0 0.80 15 122.28 763.03 N Sele-April 60 1.86 111.6 696.38 233.88 1459.41
Darden Prop. 24 6.24 Na D Febi SJune 150.0 0.88 75 117.00 730.08 N Seldt-Apnl 60 1.86 111.6 696.38 228.60 1426.46
cordon crop. 25A 6.24 Na D Febl5-June 150.0 0.88 15 117.00 730.08 N Sept-April 60 1.86 111.6 696.38 228.60 1426.46
Doman Prop. 25B 6.24 Na D Feb15-June 150.0 0.88 15 117.00 730.08 N Sept-April 60 1.86 111.6 69638 228.60 1426.46
Darden Prop.Sub22A-21 7.11 Gh D Feb15-June 156.0 0.88 15 122.28 869.41 N Sept-Apfil 60 1.86 111.6 79348 233.88 1662.89
Demon crop.Suld24-25E 12.65 Na D Febl5-June 150.0 0.88 15 117.00 1480.05 N Sept-April 60 1.86 ill 141174 228.60 2891.79
Totals: 294.79 44182.86 28052.49 72235.35
3(b)of 11

5729 and 3093
5/7/2019
Reception Area Specifications Optional Grain Sorghum Substitute for Soybeans
Tract Field Irrigated Soil 1st Crop Time to 1st Crop 1st Crop Lbs NiAc Lbs N Total Ibs N 2nd Crop Time to 2nd Crop 2nd Crop Lbs N/Ac Lbs N Tolallbst,11 Total ITatallb.11
Hydrant Acreage Type Code Apply Yield Ibs N/Unit Residual /Ac Utilized Code Apply Yield Ibs NIUnil Residual /Ac Utilized I LbsN/Aci Utilized
10894 1 6.56 Na C Mar-Sept S5 42 231.00 1516.36 L Sept-April 1 50 50 328.00 281.00 1843,36
10894 2 11.26 Na C Mar-Sept 5.5 42 231.00 2601.06 L Se t- dl 1 50 50 563.00 281.00 3164.06
10894 3 5.86 Na C Mar-Sept 5.5 42 231.00 1353.66 L Sept-Apol 1 50 50 293.00 281.00 1646.66
10894 4 5.86 Na C Mar-Sept 5.5 42 231.00 1353.66 L Sept-Apol 1 50 50 293.00 281.00 1646.66
10894 5 7.28 EZA M Mar15-Aug 60.0 1.61 96.60 703.25 0 0.00 96.60 703.25
10894 6 7.28 ExA M Mar15-Aug 60.0 1.61 96.60 703.25 0 0.00 96.60 703.25
10894 7 7.61 EZA M Matr15-Au 60.0 1.61 96.60 735A3 0 0.00 96.60 735.13
10894 8 7.61 ExA M Mar15-Ap 60.0 1.61 96.60 735A3 0 0.00 96.60 735.13
10894 9A 3.97 ExA M Mar15-Aug 60.0 1.61 96.60 311150 0 0.00 96.60 383.50
10894 98 6.98 FAA M Marl&Aug 60.0 1.61 96.60 674.27 0 0.00 96.60 674.27
10894 1 10 1 4.67 Na I M 1 Mar15-Au 60.0 1 1.61 96.60 1 451.12 0 1 0.00 96.60 451.12
10054 11 1 6.36 Gh M Mar15-AU 60.0 1.61 96.60 614.38 0 0.00 96.60 614.38
10054 12 14.89 Gh M Marl5-Ap 60.0 1.61 96.60 1438.37 0 0.00 96.60 1438.37
10054 13 14.89 Gh M Marl 5-Aug 60.0 1.61 96.60 1438.37 0 0.00 96.60 1438.37
10054 14 14.89 Gh M Mar15-A 60.0 1.61 96.60 1438.37 0 0.00 96.60 1438.37
10054 15A 4.57 Gh M Marl&Aug 60.0 1.61 96.60 441.46 0 0.00 96.60 441.46
10054 15B 9.65 Na M Marl 5-Aug 60.0 1.61 9&60 932.19 0 0.00 96.60 932.19
10054 16 14.8 Na M Mar15-Aug 60.0 1.61 96.60 Wass 0 0.00 96.60 1429.68
10054 17 12.37 No M Mar15,Aug 60.0 1.61 96.60 1194.94 0 0.00 96.60 1194.94
10054 18 8.99 Na C Mar-Sat 5.5 42 231.00 2076.69 L Sepyt-Apni 1 50 50 449.50 281.00 2526.19
10054 19 &99 No C Mar-Sept 5.5 42 231.00 2076.69 L Sept-Aphl 1 50 50 449.50 281.00 2526.19
10054 20 8.79 Na C Mar-Sept 5.5 42 231.00 2030.49 L Set dl 1 50 50 439.50 281.00 2469.99
10054 21 8.98 Na C I Mar-Set 1 5.5 42 1 231.00 2074.38 1 L Sept-Apnl 1 1 1 50 1 50 449.00 281.00 2523.38
10894 Subl-2 1 1.76 Na C Mar-Set 5.5 42 231.00 406.56 L Sept-April
1 50 50 88.00 281.00 494.56
10894 Sub3.4 3.55 Na C Mar-Sept 5.5 42 231.00 820.05 L 1 50 50 177.50 281.00 997.55
10894 SubSE 2.33 ExA M Mar1SA 60.0 1.61 96.60 225.08 0 0.00 96.60 225.08
10894 Sub7S 2.41 ExA M Mar15-A 60.0 1.61 96.60 232.81 0 0.00 96.60 232.81
10894 StA9A 3A4 ExA M Marl&A 60.0 1.61 96.60 332.30 0 0.00 96.60 332.30
10894 Sub9B 2.29 ExA M Marl 5-Aug 60.0 1.61 96.60 221.21 0 0.00 96.60 221.21
10894 Sub9C 1.4 ExA M Mar1&A 60.0 1.61 96.60 135.24 0 000 96.60 135.24
10894 Sub10 0.56 Na M Mar -A 60.0 1.61 96.60 54.10 0 0.00 96.60 54.10
10054 Sub11-15 4.29 Gh M Marl&A 60.0 1.61 96.60 414.41 0 0.00 96.60 414.41
10054 Sub158-1 5.57 Na M Mar -A 60.0 1.61 96.60 538.06 0 0.00 96.60 538.06
10054 Sb18.19 0.91 Na C Mar-Sept 5.5 42 231.00 210.21 L 1 50 50 45.50 281.00 255.71
10054 Sub20-21 7.16 Na C Mar-Sept 5.5 42 231.00 1653.96 L 1 50 50 358.00 281.00 2011.96
Leased
Darden Prep 22A 5.05 Gh M Marl,`i-Aug 60.0 1.61 96.60 487.83 ' 0 0.00 96.60 487.83
Darden Pop.j 226 1 6.24 Gh M Mar15-Aug 60.0 1461 96.60 602.78 0 0.00 96.60 602.78
Darden Pop- 23 6.24 Gh M Mar15-Aug 60.0 1.61 96.60 602.78 0 0.00 9660 602.78
paean Pop. 24 6.24 Na M Marl&Aug 60.0 1-61 96.60 602.78 0 0.00 96.60 602.78
Darden Pop. 25A 6.24 Na M Mar-15-Aug 60.0 1.61 96.60 602.78 0 1 0.00 96.60 602.78
Darmn Prop. 25B 6.24 Na M Mar15-A 60.0 1.61 96.60 602.78 0 0.00 96.60 602.78
Deean Pep Sub22A-22 7.11 Gh M Mar15-Aug 60.0 1.61 96.60 686.83 0 0.00 96.60 686.83
Darden Pop.Sub2&25S 12.65 Na M Mar15-Aug %0 1.61 96.60 1221.99 0 0.00 96.60 1221.99
Totals: 2"79 39049.96 3933.5 42963.46
3(c)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 interplanted 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 defnately 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 interplant 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 Lbs N utilized/unit yield
A Barley 1.6 Ibs N/bushel
B Hybrid Bermudagrass-Grazed 50 Ibs N/ton
C Hybrid Bermudagrass- Hay 50 Ibs N/ton
D Corn- Grain 1.25 Ibs N/bushel
E Corn- Silage 12 Ibs N/ton
F Cotton 0.12 Ibs N /Ibs lint
G Fescue-Grazed 50 Ibs N/ton
H Fescue- Hay 50 Ibs N/ton
I Oats 1.3 Ibs N /bushel
J Rye 2.4 Ibs N /bushel
K Small Grain- Grazed 50 Ibs N/acre
L Small Grain- Hay 50 Ibs N/acre
M Grain Sorghum 2.5 Ibs N/cwt
N Wheat 2.4 Ibs N/bushel
O Soybean 4.0 Ibs N/bushel
P Pine Trees 40 Ibs N/acre/yr
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.
4of11

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
8988 Farrow to Wean 0.84 7549.92
Farrow to Feeder 1
Farrow to Finish 4.1
Wean to Feeder 0.072
Feeder to Finish 0.36
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 7549.92 pounds of plant available nitrogen per year 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 37749.6 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 125 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 301.9968 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
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.
5of11

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Soil Application Rate Application Amount
Tract Hydrant Type Crop in/hr ' inches
10894 1 Na C 0.4 1
10894 2 Na C 0.4 1
10894 3 Na C 0.4 1
10894 4 Na C 0.4 1
10894 5 ExA O 0.35 1
10894 6 ExA O 0.35 1
10894 7 ExA O 0.35 1
10894 8 ExA O 0.35 1
10894 9A ExA O 0.35 1
10894 9B ExA O 0.35 1
10894 10 Na O 0.4 1
10054 11 Gh O 0.4 1
10054 12 Gh O 0.4 1
10054 13 Gh O 0.4 1
10054 14 Gh O 0.4 1
10054 15A Gh O 0.4 1
10054 15B Na O 0.4 1
10054 16 Na O 0.4 1
10054 17 Na O 0.4 1
10054 18 Na C 0.4 1
10054 19 Na C 0.4 1
10054 20 Na C 0.4 1
10054 21 Na C 0.4 1
10894 Sub1-2 Na C 0.4 1
10894 Sub3-4 Na C 0.4 1
10894 Sub5-6 ExA O 0.35 1
10894 Sub7-8 ExA O 0.35 1
10894 Sub9A ExA O 0.35 1
10894 Sub9B ExA O 0.35 1
10894 Sub9C ExA O 0.35 1
10894 Sub10 Na O 0.4 1
10054 Sub11-15A Gh O 0.4 1
10054 Sub15B-17 Na O 0.4 1
10054 Sub18-19 Na C 0.4 1
10054 Sub20-21 Na C 0.4 1
Leased
Darden Prop. 22A Gh O 0.4 1
Darden Prop. 22B Gh O 0.4 1
Darden Prop. 23 Gh O 0.4 1
Darden Prop. 24 Na O 0.4 1
Darden Prop. 25A Na O 0.4 1
Darden Prop. 25B Na O 0.4 1
Darden Prop.Sub22A-23 Gh O 0.4 1
Darden Prop,Sub24-25B Na O 0.4 1
6of11

Additional Comments:
This plan revised to show the replacement of pulls A-L with a linear machine,
now listed as hyds 18-21. All other parameters remained the same.
A corn, wheat and soybean rotation may be utilized so long as the
leased land is included.
OPTIONAL: A winter cover crop may be planted if desired. The application
rate shall be 30 IbsN/ac applied from Sept-April and the total amount applied
must be deducted from the following crops starting PAN rate. If this cover crop
is harvested, then a total of 100 IbsN/ac may be applied and no reductions
will be needed to the following crops starting PAN rate.
OPTIONAL: Grain sorghum may be substitued for soybeans if desired. The
PAN rates and application windows are shown on page 3c.
7/13/2016 -This plan revision converts the finishing space to farrow to wean.
No crop changes have been made however the production and application
rates have been updated to reflect the current recommendations.
5/7/2019 -This NUP revision changes the row crops in Pulls 1-4, 18-21,
sub 1-2,Sub 3-4, Sub 18-19, and Sub 20-21 to Bermuda hay and overseed.
The overseed is optional.
7of11

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: 5729 & 3093 (Old BOC #29 &93);Fac.No.: 9-153
Owner: Murphy-Brown, LLC
Manager:
Owner/Manager Agreement:
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 DWQ 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 NCDWQ upon request.
Name of Facility Owner: Murphy-Brown, LLC
Signature: -::�z ,Dj�+ — \ q
Date
Name of Manager(if different from owner):
Signature:
Date
Name of Technical Specialist: Toni W. King
Affiliation: Murphy-Brown, LLC
Address: 2822 Hwy 24 West, PO Box 856
Warsaw, NC 28398
Telephone: [phone]
/ `
Signature: \J `C� ti S
Date
8of11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
1 Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
2 There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of 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, NRCS 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 offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control odor and
Flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
9of11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
9 Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth. The potential for salt damage
from animal waste should also be considered.
10 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 washdown facilities, showers, toilets, sinks, etc., shall
not be discharged into the animal waste management system.
10 of 11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
17 A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc.,
are limited to areas where considered appropriate. Lagoon areas should be kept mowed
and accessible. Berms and structures should be inspected regularly for evidence of
erosion, leakage, or discharge.
18 If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a 'closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19 Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be
kept on site.
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

Farm 5729
Foc. No.: 9-153
Scale: 1 "=400'
Total 9A = 7.41 Ac. Copped
Wetted = 3.97 Ac.
Sub = 3.44 Ac.
II Total 9B = 9.27 Ac.
Total 9C = 1.40 Ac. copped II Wetted = 6.98 Ac.
II Sub = 2.29 AC.
II II
II II
II II
II
Total 7-8 = 17.63 Ac. II = II
Wetted = 15.22 Ac. = II
Sub = 2.41 Ac. 8 =
7.61 Ac. II
7
7.61 Ac.
Total 5-6 = 16.89 Ac. Septic Field
Wetted = 14.56 Ac.
Sub = 2.33 Ac. 6
7.28 Ac.
5
Total 10 = 5.23 Ac. 7.28 Ac.
Wetted = 4.67 Ac.
Sub = 0.55 Ac.
4
II 5.86 Ac.
II
3
5.86 Ac.
Total 3-4 = 15.27 Ac.
Wetted = 11.72 Ac.
2 Sub = 3.55 Ac.
Ditch 11.26 Ac. _
6.56 Ac.
Total 1-2 = 19.58 Ac.
Wetted = 17.82 Ac.
Sub = 1.76 Ac. 002919
4 �fS)Gt%
"r�RINK�ti�

Farm 3093
Face No.: 9C-153 2a'P
228 6.24
Scale: 1•=600e 23 6.24
24 6.24
25A 6.24
25B 6.24
11
12 4 6.36.89
13 14.89
14 4.57
1 96
15B . 5
6 14.110
37
17 18 a N.99
19 8.7 989
20 8.
21 54.
Total Field 22A-23 24.64 Ac. Total164.{2
Wetted - 17.53 Aa.
SO = 7.11 Ao.
22A 229
24 Total Field 24-258 - 31.37 AC-
Wall, d - 18.72 Ac.
Sub = 12.65 Ac.
17
s 6 25A 258
s
18 1�
a 19 15A
Total Field 159-17 = 42.39 Ac.
Wetted - 36.82 Ae 14
Sub = 5.57 Ac
Total Field 18-19 = 1&89 Ac. 13
20 Wetted = 17.96 Ac.
Sub = 0.91 Aa. Tatul Fidd 11-15A 59.89 Ac.
21 Wetted = 55.60 M. 12
Total Field 20-21 - 24.93 Ap Sub 4.29 At.
Watt eO - 17.77 Ac. �I
Sub = 7.16 Ac. I
002919
bESIONFa
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