040030_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 pennits, 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"rust be signed and dated by the Per"rittee.
1. Farm Number: 04.0030 Certificate Of Coverage Number: AWSO40030
2. Facility Name: Fox Ridee Complex
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: k+oi vESterbeekFidrtmt b revvtrliesent.
5. Facility's Physical Address: 2928 Plank Rd `54_S q -SM t','R" �-`�- '�" O Y"
City: Wadesboro State: NC Zip: 28170
6. County where Facility is located: Anson
7. Farm Manager's Name(if different from Landowner): David C Nordin
g, Farm Manager's telephone number(include area code): 910.293-5330 Ext,
9. Integrator's Name(if there is not an Integrator,write"None"): Murphy-Brown LLC
10. Operator Name(01C): Sanford Eric Williams Phone No.: 704.475-8229 OIC#: 994935
11. Lessee's Name(if there is not a Lessee,write"None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Wean to Feeder 2,000
Swine-Feeder to Finish 2,336
Swine-Farrow to Wean 4,000
Operation Types:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Pauli"
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,S)nthetic, Capacity Surface Area "Redline"
Name Built Unknown) (Cubic Feet) (Square Feet) (Inches)
1 01-1 l�3 lQ9 c� a3�°f a4Uy45- IQ.
x -14401-3 t c6 l397,952r 13-711" tG
ckis lD ' t G\a cTo,013 ID.1300 Iq S
CoY R, et, a- -1"- o t C-k tsz t�lJ a� ALOLA 111
�e (\j J �y S c1c- -I3Itsq 1 ybO �4
-%nA e ksn -11A4o _ F j- LAS )4`lo t3) 14.y
Mail one (1) copy of the Certified Animal Maste Management Plan (C.AMINIP) 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:
I. The most recent Waste Utilization Plan(WUP),signed by the owner and a cerlitfed technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.inigation,injection,etc.)
b. A Wrap of every field used for land application(for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every,crop shorn in the WUP
C 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
_. 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, )on can scan and email one signer) copy of the
application and all the CANVNIP items above to: 2019PennitRenewal'dnedenr.gov

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes.any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation,signature should be by a principal executive officer of the corporation):
Name: L-L(-- Title:,
Signature: Date:
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
F-mail:[e-mail]
FORM: RENEWALrSTATE 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: Fox Ridge Complex Facility No: 30-Apr
Owner(s)Name: Murphy Brown, LLC Phone No: 910-293-3434
Mailing Address: PO Box 856 Warsaw, NC 28398
Farm Location: County Farm is located in: Anson
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.): In Ansonville bear left onto SR 1621 and go 3.0 miles to farm complex on both
sides of the road.
Operation Description:
T oof,S * No.of Animals Type of Poultry No.of Animals Type of Cattle No.of Animals
L✓J Wean to Feeder 2000 M Layer Dairy
9I
/ eeder to Finish 2336 ID Pullets El Beef
Farrow to Wean 4000
I� Farrow to Feeder
Farrow to Finish
Wean to Finish
I� Gills
I� Boars
Acreage Available for Application: .,-A 3 Required Acreage: \-1 O.t-C3
Number of Lagoons/Storage Ponds: 6 Total Capacity.4,0'6t,(o'6 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)
a+wwwwxx++x+wwwwwwaww+ax+a+aa+aa+w+x+xxxwxwx+wawaaaa+a+a+a+x++aaa++aa++x+xx+xx+xx+xxwawaaxxx+w+wxawxwawwwaxxwxwxxxxw++.ww++++wx+wxwwww
Owner/Manager Agreement
I (we) verify that all the above information is correct and will be updated upon changing. I (we) understand the operation and
maintenance procedures established in the approved animal waste management plan for the farm named above and will implement
these procedures. I (we) know that any expansion to the existing design capacity of the waste treatment and storage system or
construction of 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 filed at the farm and at the office of the local Soil and Water Conservation District. I (we) know
that any modification must be approved by a technical specialist and submitted to the Soil and Water Conservation District prior to
implementation. A change in land ownership requires written notification to DEM or a new certification (if the approved plan is
changed)within 60 days of a title transfer.
Name of Land Owner: Murphy B wn, LLC
Signature: Date:
Name of Manager(ild 464nt 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 2H.201 and the USDA-Natural
Resources Conservation Service (NRCS) and/or the North Carolina Soil and Water Conservation
Commission pursuant to 15A NCAC 2H.0217 and 15A NCAC 6F .0001.0005. The following elements are
included in the plan as applicable. While each category designates a technical specialist who may sign each
certification (SD, SI, WUP, RC, 1), the technical specialist should only certify parts for which they are
technically competent.
/I. Certification of Design
A) Collection. Storage, Treatment System
Check th ppropriate box
Existing facility without retrofit (SO 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(Agency): P.O. Box 856,Warsaw, NC 2839E Phone No.:[phone]
Signature: �� Li� . w e Date:
13
B) Land Application Site(WUP)
The plan provides for minimum separations(buffers); adequate amount of land for waste utilization;
chosen crop is suitable forwaste management hydraulic and nutrient loading rates.
Name of Technical Specialist (Please Print): Toni King
Affiliation Murphy-Brown, LLC Date Work Completed:
Address(Agen ): P.O. Box 856,Warsaw, NC 2839E Phone No.:[phone]
Signature: L,, Date: li�_o
13
C) Runoff Controls from Exterior Lots
Check the appropriate box
(� Facility without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
O 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 ): P.O. Box 856,Warsaw, NC 2839E Phone No.:[phone]
Signature: t Date: 0\L+
AWC--August 1, 1997 2

D) Application and Handling Equipment
Check t/l appropriate box
Existing or expanding facility with existing waste application equipment(WUP or 1)
Animal waste application equipment specified in the plan has been either field calibrated or
evaluated in accordance with existing design charts and tables and is able to apply waste as
necessary to accommodate the waste management plan: (existing application equipment can cover
the area required by the plan at rates not to exceed either the specified hydraulic or nutrient loading
rates. A schedule for timing of applications has been established; required buffers can be
maintained and calibration and adjustment guidance are contained as part of the plan).
❑ New,expanded or existing facility without existinq 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).
❑ 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(Agemiy): P.O. Box 856,Warsaw, NC 2839E Phone No.:[phone]
Signature: r t Date: -lz >
E) or Control Insect Control, Mortality Man ement and Emergency Action Plan (SD
SI WUP RC or I)
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, YVarsaw, NC 2839E Phone No.:[phone]
Signature. t Date: q- S—Zot��
F) Written Notice of New or Expanding Swi a Farm
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
(we)certify that I (we)have attempted to contact by certified mail all adjoining property owners and
all property owners who own property located across a public road,street or highway from this new
or expanding swine farm. The notice was in compliance with the requirements of NCGS 106-805.
A copy of the notice and a list of property owners noted 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,expanded or rgtrofdted facility (SI)
Animal waste storage and treatment structures, such as but not limited to lagoons and ponds, have
been installed in accordance with the approved plan to meet or exceed the minimum standards and
specifications.
For existing facilities without retrofits, no certification is necessary.
Name of Technical Specialist(Please Print):
Affiliation Date Work Completed:
Address(Agency): Phone No.:
Signature: Date:
B) Land Application Site(WUP)
Check the appropriate box
The cropping system is in place on all land as specified in the animal waste management plan.
lJ Conditional Approval: all required land as specified in the plan is cleared for planting: the
cropping system as specified in the waste utilization plan has not been established and the owner
has committed to establish the vegetation as specified in the plan by (month/day/year);
the proposed cover crop is appropriate for compliance with the waste utilization plan.
O 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): Toni W. King
Affiliation Murphy-Brown, LLC Date Work Completed:
Address(Agency): P.O. Box 856, arsaw, NC 2839E Phone No.:[phone]
Signature: _ t Date: ZoJte
This following signature block is only to be used when the box for conditional approval in Ill. B
I (we) certify that I (we) have committed to establish the cropping system as specified in my (our) waste
utilization plan, and if appropriate to establish the interim crop for erosion control, and will submit to DEM a
verification of completion from a Technical Specialist within 15 calendar days following the date specified in the
conditional certification. I (we) realize that failure to submit this verification is a violation of the waste
management plan and will subject me(us)to an enforcement action from DEM.
Name of Land Owner:
Signature: Date:
Name of Manager(if different from owner):
Signature: Date
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) ADDlication and Handling Equipment Installation (WUP or 1)
Check the appropriate Pidck
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.
0 Animal waste application and handling equipment specified in the plan has not been
installed but the owner has produced leasing or third party application and has provided
a signed contract: equipment specified in the contract agrees with the requirements of
the plan: required buffers can be maintained: calibration and adjustment guidance
have been provided to the owners and are continued as part of the plan.
Conditional approval: Animal waste application and handling equipment specified in
the plan has been purchased and will be on site and installed by
(month/day/year); there is adequate storage to hold the waste until the equipment is
installed and until the waste can be land applied in accordance with the cropping
system contained in the plan; and calibration and adjustment guidance have been
provided to the owners and are contained as part of the plan,
Name of Technical Specialist (Please Print): Toni W. King
Affiliation Murphy-Brown, LLC Date Work Completed:
Address(Agent ): P.O. BoxV1(arsaw, NC 2839E Phone No.:[phone]
Signature: p � �,� , _ , Date: I- S .Zp i k'
The following signature block is only usAJwhenthe box for conditional approval In III D above
has been checked.
I (we) certify that I (we) have committed to purchase the animal waste application and handling equipment as
specified in my(our)waste management plan and will submit to DEM a verification of delivery and installation
from a Technical Specialist within 15 days following the date specked in the conditional certification. I (we)
realize that failure to submit this verification is a violation of the waste management plan and will subject me(us)
to an enforcement action from DEM.
Name of Land Owner:
Signature: Date:
Name of Manager(if different from owner):
Signature: Date
E)Odor Control Insect Control and Mortality Management (SD St. WUP RC or 1)
Methods to control odors and insects as specified in the Plan have been installed and are operational. The
mortality management system in the Plan has also been installed and is operational.
Name of Technical Specialist (Please Print): Toni W. King
Affiliation Murphy-Brown, LLC Date Work Completed:
Address (Age cy): P.O. Box 856, Warsaw, NC 2839E Phone No.:[phone]
Signature: � �dv-,_ t ,J �.... Date: -6 -co - t-n
AWC --August 1, 1997 5

Please return the completed form to the Division of Water Quality at the following Address:
Department of Envlrgnment Health and Natural Resources
Divisl n of Wa or bua ity
Water Quality p Eton, 8gogg3 pliance Group
Ralelgh, N�27626-0635
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 8/4/2016 2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
NUTRIENT UTILIZATION PLAN
Grower(s): Murphy-Brown, LLC
Farm Name: Fox Ridge; Fac. No.:4-30
County: Anson
Farm Capacity:
Farrow to Wean 4000
Stud, Isolation,
Depot, Truck Wash
Wean to Feeder 2000
Feeder to Finish 2336
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,it',tons,etc.):
Capacity Type Waste Produced per Animal Total
4000 Farrow to Wean 3203 gatyr 12,812,000 galtyr
Farrow to Feeder 3861 gal/yr galtyr
Farrow to Finish 10478 galtyr galtyr
2000 Wean to Feeder 191 gal/yr 382,000 gal/yr
2336 Feeder to Finish 927 al/ r 2,165,472 galtyr
Total 15,359,472 gallyr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs): *46.3 Capacity is equivalent comb-
ination of remaining animals on site.
Capacity Type Nitrogen Produced perAnimal Total
4000 Farrow to Wean 3.8436 Ibs/yr 15,374 Ibstyr
Farrow to Feeder 6.9498 Ibs/yr Ibs/yr
Farrow to Finish 18.8604 Ibstyr Ibstyr
2000 Wean to Feeder 0.3438 Ibstyr 688 Ibs/yr
2336 Feeder to Finish 1.6686 Ibstyr 3,898 Ibs/yr
Total 19,960 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: 170.43
Total N Required 1st Year: 32025.2786
Total N Required 2nd Year: 0
Average Annual Nitrogen Requirement of Crops: 32,025.28
Total Nitrogen Produced by Farm: 19,959.85
Nitrogen Balance for Crops: (12,066.43)
The following table describes the specifications of the hydrants and fields that contaln 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

Reception Area Specifications
Tract Field Irrigated Soil tst Crop Time to ist Crop 1st Crop Lbs N/Ac Lbs N Total Ibs N 2ntl Crop Time to 2ntl Crop 2ntl Crop LDs WAc Lips N Toral Ibs N Total Total Ibs N
Acreage Type Code I Yield Ibs WUnit Residual /Ac Utilized Cade I Yield lbs N/Unit Residual /Ac LIULIZ tl Lbs WAtl Wlizetl
T1206 1 4.82 Badin H I Aug-Jul 3.8 43 163.4 787.588 0 0 163.4 787.588
T1206 2 3.58 Badin H Aug-Jul 3.8 43 163.4 584.972 0 0 163.4 594.972
T1206 4 1.81 Badin H Aug-Jul 3.8 43 163.4 295.754 0 0 163.4 295.754
T1208 5 6.19 Badin H Aug-Jul 3.8 43 163.4 1011.448 0 0 163.4 1011.446
T1206 6 4.7 Badin H Aug-Jul 3.8 43 163.4 767.98 0 0 163.4 767.98
T1206 7 3.9 Badin H Aug-Jul 3.8 43 163.4 637.26 0 0 163.4 637.26
T1206 8 0.66 Badin H Aug-Jul 3.8 43 163.4 107.844 0 0 163A 107.844
T1205 9 1.85 Badin H Au Jul 3.8 43 163.4 302.29 0 0 163A 302.29
T1206 10 t.98 Tanus H Au Jul 4.3 43 184.9 362.404 0 0 184.9 382.404
T1206 11 1.94 Tams H Au Jul 4.3 43 184.9 358.705 0 0 184.9 358.706
T1206 1 12 1 3.26 Tams H Au UI 4.3 1 43 1 184.9 1 602.774 0 1 0 1 184.9 602.774
T1206 13 4.79 Badin C Mar-Se 3.8 1 43 163.4 782.686 L Sept-Apr 1 50 50 1 239.5 213.4 1022.186
T1206 14 5.08 Badin C I MarSept 3.8 43 163A 830.072 L Sept-Apr 1 50 50 254 213.4 1084.072
T1208 15 5.71 Badin C I Mar-Sept 3.8 43 163.4 933.014 L Sept-Apr 1 50 50 295.5 213.4 1218.514
T1206 16 5.28 Badin C I Mar-Sept 3.8 43 163.4 862.752 L Sept-Apr i 50 50 264 213.4 1126.752
T1206 17A 29.21 Badin C I Mar-Sept 3.8 43 163.4 4772.914 L Sept-Apr 1 50 50 1460.5 213A 6233.414
T1206 17B 29.21 Badin C War-Sept 3.8 43 163.4 4772.914 L t i 50 50 1460.5 213.4 62334414
T1206 21 2.83 Badin C mar-Sept 3.8 43 163.4 470.592 L 1 60 50 144 213.4 614.592
T1206 28 2.16 Badin F Mar15-July 665.0 0.073 30 18.545 40.0572 CoverCm 30 1 30 64.8 48.545 104.8572
T1206 29 4.23 Badin F Marl 5-July 665.0 0.073 30 18.545 78.44535 CoverCm t r 30 1 30 126.9 48.545 205.3454
T1206 30 1.33 1 Batlin H Au Jul 3.8 43 1 163.4 217.322 0 0 163A 217.322
T1206 F31-32 16.1 Badin H Au ul 3.8 43 163.4 2630.74 0 0 163.4 2630474
T1206 Murphy A 12.29 Badin H Aug-Jul 3.8 43 1 163.4 20084186 0 0 163.4 2008.186
T1206 Sub 13-27 7298 in C Mar 3.8 43 163.4 2120.932 L Sept-Apr 1 50 50 649 213.4 2769.932
T1206 Sub 30 4.51 Badin H Aug-Jul 3.8 43 163.4 736.934 0 0 163.4 736.934
Tots/s: 170.43 2707&5a 494a&7 32025.28
3(a)of 11

Reception Area Specifications
Tract Field Irrigated Soil 1st Crop Time to 1st Cmp tetCmp Lbe WAc Lb.N Total lee N 2nd Crop Time to 2nd Crop 2nd Crop Lbe N/Ac Lbs N Total Ibs N Total Taal l"N
Acres . Type, Code Apply Yield Ibe N/Unit Residual Me Utilized Coda Apply Yield [be NNnit Residual /Ac Utilized Lbe NIAc Utilized
Toro/a: 0 0 0 0
3(b)of 11

This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In 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 K small grain gets too high and this will definately 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 1.6lbs N/bushel
B Grazed Bermudagrass 37.5 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 Grazed Fescue 37.5 Ibs N/ton
H Fescue-Hay 50 Ibs N I ton
I Oats 1.3 Ibs N/bushel
J Rye 2.4 Ibs N/bushel
K Grazed Overseed 50 Ibs N/acre
L Overseed Hay 50 Ibs N/acre
M Grain Sorghum 2.5 Ibs N I cwt
N Wheat 2.4 Ibs N/bushel
0 Soybean 4.0 Ibs N I 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

I
' SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications PAN r/animal Farm Total/ r
4000 Farrow to Wean 0.84 3360
Farrow to Feeder 1
Farrow to Finish 4.1
2000 Wean to Feeder 0.072 144
2336 Feeder to Finish 0.36 840.96
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 4344.96 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 21724.8 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 72 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre,you will need 173.7984 acres of land. Please note that these
j 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 inlhr * inches
T1206 1 Badin H 0.35 1
T1206 2 Badin H 0.35 1
T1206 4 Badin H 0.35 1
T1206 5 Badin H 0.35 1
T1206 6 Badin H 0.35 1
T1206 7 Badin H 0.35 1
T1206 8 Badin H 0.35 1
T1206 9 Badin H 0.35 1
T1206 10 Tarrus H 0.5 1
T1206 11 Tarrus H 0.5 1
T1206 12 Tarrus H 0.5 1
T1206 13 Badin C 0.35 1
T1206 14 Badin C 0.35 1
T1206 15 Badin C 0.35 1
T1206 16 Badin C 0.35 1
T1206 17A Badin C 0.35 1
T1206 17B Badin C 0.35 1
T1206 21 Badin C 0.35 1
T1206 28 Badin F 0.35 1
T1206 29 Badin F 0.35 1
T1206 30 Badin H 0.35 1
T1206 F31-32 Badin H 0.35 1
T1206 Murphy A Badin H 0.35 1
T1206 Sub 13-27 Badin C 0.35 1
T1206 Sub 30 Badin H 0.35 1
6of11

Additional Comments:
This plan revised to show a crop change from row crops to fescue hay for
(hyds 1-12)and from the high rate to the regular rate on the overseed
(hyds 13-21). All other parameters remianed the same.
Matua may be substituted as the overseed crop if desired. The PAN rates and
application windows will remain the same with half of the total PAN applied
during each of the specified windows. The overseed crop must be removed by
the first week of April.
8/4/2016 This plan revision changes the number and type of animals from
2000 Wean to Feeder, 3600 Farrow- Wean 3360 Feeder to Finish 100 gilts
and 50 Boars to 2000 Wean to Feeder, 2336 Feeder to Finish, 4000 Farrow
to Wean. The production and application rates have been updated to reflect
the current recommendations. No other changes have been made.
7of11

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: Fox Ridge; Fac. No.: 4-30
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: J6-Ej - ;L-p�
Date
Name of Manager(if different from owner):
Signature:
Date
Name of Technical Specialist: Toni W. King
Affiliation: Murphy-Brown,L.L.C.
Address: 2822 Hwy 24 West,PO Drawer 856
Warsaw, NC 28398
Telephone: [phone]
Signature: �J�Y �ti c6 S -ZCkU
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

Fox Ridge
Fac. No.: 4-30
Scale: 1"=600'
Total Field Murphy A = 12%29 Ac.
a
5�e`AI4
Pull/Hvd Acres
1 4.82
2 3.58 - Well w/100' offset
4 1.81
5 6.19
6 4.70
7 3.90
8 0.66
9 1.85
10 1.96
11 1.94
12 3.26 Total Field 2 = 21.06 Ac.
13 4.79 Wetted = 16.60 Ac.
14 5.08
15 5.71
16 5.28 Total Field 1 - 9.46 Ac.
17A 29.21 Welled = 8.40 Ac.
178 29.21
21 2.88
28 2.16
29 4.23 4 p
30 1.33 1
Total 124.55
l: 6 s
7
Well w/100' offset
99q/)� To lot Field 3 = 3.17 Ac.
Oy Wetted = 2.51 Ac. Field = 5.84 Ac.
Wetted = 1.33 Ac.
Total Field 4 11.34 Ac. Sub3O = 4.51 Ac.
Weliod = 7A6 Ac. 30
Wells w/100, offsets
u 10
12 11 Wells w/100 offsets 28
29
OFTId
Q (Field 6) 2.66 A<
Walls w/100� offsets Total Field 8 = 16.10 Ac.
(F31-32)
Total Field 6 - 10.57 Ac.
Welled = 6.36 AcS ecifi a i3 Traveler w Nelson 150
11.08' nozzle ® 60 PSI
182 GPM; 300' WD
200' lone Spacing
900' Pivot
Sub13-27 = 12.98 Ac.
ti
O p
S
002919
Oes GN4o-
S°kINK���

Grower: FOX Ridge Sow FarmDesigned y: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, INC 28398 Date: 08/02/16
County: Anson Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
Farm Population:
Nursery: ------------------- 0
Wean to Finish: ------------------- 0
Finishing: ------------------- 0
Farrow to weanling: ------------------- 4000 Hid.
Farrow to feeder: ------------------- 0
Farrow to finish: ------------------- 0
Boars: ------------------- 0
Storage Period: ------------------- 127 Days
25 Yr. 124 Hr Storm Event ------------------- 6.3 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? (YIN)------------ Y
Does Operator Want Emergency Spillway? (YIN)------------ N
Was This Design Built Prior to Sept. 1996? (YIN) ------------ Y
Is Drain Tile Req'd to Lower SHWT? (YIN) ------------ N
Seasonal High Water Table Elev: ------ 0.00
Freeboard: ------------------- 1.0 Ft.
Emergency Spillway Flow Depth: Not Applu,.',I
Side Slopes: ------------------- 3 :1 (H:V)
Press ALT-C to Download 0.0
contour areas see sl i 0.0
Top of Dike Elevation: ---------------• Depth 97.00 Ft.
Finished Bottom Elevation: ---------------• 14.00 Ft. 83.00 Ft.
Start Pump Elevation: ---------------- 19.8 In. 95.35 Ft.
Stop Pump Elevation: ---------------- 54.96 In. 92.42 Ft.
LAGOON VOLUME REQUIRED VOL. DESIGN VOLUMES % REQ'D.
StormStor= 129384 (Cu.Ft.) 161,416 (Cu.Ft.) 117.03%
Temporary= 639138 (Cu.Ft.) 640,446 (Cu.Ft.) 100,20%
Permanent= 1454880 (Cu.Ft.) 1,560,467 (Cu.Ft.) 107.26%
Total Volume= 2,223,401 (Cu.Ft.) 2,352,329 (Cu.Ft.) 105.80%
112 Treatment Volume= 727,440 (Cu.Ft.)
112 Treatment Volume Elevation = 88.57 Ft. 101.13 In.
90 Temporary Storage Volume Elevation= 93.87 Ft. 37.54 In.
Min. Required Liner Thickness ------------------- 2.0 Ft.
Lagoon Surface Area: (Inside TOD) ------------------- 246,445 S.F.
Murphy-Brown, LLC Engineering P.O. Box 856,Warsaw,NC 28398 [phone]

rower: Fox Ridge Sow FarmDesigned y: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 08/02/16
County: Anson Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: Cu. Ft.
LAGOON STAGE-AREA VOLUMES
Contour
Elevation (FT.) Area SF Incr. Vol. (Cu. FT) Cumul. Vol. (Cu. FT)
83.00 126,402 0
84.00 134,529 130,466 130,466
85.00 142,725 138,627 269,093
86.00 150,989 146,857 415,950
87.00 159,323 155,156 571,106
88.00 167,725 163,524 734,630
89.00 176,196 171,961 906,590
90.00 184,736 180,466 1,087,056
91.00 193,345 189,041 1,276,097
92.00 202,023 197,684 1,473,781
93.00 210,770 206,397 1,680,177
94.00 219,585 215,178 1,895,355
95.00 228,470 224,028 2,119,382
96.00 237,423 232,947 2,352,329
97.00 246,445 241,934 2,594,263
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL 2,223,401 CF CUMULATIVE VOL. ZONE VOL. 105.80%
END PUMP = = = = 92.42 FT 1,560,467 CF TR'MT 1,560,467 107.26%
START PUMP = = : 95.35 FT 2,200,913 CF TEMP 640,446 100,20%
MAX STORAGE = 96.00 FT 2,352,329 CF STORM 151,415 117.03%
Murphy-Brown,LLC Engineering P.O.Box 856,Warsaw,NC 28398 [phone]

Grower: Fox Ridge Sow Farm 74401-1 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 08/02/16
County: Anson Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storaoe:
Required Treatment Volume:
lAnimal Type Capacity ALW (cuft/lb) = ota
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 0.67 1,160,440
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.)= 1,160,440
Sludge Storage Volume:
Animal Type Capacity ALW (cu.ft./lb) = o a
Nursery 0 30 0.00 0
Wean to Finish 0 115 0.00 0
Finishing 0 135 0.00 0
Farrow to weanling 4,000 433 0.17 294,440
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.)= 294,440
Temporary Storage Volume:
Manure Production:
AnimalType Capacity Sto. Period J./day) =Total
Nursery 0 127 0.30 0
Wean to Finish 0 127 1.17 0
Finishing 0 127 1.37 0
Farrow to weanling 4,000 127 4.39 2,232,227
Farrow to feeder 0 127 5.30 0
Farrow to finish 0 127 14.38 0
Boars 0 127 4.06 0
Total Manure Production (gals.)= 2,232,227
Total Manure Production (cu.ft.)- 298,426
Excess Fresh Water:
jAnimal Type Capacity* to. eno a =Total
Nursery 0 127 0.00 0
Wean to Finish 0 127 0.00 0
Finishing 0 127 0.00 0
Farrow to weanling 4,000 127 2.90 1,473,200
Farrow to feeder 0 127 0.00 0
Farrow to finish 0 127 0.00 0
Boars 0 127 0.00 0
Total Fresh Water Excess(gals.)= 1,473,200
Total Fresh Water Excess(cu.ft.)- 196,952
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 (910) 293- 434

Grower: Fox Ridge Sow Farm 74401-1 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 08/02/16
County: Anson Sheet 4 of 7
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area+Additional Drainage Area) *Rainfall/12in./ft
Vol.= (246445 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 143,760
Storm Storage:
Vol.=(Lagoon Surf. Area +Addt'I Drainage Area) *25Yr./241-1r. Storm(in)i 12in./ft.
Vol.= (246445 sq.ft + 0 sq.ft.) * 6.3 in. /12 in./ft.
Total Required Volume for 25Y0241-1r. Storm Event(cu.ft)= 129,384
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area +Addt'I Drainage Area) *"Heavy Rain"Factor(in)112in./ft.
Vol.= (246445 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. /241-1r. Storm +'Heavy Rain')= 129,384 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water+ Rainfall Excess +Additional Water Storage)= 639,138 (CU.FT)
Total Required Permanent Storage
(Treatment+ Sludge) = 1,454,880 (CU.FT)
TOTAL REQUIRED VOLUME=2223401 (CU.FT.)
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Fox Ridge Sow Farm 74401-1 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Dale: 08/02/16
County: Anson Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation ----------------- 97.00 FT.
Emergency Spillway Crest Elevation ----------------- Nol AI Applicable
Top of 25Yr. /241-1r. Storm Storage ----------------- 96.00 FT.
Top of"Heavy Rain"Storage ----------------- Not Applicable
Start Pump Elevation ------------------- 95.35 FT.
End Pump Elevation -------- 92.42 FT.
Top of Sludge Storage ----------------- 85.17 FT.
Seasonal High Watertable Elev. -------- 0.00
Finished Bottom Elevation --------—-------- 83.00 FT.
Inside Top Length ----------------- Not Applicable
Inside Top Width ------------------ Not Applicable
Side Slopes --------—-------- 3:1 H:V
Lagoon Surface Area ------------------ 246,445 SF
Min. Liner Thickness(if required) ------------ 2.0 FT.
Freeboard Depth ----------------- 1.00 FT.
Temporary Storage Period ----------------- 127 Days
TOTAL DESIGN VOLUME=2362329(CU.FT.)
Zone Deaths:
Treatment/Sludge Storage Zone Depth ----------- 9.4 FT.
Temporary Storage Zone Depth ---------- 2.9 FT.
Freeboard/Storm Storage Zone Depth ---------- 1.7 FT,
Total Lagoon Depth ------- 14.0 FT.
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 (910) 93-3434

Grower: Fox Ridge Sow Farm 74401-1 Designe KBW
Address: PO Box 856 Checker DSE
Warsaw, NC 28398 Date: 08/02/16
County. Anson Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV=97.00
/ \ TOP OF STORM ELEV= 96.00 / \
STRT PMP EL.= 95.35 \ TOP OF TEMP STORAGE ELEV = 95.35 /
END PMP EL. = 92.42 \ TOP OF TREAT ELEV= 92.42 SHWT= 0.00
\ TOP OF SLUDGE ELEV = 85.17 /
FINISHED BOTTOM ELEV=83.00
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Fox Ridge Sow Farm 74401-1 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 08/02/16
Coun Anson Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359-WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
N CqR
NOTE: See attached Waste Utilization Plan �_OPQ ESSoi 0�2
`• _
DESIGNED: 023993994
• 'i,O9:CciLGI NE�P• ��,�'
DATE: �S L , li
��,
COMMENTS: The lagoon has been designed as an irregular shape.
This design is update of start and stop pump elevations and to show the 1/2
treatment volume level for sludge storage. This design does not supercede the
original certification of the farm.
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Fox Ridge Nursery/FinisherDesigned y: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, INC 28398 Date: 08/03/16
County: Anson Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
Farm Population:
Nursery: ------------------- 2000 Hd.
Wean to Finish: ------------------- 0
Finishing: ------------------- 2336 Hd.
Farrow toweanling: ------------------- 0
Farrow to feeder: ------------------- 0
Farrow to finish: ------------------- 0
Boars: ------------------- 0
Storage Period: ------ 540 Days
25 Yr. /24 Fir Storm Event ------------------- 6.3 In.
"Heavy Rain" Factor I S :h,-�N
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? (YIN)------------ N
Does Operator Want Emergency Spillway? (YIN)------------ N
Was This Design Built Prior to Sept. 1996? (YIN)------------ Y
Is Drain Tile Req'd to Lower SHWT? (YIN)------------ N
Seasonal High Water Table Elev: ------------------- 159.00 Ft.
Freeboard: ------------------- 1.0 Ft.
Emergency Spillway Flow Depth:
Side Slopes: --- ------ 3 :1 (H:V)
Inside Top Length: 398.0 Ft.
Inside Top Width: 346.0 Ft.
Top of Dike Elevation: ---------------- Depth 165.00 Ft.
Finished Bottom Elevation: ---------------- 14.00 Ft. 151.00 Ft.
Start Pump Elevation: ---------------- 18.72 In. 163.44 Ft.
Stop Pump Elevation: ---------------- 72 In. 159.00 Ft.
LAGOON VOLUME REQUIRED VOL. DESIGN VOLUMES % REQ'D.
Storm Stor= 72297 (Cu.Ft.) 73,417 (Cu.Ft.) 101.55%
Temporary = 535981 (Cu.Ft.) 639,613 (Cu.Ft.) 100.68%
Permanent= 469200 (Cu.Ft.) 774,928 (Cu.Ft.) 165.16%
Total Volume = 1,077,477 (Cu.Ft.) 1,387,958 (Cu.Ft.) 128.82%
1/2 Treatment Volume= 234,600 (Cu.Ft.)
112 Treatment Volume Elevation= 156.82 Ft. 98.12 In.
90 Temporary Storage Volume Elevation = 162.23 Ft. 33.23 In.
Min. Required Liner Thickness ------------------- 2.0 Ft.
Lagoon Surface Area: (Inside TOD) ------------------- 137,708 S.F.
Murphy-Brown, LLC Engineering P.O. Box 856,Warsaw,NC 28398 [phone]

rower: Fox Ridge Nursery/FinisherDesigned y: KbVV
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 08/03/16
County: Anson Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: Cu. Ft.
LAGOON STAGE-AREA VOLUMES
Contour
Elevation (FT.) Area SF Incr. Vol. (Cu. FT) Cumul. Vol. (Cu. FT)
151.00 82,268 0
152.00 85,760 84,014 84,014
153.00 89,324 87,542 171,556
154.00 92,960 91,142 262,698
155.00 96,668 94,814 357,512
156.00 100,448 98,558 466,070
157.00 104,300 102,374 558,444
158.00 108,224 106,262 664,706
159.00 112,220 110,222 774,928
160.00 116,288 114,254 889,182
161.00 120,428 118,358 1,007,540
162.00 124,640 122,534 1,130,074
163.00 128,924 126,782 1,256,856
164.00 133,280 131,102 1,387,958
165.00 137,708 135,494 1,523,452
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL 1,077,477 CF CUMULATIVE VOL. ZONE VOL. 128.82%
END PUMP = _ _ = 159.00 FT 774,928 CF TR'MT 774,928 165.16%
START PUMP = = 163.44 FT 1,314,541 CF TEMP 539,613 100.68%
MAX STORAGE = 164.00 FT 1,387,958 CF STORM 73,417 101.55%
Murphy-Brown, LLC Enginennng P.O.Box 856,Warsaw,NC 28398 [phone]

Grower: Fox Ridge Nursery/Finisher 74402-3 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 08/03/16
County: Anson Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
P�mmal Type C apacrty cu. . = ota
Nursery 2,000 30 1.00 60,000
Wean to Finish 0 115 1.00 0
Finishing 2,336 135 1.00 315,360
Farrow to weanling 0 433 1.00 0
Farrow to feeder 0 522 1.00 0
Farrow to finish 0 1,417 1.00 0
Boars 0 400 1.00 0
Total Required Treatment Volume(cu.ft.)= 375,360
Sludge Storage Volume:
Animal Type Capacity ALW (cuffilb) = o
Nursery 2,000 30 0.25 15,000
Wean to Finish 0 115 0.00 0
Finishing 2.336 135 0.25 78,840
Farrow to weanling 0 433 0.00 0
Farrow to feeder 0 522 0.00 0
Farrow to finish 0 1,417 0.00 0
Boars 0 400 0.250 0
Total Required Sludge Storage Volume(cu.ft.)= 93,840
Temporary Storage Volume:
Manure Production:
Animal Type Capacity Sto. Period a )=Total
Nursery 2.000 540 0.30 328.800
Wean to Finish 0 540 1.17 0
Finishing 2,336 540 1.37 1,728,173
Farrow toweanling 0 540 4.39 0
Farrow to feeder 0 540 5.30 0
Farrow to finish 0 540 14.38 0
Boars 0 540 4.06 0
Total Manure Production(gals.)= 2,066,973
Total Manure Production (cu.ft.)= 274,996
Excess Fresh Water:
Animal Type Capacity Sto. Period a =Total
Nursery 2.000 540 0.20 216,000
Wean to Finish 0 540 0.00 0
Finishing 2,336 540 0.90 1,135,296
Farrow to weanling 0 540 0.00 0
Farrow to feeder 0 540 0.00 0
Farrow to finish 0 540 0.00 0
Boars 0 540 2.70 0
Total Fresh Water Excess(gals.)= 1,351,296
Total Fresh Water Excess(cu.ft.)= 180,655
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

[;rower: Fox Ridge Nursery/Finisher 74402-3 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 08/03/16
County: Anson Sheet 4 of 7
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area +Additional Drainage Area)*Rainfall/12in./ft
Vol.= (137708 sq.ft. + 0 sq.ft.) * 7 in. 112 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 80,330
Storm Storage:
Vol.=(Lagoon Surf.Area +Addt'I Drainage Area) *25Y0241-1r. Storm(in)/ 12in./ft.
Vol.= (137708 sq.ft + 0 sq.ft.) * 6.3 in. /12 in./ft.
Total Required Volume for 25Y02411r.Storm Event(cu.ft)= 72,297
"Heavy Rain"Storage:
Vol.=(Lagoon Surf.Area +Addt'I Drainage Area) *"Heavy Rain" Factor(in)/ 12in./ft.
Vol.= (137708 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. /241-1r. Storm + 'Heavy Rain')= 72,297 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr.Water+ Rainfall Excess+Additional Water Storage) = 535,981 (CU.FT)
Total Required Permanent Storage
(Treatment+ Sludge) = 469,200 (CU.FT)
TOTAL REQUIRED VOLUME= 1077477 (CU.FT.)
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Fox Ridge Nursery/Finisher 74402-3 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 08/03/16
County: Anson Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation ------------------ 165.00 FT.
Emergency Spillway Crest Elevation ------------------- Not AlApplicable
Top of 25Yr./241-1r. Storm Storage ----------------- 164.00 FT.
Top of"Heavy Rain"Storage ------------------ Not Applicable
Start Pump Elevation ------------—---— 163.44 FT.
End Pump Elevation ------------------ 159.00 FT.
Top of Sludge Storage ----------------- 152.11 FT.
Seasonal High Watertable Elev. ---------------- 159.00 FT.
Finished Bottom Elevation -------------- 151.00 FT.
Inside Top Length --------------- 398.00 FT.
Inside Top Width ---------------- 346,00 FT.
Side Slopes -------------- 3:1 H:V
Lagoon Surface Area ---------------- 137,708 SF
Min. Liner Thickness(if required) ---------------- 2.0 FT.
Freeboard Depth -----—----------- 1.00 FT.
Temporary Storage Period ..............—... 540 Days
TOTAL DESIGN VOLUME=1387958(CU.FT.)
Zone Deaths:
Treatment/Sludge Storage Zone Depth ---------- 8.0 FT.
Temporary Storage Zone Depth --------- 4.4 FT.
Freeboard/Storm Storage Zone Depth ----------- 1.6 FT.
Total Lagoon Depth -------- 14.0 FT.
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Fox Ridge Nursery/Finisher 74402-3 Designe KBW
Address: PO Box 856 Checker DSE
Warsaw, NC 28398 Date: 08/03/16
County: Anson Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV= 165.00
/ \ TOP OF STORM ELEV = 164.00 / \
STRT PMP EL.= 163.44 \ TOP OF TEMP STORAGE ELEV= 163.44 /
END PMP EL. = 159.00 \ TOP OF TREAT ELEV= 159.00 SHWT= 159.00
1 /
\ TOP OF SLUDGE ELEV= 152.11 /
\_ /
FINISHED BOTTOM ELEV= 151.00
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Fox Ridge Nursery/Finisher 74402-3 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, INC 28398 Date: 08/03/16
County: Anson Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359-WASTE TREATMENT
LAGOON, revised prior to June, 1996,
Emergency Spillway:
An Emergency Spiltway is not required.
```�nrurrr Nr i
NOTE: See attached Waste Utilization Plan y Q�N'IC )�o
� :oFGSSrpti' /�
aQ SEAL
DESIGNED: l - 023994
';� F4'GING�P'
DATE: ?J •, 9(iy0 S" \Q
�''�rrnin�rrv�`•
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]

rower: ox Ridge Boar StUd 70BUO Designedy: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 01/27/09
County: Anson Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
Farm Poaulation:
Nursery: 0
Wean to Finish: ------------------- 0
Finishing ------------------- 0
Farrow toweanling: ------------------- 0
Farrow to feeder ------------------- 0
Farrow to finish: ------------------- 0
Boars: ------------------ 45 Hd.
Storage Period: ------------------- 180 Days
100 Yr./24 Hr Storm Event ------------------- 6.3 In.
"Heavy Rain"Factor
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)------------ Y
Does Operator Went Emergency Spillway? (Y/N)------------ N
Was This Design Built Prior to Sept. 1996? (Y/N)------------ N
Is Drain Tile Req'd to Lower SHWT? (YIN)----------- N
Seasonal High Water Table Elev: ------------------- 94.50 Ft.
Freeboard: ------------------- 1.0 Ft.
Emergency Spillway Flow Depth:
Side Slopes: ------------------ 3 :1 (H:V)
Top of Dike Elevation: ---------------- Depth 110.00 Ft.
Finished Bottom Elevation: ---------------- 11.00 Ft. 99.00 Ft.
Start Pump Elevation: --------------- 19.56 In. 108.37 Ft.
Stop Pump Elevation: ................ 60 In. 105.00 Ft.
LAGOON VOLUME REQUIRED VOL. DESIGN VOLUMES % RE 'D.
Storm Stor= 5513 (Cu,Ft.) 5,678 (Cu.Ft,) 101.19%
Temporary= 13380 (Cu.Ft.) 23,950 (Cu.Ft.) 179.00%
Permanent= 11250 (Cu.Ft.) 20,484 (Cu.Ft.) 182.08%
Total Volume 30,143 (Cu.Ft.) 50,013 (Cu.Ft.) 165.92%
112 Treatment Volume- 5,625 (Cu.Ft.)
112 Treatment Volume Elevation= 103.89 Ft. 73.34 In.
90 Temporary Storage Volume Elevation = 107.18 Ft. 33.82 In.
Min. Required Liner Thickness ------------------- 1.6 Ft.
Lagoon Surface Area:(Inside TOD) ------------------- 10,500 S.F.
Murphy-Brown,LLC 6pineerin9 P.O.Box 856,Wersaw,NC 28396 [phone]

rower: FOX Ridge Boar Stud 70800 Designedy:
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 01/27/09
County: Anson Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: Cu. Ft.
LAGOON STAGE-AREA VOLUMES
Contour
Elevation (FT.) Area SF Incr, Vol. (Cu. FT) Cumul. Vol. (Cu. FT)
99.00 1,655 0
100.00 2,145 1,900 1,900
101.00 2,699 2,422 4,322
102.00 3,315 3,007 7,329
103.00 3,993 3,654 10,983
104.00 4,735 4,364 15,347
105.00 5,539 5,137 20,484
106.00 6,406 5,973 26,457
107.00 7,335 6,871 33,327
108.00 8,327 7,831 41,158
109.00 9,382 8,855 50,013
110.00 10,500 9,941 59,954
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL 30,143 CF CUMULATIVE VOL. ZONE VOL. 165.92%
END PUMP = _ _ = 105.00 FT 20,484 CF TR'MT 20,484 182.08%
START PUMP = = 108.37 FT 44,434 CF TEMP 23,950 179.00%
MAX STORAGE = 109.00 FT 50,013 CF STOR 5,578 101.19%
Murphy-Brown,LLC Engnaering P.Q.Box 856,Warsaw,NC 28398 [phone]

Grower: Fox Ridge Boar Stud 70800 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Dale: 01/27/09
County; Anson Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
lAnimal Type Capacity ALW (cu,ft.Ab) = o a
Nursery 30 1.00 0
Wean to Finish 0 115 1.00 0
Finishing 0 135 1.00 0
Farrow toweanling 0 433 0.67 0
Farrow to feeder 0 522 0.67 0
Farrow to finish 0 1,417 1.00 0
Boars 45 400 0.50 9,000
Total Required Treatment Volume(cu.ft.)= 9,000
Sludge Stora a Volume:
ima ypeCapacity cu. . = o a
Nurse 0 30 0,25 0
Wean to Finish 0 115 0.25 0
Finishing 0 135 0.25 0
Farrow to weanling 0 433 0.17 0
Farrow to feeder 0 522 0.17 0
Farrow to finish 0 1,417 0.25 0
Boars 45 400 0.125 2,250
Total Required Sludge Storage Volume(cu.ft.)= 2,250
Temporary Storage Volume:
Manure Production:
�Anirnal Type Capacity 91o. Period d./day)=Total
Nursery 0 180 0.30 0
Wean to Finish 0 180 1.17 0
Finishing 0 180 1.40 0
Farrow to weanling 0 180 4.30 0
Farrow to feeder 0 180 4.50 0
Farrow to finish 0 180 13.60 0
Boars 45 180 4.00 32,400
Total Manure Production(gals.)= 32,400
Total Manure Production(cu.ft.)= 4.332
Excess Fresh Water:
6nlmal Lype Capacity' o. Period d./day)=Tots
Nursery 0 160 0.20 0
Wean to Finish 0 180 0.77 0
Finishing 0 180 0.90 0
Farrow toweanling 0 180 2.90 0
Farrow to feeder 0 180 3.50 0
Farrow to finish 0 180 9.50 0
Boars 45 180 2.70 21,870
Total Fresh Water Excess(gals.)= 21,e70
Total Fresh Water Excess(cu.ft.)- 2,924
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 ( 10) 9 -3 34

Grower: Fox Ridge Boar Stud 70800 Designed By: KBW
Address: PO Box 656 Checked By: DSE
Warsaw,NO 26398 Date: 01/27/09
County: Anson Sheet 4 of 7
TemoorarvStcraaoVolume: (Cont.)
Rainfall In Excess of Evaporation:
Vol.=(Lagoon Surface Area+Additional Drainage Area) Rainfall/12in.lft
Vol.= (10500 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap.(cu.ft.)= 6,126
Storm Storage:
Vol.=(Lagoon Surf.Area +Addt'I Drainage Area)*10OYr./24Hr. Storm(in)/12in.lft.
Vol.= (10500 sq.ft + 0 sq.ft.) * 6.3 in. /12 in./ft.
Total Required Volume for 100Yr.124Hr. Storm Event(cu.ft)= 5,513
"Heavy Rain"Storage:
Vol.=(Lagoon Surf.Area+Addt'I Drainage Area)*"Heavy Rain"Factor(In)!12in./ft.
Vol.= (10500 sq.ft + 0 sq.ft.) * 0.0 In. /12In./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
(10OYr./241-ir. Storm+'Heavy Rain')= 5,513 (CU.FT)
Total Required Temporary Storage
(Manure Prod. +Excess Fr.Water+Rainfall Excess+Additional Water Storage)= 13,380 (CU.FT)
Total Required Permanent Storage
(Treatment+ Sludge)= 11,250 (CU.FT)
TOTAL REQUIRED VOLUME=30143 (CU.FT.)
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 9 -3434

Grower: Fox Ridge Boar Stud 70800 Designed By: KBW
Address: PO Box856 Checked By: DSE
Warsaw, NC 28398 Date: 01/27/09
County: Anson Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation ................... 110.00 FT.
Emergency Spillway Crest Elevation ------------------- Not Al Applicable
Top of 1 OOYr./24Hr. Storm Storage ------------------ 109.00 FT.
Top of"Heavy RaIN'Storage ------------------- Not Applicable
Start Pump Elevation -----------•---- 108.37 FT.
End Pump Elevation ----------------- 105.00 FT.
Top of Sludge Storage ------------------- 100.14 FT.
Seasonal High Watertable Elev. ---------------•-. 94.50 FT.
Finished Bottom Elevation ---------—------— 99.00 FT.
Inside Top Length .................. Not Applicable
Inside Tap Width —----------—----- Not Applicable
Side Slopes ----------- ....... 3:1 HIM
Lagoon Surface Area .......-.......... 10,500 SF
Min.Liner Thickness(if required) .......-......--- 1.6 FT.
Freeboard Depth -----—----------- 1.00 FT.
Temporary Storage Period .....—............ 180 Days
TOTAL DESIGN VOLUME 50013(CU.FT.)
Zone Depths:
Treatment/Sludge Storage Zone Depth----------- 6.0 FT.
Temporary Storage Zone Depth ----------- 3.4 FT.
Freeboard/Storm Storage Zone Depth ---------- 1.6 FT.
Total Lagoon Depth ----------- 11.0 FT.
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 (910)293-3

Grower: Fox Ridge Boar Stud 70800 Desi ne KBW
Address: PO Box 856 Checke(DSE
Warsaw, NC 28398 Date: 01/27/09
County: Anson Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV = 110.00
/ \ TOP OF STORM ELEV= 109.00 / \
1 (
STRT PMP EL.= 108.37 \ TOP OF TEMP STORAGE ELEV = 108.37 /
END PMP EL. = 105.00 \ TOP OF TREAT ELEV= 105.00 SHWT=94.50
\ TOP OF SLUDGE ELEV= 100.14 /
FINISHED BOTTOM ELEV=99.00
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Fox Ridge Boar Stud 70800 Designed By. KBW
Address: PO Box 856 Checked By DSE
Warsaw, NC 28398 Date; 01/27109
County: Anson Sheet 7 of 7
This livestock waste treatment lagoon Is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359-WASTE TREATMENT
LAGOON,revised In August,2003,
Emergency Spillway:
An Emergency Spillway Is not required.
NOTE: See attached Waste Utilization Plan QPor-Ess�o OG
'/ DZ3g9.t
DESIGNED; r ��tG� G ;O ' ��
DATE:
COMMENTS: The lagoon has been designed as an irregular shape.
This design is update of start and stop pump elevations and to show the 1l2
treatment volume level for sludge storage. This design does not supercede the
original certification of the farm.
accounted for and that storage volumes calculated represent actual
conditions regardless of the shape.
Murphy-Brown, LLC Engineering P.O.Box 856, Warsaw NC 28398 [phone]

Grower: Fox Ridge DepotDesigned y: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 01/27/09
County: Anson Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
Farm Population:
Nursery: ------------------- 0
Wean to Finish: ----------•-------- 0
Finishing: ------------....... 200 Hd.
Farrow to weanling: ------------------- 0
Farrow to feeder: ------------------- 0
Farrow to finish: ----------•-------- 0
Boars: .......—.......... 0
Storage Period: ------- ----------- 180 Days
25 Yr.124 Hr Storm Event ------------------- 6.3 In.
"Heavy Rain"Factor
Rainfall In Excess of Evaporation ------------------- 7.0 In.
Additional Water Usage: •------------------ 85000 Gal.
Additional Drainage Area: ................... 0
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape? (YIN)----------- N
Does Operator Want Emergency Spillway? (YIN)------------ N
Was This Design Built Prior to Sept. 1996? (Y/N)------------ Y
Is Drain Tile Req'd to Lower SHWT? (YIN)------------ N
Seasonal High Water Table Elev: ------------------- 0.00
Freeboard: ---------......... 1.0 Ft.
Emergency Spillway Flow Depth:
Side Slopes: ------------------ 3 A (H:V)
Inside Top Length: 158.0 Ft.
Inside Top Width: 158.0 Ft.
Top of Dike Elevation: ---------------- Depth 102.50 Ft.
Finished Bottom Elevation: ---------------- 11.00 Ft. 91,50 Ft.
Start Pump Elevation: ---............. 18.96 In. 100.92 Ft.
Stop Pump Elevation: ---------------- 60 In. 97.50 Ft.
LAGOON VOLUME REQUIRED VOL, DESIGN VOLUMES %REQ'D.
Storm Stor= 13106 (Cu.Ft.) 13,263 (Cu.Ft.) 101.19%
Temporary= 32520 (Cu.Ft.) 85,390 (Cu.Ft.) 201.08%
Permanent= 27000 (Cu.Ft.) 73,474 (Cu.Ft.) 272.13%
Total Volume= 72,626 (Cu.Ft.) 152,126 (Cu.Ft.) 209.47%
112 Treatment Volume= 13,500 (Cu.Ft.)
112 Treatment Volume Elevation= 96.64 Ft. 70.27 In.
90 Temporary Storage Volume Elevation = 99.52 Ft. 35.78 In.
Min. Required Liner Thickness ...--............ 1.6 Ft.
Lagoon Surface Area:(Inside TOD) ------------------- 24,964 S.F.
Murphy-Brown,LLC Engineering P.O.Box 656,Warsaw,NC 28398 [phone]

rower: FOX Ridge Depot 7440-213 Designedy:
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 01/27/09
County: Anson Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: Cu. Ft.
LAGOON STAGE-AREA VOLUMES
Contour
Elevation (FT.! Area SF Incr. Vol. (CU. FT) Gumul. Vol. (Cu. FT)
91.50 8,464 0
92.00 9,025 4,372 4,372
93.00 10,201 9,613 13,985
94.00 11,449 10,825 24,810
95.00 12,769 12,109 36,919
96.00 14,161 13,465 50,384
97.00 15,625 14,893 65,277
98.00 17,161 16,393 81,670
99.00 18,769 17,965 99,635
100.00 20,449 19,609 119,244
101.00 22,201 21,325 140,569
102.00 24,025 23,113 163,682
102.50 24,964 12,247 175,930
These volumes were calculated using the vertical average end area method.
TOTAL READ VOL 72,626 CF CUMULATIVE VOL, ZONE VOL, 209.47%
END PUMP = = = = 97.50 FT 73474 CF TR'MT 73,474 272.13%
START PUMP = = : 100.92 FT 138:863 CF TEMP 65,390 201.08%
MAX STORAGE = 101.50 FT 152,126 CF STORM 13,263 101,19%
Murphy-Brown,LLC Engineeang P.O.Box 856,Warsaw,NC 26398 [phone]

Grower: Fox Ridge Depot 7440-2D Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 01/27/09
County: Anson Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
n ma a Capacity ALW (cu.11.11b) = o a
Nursery 0 30 1.00 0
Wean to Finish 0 115 1.00 0
Finishing 200 135 1.00 27,000
Farrow to weanling 0 433 1.00 0
Farrow to feeder 0 622 1.00 0
Farrow to finish 0 1,417 1.00 0
Boars 0 400 1.00 0
Total Required Treatment Volume(cu.ft.)= 27,000
Sludge St ora a Volume:
n me Capacity ALW (cu.ft./lb) = ota
Nursery 0 30 0.00 0
Wean to Finish 0 115 0.00 0
Finishing 200 135 0.00 0
Farrow to weanling 0 433 0.00 0
Farrow to feeder 0 522 0.00 0
Farrow to finish 0 1,417 0.00 0
Boars 0 400 0.000 0
Total Required Sludge Storage Volume(cu.ft.)- 0
Temporary Storage Vglume:
Manure Production:
lAnimal Type Sto.Period day = o a
Nursery 0 180 0.30 0
Wean to Finish 0 180 1.17 0
Finishing 200 180 1.37 49,320
Farrow to weanling 0 180 4.39 0
Farrow to feeder 0 180 6.30 0
Farrow to finish 0 180 14.38 0
Boars 0 180 4.06 0
Total Manure Production(gals.)= 49,320
Total Manure Production(cu.ft.)= 6,594
Excess Fresh Water:
�kmmal Type Sto. Period J./day)= ola
Nursery 0 180 0.00 0
Wean to Finish 0 180 0.00 0
Finishing 200 180 0.00 0
Farrowto weanling 0 180 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.ft.)= 0
Murphy-Brown, LLC ngrneerng P.O. ox 856, Warsaw NC 28398 1 -3434

Grower: Fox Ridge Depot 7440-20 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw,NC 28398 Date: 01/27/09
County: Anson Sheet 4 of 7
Temporary Storage Volume: ICont.l
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area+Additional Drainage Area)'Rainfall/12inAl
Vol.= (24964 sq.ft. + 0 sq.ft.) . 7 in. /12 in./ft.
Total Required Volume for Rainfall In Excess of Evap.(cu.ft.)= 14,562
Storm Storage:
Vol=(Lagoon Surf.Area+Addl'I Drainage Area)'25Yr./24Hr. Storm(in)/12in./ft.
Vol.= (24964 sq.ft + 0 sq.ft.) ' 6.3 in. 112 in./ft.
Total Required Volume for 25Yr./24Hr.Storm Event(cu.ft)= 13,106
"Heavy Rain"Storage:
Vol.=(Lagoon Surf.Area+Addt'I Drainage Area)'"Heavy Rain"Factor(in)/121n./ft.
Vol.= (24964 sq.ft + 0 sq.ft.) ' 0.0 in. 112 in./ft.
Total Required Volume for"Heavy Rain" (tuft.)= 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
Vol.=85000gais.' 1 cu.ft/7.48 gals.
Total Required Volume For Additional Water Disposal(cu.ft)= 11,364
Total Required Storm Storage
(25Yr./24Hr.Storm+'Heavy Rain')= 13,106 (CU.FT)
Total Required Temporary Storage
(Manure Prod. +Excess Fr.Water+Rainfall Excess+Additional Water Storage)= 32,520 (CU.FT)
Total Required Permanent Storage
(Treatment+Sludge)= 27,000 (CUTT)
TOTAL REQUIRED VOLUME=72626 (CU.FT.)
Murphy-Brown, LL ngmeenng P.O. Box 856, arsaw 1VG 28398 910 293-34 4

Grower: Fox Ridge Depot 7440-2D Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw,NC 28398 Date: 01127fOg
County: Anson Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation ................... 102.50 FT.
Emergency Spillway Crest Elevation ------------------- Not Al Applicable
Tap of 25Yr./24Hr. Storm Storage ------------------- 101.50 FT.
Tap of"Heavy Rain"Storage -----------.•--... Not Applicable
Start Pump Elevation ------•---••-•--- 100.92 FT.
End Pump Elevation ------------------ 97.50 FT.
Top of Sludge Storage ----............... Not Applicable
Seasonal High Waterlable Elev. ••---------------- 0.00
Finished Bottom Elevation --............... 91.50 FT.
Inside Top Length ---•--------------- 158.00 FT.
Inside Top Width --..........-•---• 158.00 FT,
Side Slopes —-------------- 3:1 H:V
Lagoon Surface Area ---------------- 24,964 SF
Min. Liner Thickness(if required) ----------------- 1.6 FT.
Freeboard Depth .............—.... 1.00 FT.
Temporary Storage Period ------------------- 180 Days
TOTAL DESIGN VOLUME=152126(CU.FT.)
Zone Depths:
Treatment/Sludge Storage Zone Depth----------- 6.0 FT,
Temporary Storage Zone Depth ---------- 3.4 FT.
Freeboard/Storm Storage Zone Depth ---------- 1.6 FT.
Total Lagoon Depth ---------- 11.0 FT.
urphy-Brown, L C Engineering P.O. Box 856, Warsaw NC 28398 1 ) 293-343

Grower. Fox Ridge Depot 7440-21D Design KBW
Address: PO Box 856 Checker DSE
Warsaw, NC 28398 Date: 01/27/09
County: Anson Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV= 102.50
/ \ TOP OF STORM ELEV= 101.50 / \
STRT PMP EL.= 100.92 \ TOP OF TEMP STORAGE ELEV= 100.92 /
END PMP EL. =97.50 \ TOP OF TREAT ELEV=97,50 SHWT=0.00
FINISHED BOTTOM ELEV=91.50
Murphy-Brown, LLC Engineering P.O_ Box 856, Warsaw NC 28398 [phone]

Grower: Fox Ridge Depot 7440-2D
Address: PO Box 856 Designed By: KBE
Warsaw,NC 28398 Checked By: DSE
County: Anson Date: 01/27/09
Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359-WASTE TREATMENT
LAGOON,revised prior to June, 1996.
Emergency spillway:
An Emergency Spillway is not required.
'N CAR01
NOTE: See attached Waste Utilization Plan =QQoSEAL1,y�
DESIGNED: ,` � — _ 023994 -
4,01 t%6�P'
DATE: 27 O`1 9p/D S... \Q
COMMENTS:
This design Is update of start and stop pump elevations and to show the 112
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: Fox Ridge External TVV 7440-5 TW--- DesignedBy: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 01/27/09
County: Anson Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
Farm Population:
Nursery: ------------------ 0
Wean to Finish: ------------------- 0
Finishing: ------------------- 30 Hd.
Farrow to weanling: ------------------- 0
Farrow to feeder: .....-............ 0
Farrow to finish: ------------------- 0
Boars: --------- --------- 0
Storage Period: ------------------- 180 Days
25 Yr./24 Hr Storm Event ------------------- 6.3 In.
"Heavy Rain"Factor
Rainfall in Excess of Evaporation ------------------- 7.0 In.
Additional Water Usage: ------------------- 324000 Gal,
Additional Drainage Area: ------------------- 0
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape? (Y/N)------------ N
Does Operator Want Emergency Spillway? (YM)------------ N
Was This Design Built Prior to Sept. 1996? (YIN)------------ Y
Is Drain Tile Req'd to Lower SHWT? (Y/N)------------ N
Seasonal High Water Table Elev: -------------------
Freeboard: ------------------ 1.0 Ft.
Emergency Spillway Flow Depth:
Side Slopes: ------------------- 3 :1 (H:V)
Inside Top Length: 120.0 Ft.
Inside Top Width: 120.0 Ft.
Top of Dike Elevation: ---------------- Depth 102.50 Ft.
Finished Bottom Elevation: ---------------- 11.00 Ft. 91.50 Ft.
Start Pump Elevation: ................ 24 In. 100.50 Ft.
Stop Pump Elevation: ---------------- 108 In. 93.50 Ft.
END PUMP ELEVATION IS TOO LOWIII
LAGOON VOLUME REQUIRED VOL, DESIGN VOLUMES %REQ'D.
Storm$for= 7560 (Cu.Ft.) 12,339 (Cu,Ft.) 163.21%
Temporary= 52705 (Cu.Ft.) 54,117 (Cu.Ft.) 102.68%
Permanent= 4050 (Curt.) 7333 (Cu.Ft.) 181.06%
Total Volume= 64,315 (Cu.Ft.) 73,789 (Cu.Ft.) 114.73%
1/2 Treatment Volume= 2,025 (Cu.Ft.)
112 Treatment Volume Elevation= 93.04 Ft. 113.57 In.
90 Temporary Storage Volume Elevation= 94.87 Ft. 91.59 In.
Min.Required Liner Thickness ------------------- 1.6 Ft.
Lagoon Surface Area: (Inside TOD) ------------------ 14,400 S,F,
Murphy-Brown,LLC Engfinedng P.O.Bax 856,Warsaw,NO 28398 [phone]

Grower: Fox Ridge External TW 7440-5 TW Designedy: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 01/27/09
County: Anson Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: Cu. Ft.
LAGOON STAGE-AREA VOLUMES
Contour
Elevation WT.) Area SF Incr. Vol. (Cu. FT) Cumul. Vol. (Cu. FT)
91.50 2,916 0
92.00 3,249 1,541 1,541
93.00 3,969 3,609 5.150
94.00 4,761 4,365 9,515
95.00 5,625 5,193 14,708
96.00 6,561 6,093 20,801
97.00 7,569 7,065 27,866
98.00 8,649 8,109 35,975
99.00 9,801 9,225 45,200
100.00 11,025 10,413 55,613
101.00 12,321 11,673 67,286
102.00 13,689 13,005 80,291
102.50 14,400 7,022 87,314
These volumes were calculated using the vertical avers a end area method.
TOTAL READ VOL 64,315 CF CUMULATIVE VOL, ZONE VOL. 114.73%
END PUMP = = = = 93.50 FT 7,333 CF TR'MT 7,333 181,06%
START PUMP = = : 100.50 FT 61,450 CF TEMP 54,117 102.68%
MAX STORAGE = 101.50 FT 73,789 CF STORM 12,339 163.21%
Murphy-Brown,UC Engineering P.O.Box 856,Warsaw,NC 28398 [phone]

Grower: Fox Ridge External TW 7440.5 TW Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw,NC 28398 Date: 01127109
County: Anson Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
n ma a (Apacity ALW cu. . = o a
Nursery 0 30 1.00 0
Wean to Finish 0 116 1.00 0
Finishing 30 135 1.00 4.050
Farrow to weeding 0 433 1.00 0
Farrow to feeder 0 522 1.00 0
Farrow to finish 0 1,417 1.00 0
Boars 0 400 1.00 0
Total Required Treatment Volume(cu.fl.)-- 4,050
Sludge Storage Volume:
Limal Type Capacity ALW cu. . = 0 a
Nursery 0 30 0.00 0
Wean to Finish 0 115 0.00 0
Finishing 30 135 0.00 0
Farrow to Weanling 0 433 0.00 0
Farrow to feeder 0 522 0.00 0
Farrow to finish 0 1,417 0.00 0
Boars 0 400 0.000 0
Total Required Sludge Storage Volume(cu.ft.)- 0
Temporary Storage Volume:
Manure Production:
Animal Type Capacity o. eno a =Total
Nursery 0 180 0.30 0
Wean to Finish 0 180 1.17 0
Finishing 30 180 1.37 7,398
Farrow to weeding 0 180 4.39 0
Farrow to feeder 0 160 6.30 0
Farrow to finish 0 180 14.38 0
Boars 0 180 4.06 0
Total Manure Production(gets.)- 7,398
Total Manure Production(cu.ft.)- 989
Excess Fresh Water:
LAnimal Type Capacity Sto.Perioda = o a
Nursery 0 180 0.00 0
Wean to Finish 0 180 0.00 0
Finishing 30 180 0.00 0
Farrow to weanling 0 180 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.ft,)= 0
Murphy-Brown, LLC Engineering P.0. Box 856, Warsaw NC 28398 1 3. 434

Grower: Fox Ridge External TW 7440-5 TW Designed By: KBW
Address: PO Box 856 Chocked By: DSE
Warsaw,NC 28398 Date: O1/27/09
County: Anson Sheet 4 of 7
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area+Additional Drainage Area)'Rainfall I12inJft
Vol.= (14400 sq.ft. + 0 sq.ft.) " 7 in. /12 In./ft.
Total Required Volume for Rainfall In Excess of Evap. (cu.1L)= 8,400
Storm Storage:
Vol.=(Lagoon Surf.Area+Addt'I Drainage Area)'25Yr./24Hr. Storm(in)/121n./ft.
Vol.= (14400 sq,fl + 0 sq.ft.) ` 6.3 in. 112 In./ft.
Total Required Volume for 25Yr,/24Hr.Storm Event(cu.ft)= 7,560
"Heavy Rain"Storage:
Vol.=(Lagoon Surf.Area +AdclfI Drainage Area)*"Heavy Rain"Factor(in)J 12in./ft.
Vol.= (14400 sq.ft + 0 sq.ft.) " 0.0 in. 112 in./ft.
Total Required Volume for"Heavy Rain"(cu.ft.)- 0
(for Extended Periods of Chronic Rainfall)
Additional WaterSlorage:
Vol. =3240009als. . 1 cu.fl/7.48 gals.
Total Required Volume For Additional Water Disposal(cu.ft)= 43,316
Total Required Storm Storage
(25Yr. /2411r.Storm+'Heavy Rain')= 7,560 (CU.FT)
Total Required Temporary Storage
(Manure Prod. +Excess Fr.Water+ Rainfall Excess+Additional Water Storage)= 52,706 (CU.FT)
Total Required Permanent Storage
(Treatment+Sludge)= 4,050 (CU.FT)
TOTAL REQUIRED VOLUME=64315(CU.PT.)
Murphy-Brown, LLC Engineering PO, Box 656, Warsaw NC 28398 (910) 293-34 4

Grower: Fox Ridge External TW 7440.5 TW Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 01/27/09
County: Anson Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation ------------------ 102.50 FT.
Emergency Spillway Crest Elevation ------------------- Not AlApplicable
Top of 25Yr./24Hr.Storm Storage -- ......•• 101.50 FT.
Top of"Heavy Rain"Storage ................... Not Applicable
Start Pump Elevation ------------------- 100.50 FT.
End Pump Elevation ................... 93.60 FT.
Top of Sludge Storage ................... Not Applicable
Seasonal High Watertable Elev. ----------------- 0.00
Finished Bottom Elevation ------------------ 91.50 FT.
Inside Top Length ------------••.... 120.00 FT.
Inside Top Width ------------------- 120,00 FT.
Side Slopes .............--.. 3:1 H;V
Lagoon Surface Area ------------------- 14.400 SF
Min. Liner Thickness(if required) ------------------ 1.6 FT.
Freeboard Depth ------------------ 1.00 FT.
Temporary Storage Period --------------.-- 180 Days
TOTAL DESIGN VOLUME=73789(CU.FT.)
Zone Depths:
Treatment/Sludge Storage Zone Depth--- ------- 2.0 FT.
Temporary Storage Zone Depth ---------- 7.0 FT.
Freeboard/Storm Storage Zone Depth --------- 2.0 FT.
Total Lagoon Depth ........... 11.0 FT.
Murphy-Brown,LLC Engineering P.O. Box 656, Warsaw NC 28398 (910)293- 434

Grower. Fox Ridge External TW 7440-5 TW Designe KBW
Address: PO Box 856 Checker DSE
Warsaw, NC 28398 Date: 01/27/09
County: Anson Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV= 102.50
/ \ TOP OF STORM ELEV= 101.50 / \
STRT PMP EL.= 100.50 1 TOP OF TEMP STORAGE ELEV= 100.50 /
END PMP EL. =93.50 \ TOP OF TREAT ELEV=93.50 SHWT=0.00
1 I
t /
FINISHED BOTTOM ELEV=91.50
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Fox Ridge External TW 7440-5 TW Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw,NC 28398 Date: 01/27/09
County: Anson Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359-WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
�,�nrun,v
1 BAR
OP
NOTE: See attached Waste Utilization Plan
SEAL
DESIGNED: 023994� l '•
DATE: \?
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 supersede the
original certification of the farm.
Murphy-Brown, LLC Engineering P.0, Box 856, Warsaw NC 28398 [phone]

Grower: ox Ridge IsolatlonDesigned y: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/22/08
County: Anson Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN j
FARM INFORMATION
Earm Population:
Nursery: ------------------- 10 Hd.
Wean to Finish: --•---------------- 0
Finishing: ------------------- 220 Hd.
Farrow to weanling: ------------------- 0
Farrow to feeder: ------------------- 0
Farrow to finish: ------------------- 0
Boars: ................... 0
Storage Period: ------------------- 180 Days
100 Yr.!24 Hr Storm Event ------------------- 6.3 In.
"Heavy Rain"Factor --------
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)--•--------- N
Is Drain Tile Req'd to Lower SHWT7 (Y/N)------------ N
Seasonal High Water Table Elev: ------------------- 0.00 910, oo
Freeboard: ------------------- 1.0 Ft.
Emergency Spillway Flow Depth: Not Applicable
Side Slopes: ------------------- 3 :1 (H:V)
Inside Top Length: ------------------- 116.0 Ft.
Inside Top Width: ------------------- 115.0 Ft.
Top of Dike Elevation: ---------------- Depth 110.00 Ft.
Finished Bottom Elevation: ---------------- 11.00 Ft. 99.00 Ft.
Start Pump Elevation: ---------------- 19.44 In. 108.38 Ft.
Stop Pump Elevation: ---------------• 43.8 In. 106.35 Ft.
LAGOON VOLUME REQUIRED VOL. DESIGN VOLUMES %REQ'D.
Storm Stor= 6943 (Cu.Ft.) 6,972 (Cu.Ft.) 100.0%
Temporary= 20011 (Cu.Ft.) 20,031 (Cu.Ft.) 100.10%
Permanent= 37500 (Cu.Ft.) 38,467 (Cu,Ft.) 102.58%
Total Volume= 64,454 (Cu.Ft.) 65,470 (Cu.Ft.) 101.58%
1/2 Treatment Volume= 18,750 (Cu.Ft.)
1/2 Treatment Volume Elevation = 103.80 Ft. 74.42 In.
90 Temporary Storage Volume Elevation= 107.04 Ft. 35.46 In.
Min. Required Liner Thickness ------------------- 1.6 Ft.
Lagoon Surface Area:(Inside TOD) -------------- ---- 13,225 S.F.
I,
Murphy-Brown,LLC Engineering P.O.Box 856,Warsaw,NC 28398 (910)2933434

Grower: Fox Ridge IscIation 7440-4 Designedy: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/22/08
County: Anson Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: Cu. Ft.
LAGOON STAGE-AREA VOLUMES
Contour
Elevation (FT.) Area SF Incr. Vol. (Cu. FT) Cumul. Vol. (Cu. FT)
99.00 2,401 0
100.00 3,025 2,713 2,713
101.00 3,721 3,373 6,086
102.00 4,489 4,105 10,191
103.00 5,329 4,909 15,100
104.00 6,241 5,785 20,885
105.00 7,225 6,733 27,618
106.00 8,281 7,753 35,371
107.00 9,409 8,845 44,216
108.00 10,609 10,009 54,225
109.00 11,881 11,245 65,470
110.00 13,225 12,553 78,023
These volumes were calculated using the vertical average end area method.
TOTAL READ VOL 64,454 CIF CUMULATIVE VOL, ZONE VOL. 101,58%
END PUMP = = = = 106.35 FT 38,467 CIF TR'MT 38,467 102.58%
START PUMP = =: 108.38 FT 58,498 CIF TEMP 20,031 100.10%
MAXSTORAGE = 109.00 FT 65,470 CIF STORM 6,972 100.41%
Murphy-Grown,LLC Engineering P.O.Box 850,Warsaw,NC 28398 [phone]

Grower: Fox Ridge Isolation 7440-4 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/22/08
County: Anson Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
ntmaType -Capacity ALW (cu,ft.hb) Total
Nursery 10 30 1.00 300
Wean to Finish 0 115 1.00 0
Finishing 220 135 1.00 29,700
Farrow to weanling 0 433 0.67 0
Farrow to feeder 0 522 0.67 0
Farrow to finish 0 1,417 1.00 0
Boars 0 400 0.50 0
Total Required Treatment Volume(cu.ft.)= 30,000
Sludge Storage Volume:
lAnimal Type Capacity ALW cu.t./b = Total
Nursery 10 30 0.25 75
Wean to Finish 0 115 0.26 0
Finishing 220 135 0.25 7,425
Farrow to weanling 0 433 0.17 0
Farrow to feeder 0 522 0.17 0
Farrow to finish 0 1,417 0.25 0
Boars 0 400 0.125 0
Total Required Sludge Storage Volume(cu.ft.)= 7,500
Temporary Storage Volume:
Manure Production:
Animal Type Capacity Ste.PerlOdd. a =Total
Nursery 10 180 0.30 540
Wean to Finish 0 180 1.17 0
Finishing 220 180 1.40 55.440
Farrow to weanling 0 180 4.30 0
Farrow to feeder 0 180 4.50 0
Farrow to finish 0 180 13.50 0
Boars 0 180 4.00 0
Total Manure Production (gals.)= 55,980
Total Manure Production (cu.fl.)= 7,484
Excess Fresh Water:
Animal Type Capacity Ste. Period J./clay)=Total
Nursery 10 180 0.20 360
Wean to Finish 0 180 0.77 0
Finishing 220 180 0.90 35,640
Farrow to weaning 0 180 2.90 0
Farrow to feeder 0 180 3.50 0
Farrow to finish 0 180 9.50 0
Boars 0 180 2.70 0
Total Fresh Water Excess(gals.)= 36,000
Total Fresh Water Excess (cu.ft.)= 4,813
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Fox Ridge Isolation 7440-4 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw,NC 28398 Date: 12/22/08
County: Anson Sheet 4 of 7
Temporary Storage Volume: (Cont.l
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area +Additional Drainage Area)'Rainfall/12in.lft
Vol.= (13225 sq.ft. + 0 sq.ft.) ' 7 in. /12 in./ft.
Total Required Volume for Rainfall In Excess of Evap.(cu.ft.)= 7,715
Storm Storage:
Vol.=(Lagoon Surf.Area +AdcIVI Drainage Area)" 100Yr./24Hr.Storm(ln)/12in./ft.
Vol.= 113225 sq.ft + 0 sq.fL) ' 6.3 In. /12 in.lfl.
Total Required Volume for 100Y0241-11r. Storm Event(cu.ft)= 6,943
"Heavy Rain"Storage:
Vol.=(Lagoon Surf.Area+Addt'I Drainage Area)"'Heavy Rain' Factor(in)/121n./ft.
Vol.= (13225 sq.ft + 0 sq.ft.) ' 0.0 In. /12 indit.
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
(100Yr./24Hr. Storm +'Heavy Rain')= 6,943 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water+Rainfall Excess+Additional Water Storage)= 20,011 (CU.FT)
Total Required Permanent Storage
(Treatment+Sludge)= 37,500 (CU.FT)
TOTAL REQUIRED VOLUME =64454(CU.FT.)
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Fox Ridge Isolation 7440-4 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Dale: 12J22108
County: Anson Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation ------------------- 110.00 FT.
Emergency Spillway Crest Elevation ------------------- Not At Applicable
Top of t00Yr.124Hr.Storm Storage -- 109.00 FT.
Top of"Heavy Rain"Storage ------------------- Not Applicable
Start Pump Elevation .................. 108.38 FT.
End Pump Elevation ------------------- 106.35 FT.
Top of Sludge Storage —----------------- 101.34 FT.
Seasonal High Walerlable Elev. --••-----••-------- 0.00
Finished Bottom Elevation ------------------ 99.00 FT.
Inside Top Length ------------------ 115.00 FT.
Inside Top Width ------------------- 115,00 FT.
Side Slopes --------------- ... 3:1 H:V
Lagoon Surface Area ------------------- 13.225 SF
Min. Liner Thickness(if required) ------------------- 1.6 FT.
Freeboard Depth •------------------ 1,00 FT.
Temporary Storage Period -------......•----- 180 Days
TOTAL DESIGN VOLUME=65470(CU.FT.)
Zone Depths:
Treatment!Sludge Storage Zone Depth----------- 7.3 FT.
Temporary Storage -Zone Depth ----------- 2.0 FT.
Freeboard/Storm Storage Zone Depth -•--------- 1.6 FT.
Total Lagoon Depth ----------- 11.0 FT.
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower. Fox Ridge Isolation 7440-4 Designe KBW
Address: PO Box 856 Checker DSE
Warsaw, NC 28398 Date: 12122/08
County: Anson Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV= 110.00
/ \ A
\ TOP OF STORM ELEV=109.00 / \
1 /
STRT PMP EL.= 108.38 1 TOP OF TEMP STORAGE ELEV= 108.38 /
END PMP EL. = 106.35 \ TOP OF TREAT ELEV= 106.35 SHWT= 0.00
\ TOP OF SLUDGE ELEV= 101.34 !
_ !
FINISHED BOTTOM ELEV=99.00
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Fox Ridge Isolation 7440-4 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12122108
County. Anson Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359-WASTE TREATMENT
LAGOON, revised In August,2003.
Emergency Spillway:
An Emergency Spillway is not required.
�A CAAp'.
NOTE: See attached Waste Utilization Plan ¢ SEAL��
023994 =
DESIGNED: d/UVG� j�/ "I.Gr�- .�.9G%1;QINEEQ:•'��.`•
DATE:
COMMENTS:
This design is update of start and stop pump elevations and to show the 112
treatment volume level for sludge storage. This design does not supersede the
original certification of the farm.
Murphy-Brown, LLC Englneering 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

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

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

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

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

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

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

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ)
EMERGENCY MANAGEMENT SERVICES (EMS) �ALt— ZL42
SOIL AND WATER CONSERVATION DISTRICT (SWCD) -(ALA-35 IL-
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) -CrqL1 -351U
COOPERATIVE EXTENSION SERVICE (CES) IoLi —(AH -D Is-
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible location
for all employees at the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation,this may or may not be possible. Suggested
responses to some possible problems are listed below.
A. Lagoon overflow-possible solutions are:
a) Add soil to berm to increase elevation of dam.
b) Pump wastes to fields at an acceptable rate.
c) Stop all flow to the lagoon immediately.
d) Call a pumping contractor.
e) Make sure no surface water is entering lagoon.
B. Runoff from waste application field-actions include:
a) Immediately stop waste application.
b) Create a temporary diversion to contain waste.
C) Incorporate waste to reduce runoff.
d) Evaluate and eliminate the reason(s)that cause the runoff.
e) Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers-action include: rc
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 Sheriff's Department and explain your problem to
them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize offsite damage.
a. Contractors Name: Murphy Brown LLC
b. Contractors Address: P.O. Box 856, Warsaw NC 28398
i
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 water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage () Design,operate and maintain feed systems(e.g..
bunkers and troughs)to minimize the accumulation
of decaying wastage.
() Clean up spillage on a routine basis(e.g. 7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulation of feed () Reduce moisture accumulation within and around
residues immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment(e.g.,covered bin for
brewers 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.
01 (LandownerSignature)
For more information contact the Cooperative Extension Service, Department of Entomology, Box
7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC -- November 11, 1996
11

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BMP's to Minimize Odor Site Specific Practices
Farmstead Swine production (v)Vegetative or wooded buffers:
(V)Recommended best management
practices;
(V)Good judgment and common sense
Animal body Dirty manure ()Dry floors
surfaces covered animals
Floor surfaces Wet manure-covered (- )Slotted floors;
floors (V)Waterers located over slotted floors;
(✓)Feeders at high end of solid floors;
(v)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 lank covers
tank filling and drawdown
Outside drain Agitation during waste ( )Box Covers
collection or water conveyance
junction boxes
End of drain Agitation during waste ( )Extend discharge point of pipes
pipes at lagoon water underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions (v)Proper lagoon liquid capacity
Biological mixing (v)Correct lagoon startup procedures
Agitation ( )Minimum surface area-to-volume ratio
(,')Minimum agitation when pumping
( )Mechanical aeration
( )Proven biological additives
Irrigation sprinkler High pressure agitation (V)Irrigate on dry days with little or no wind
nozzles Wind draft (V)Minimum recommended operation pressure
(v)Pump intake near lagoon liquid surface
( )Pump from second-stage lagoon
AMOC—November 11, 1996
12

Storage tank or 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:EBAE 128-88NCSU-BAE
Swine Production Facility Manure Management:Underfloor Fluse-Lagoon Treatment 129-88NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE103-83NCSU-BAE
Calibration of Manure and Wastewater Application Equipment EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33 NCSU-Swine Extension
Environmental Assurance Program: NPPC Manual NC Pork Producers
Assoc
Options for Managing Odor;a report from the Swine Odor Task Force NCSU Agri Communication
Nuisance Concerns in Animal Manure Management: Odors and Flies; PR0101, Florida Cooperative Extension
1995 Conference Proceedings
The issues checked ( ) pertain to this operation. The landowner/ integrator agrees to
use sound judgment in applying odor control measures as practical.
I certify the aforementioned odor control Best Management Practices have been reviewed
with me.
(Landowner Signature)
13

74401 Fox Ridge BMPs 1996.pdf
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Insect Control Checklist for Animal Operations tQ
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Source Cause BMPs to Control Insects Site Specific Practices
Liquid Systems Cn
Flush gutters • Accumulation of solids Flush system is designed and operated to
sufficiently to remove accumulated solids from
gutters as designed -p
❑ Remove bridging of accumulated solids at Q
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 X 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 1

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Source Cause BMPs to Control Insects Site Specific Practices
Feed storage Accumulations of feed residues X Reduce moisture accumulation within and 'O
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covered bin for brewer's grain and similar high
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inspect 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 F 71 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

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Source Cause BMPs to Minimize Odor Site Specific Practices
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Animal body surfaces • Dirty manure-covered animals Dry floors
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Floor surfaces Wet manure-covered floors 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 �^ � Underfloor ventilation
Ventilation exhaust Volatile gases ❑ Fan maintenance
fans X
• Dust FI Efficient air movement
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Indoor surfaces • Dust FXI Washdown between groups of animals
❑ Feed additives
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❑ Feeder covers
Feed delivery downspout extenders to feeder
171 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

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Swine Farm Waste Management Odor Control Checklist X
Source Cause BMPs to Minimize Odor Site Specific Practices X
Pit recharge points . Agitation of recycled lagoon Extend recharge lines to near bottom of pits with tQ
liquid while pits are filling anti-siphon vents CD
Lift stations . Agitation during sump tank Sump tank covers W
filling and drawdown
Outside drain . Agitation during wastewater ❑ Box covers U
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collection or junction conveyance
boxes rD
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End of drainpipes at . Agitation during wastewater Extend discharge point of pipes underneath
lagoon conveyance lagoon liquid level -a
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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
X Minimum agitation when pumping
❑ Mechanical aeration
1-1 Proven biological additives
Irrigation sprinkler . High pressure agitation - Irrigate on dry days with little or no wind
nozzles
. Wind drift ❑ Minimum recommended operating pressure
Pump intake near lagoon liquid surface
X
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

0
Swine Farm Waste Management Odor Control Checklist o
x
Source Cause BMPs to Minimize Odor Site Specific Practices 'n
Settling basin surface • Partial microbial decomposition Extend drainpipe outlets underneath liquid level
e to
• Mixing while filling Remove settled solids regularly �
• Agitation when emptying 'D
Manure,slurry,or . Agitation when spreading ❑ Soil injection of slurry/sludges
sludge spreader outlets co
• Volatile gas emissions ❑ Wash residual manure from spreader after use
Proven biological additives or oxidants Q
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
I Proven biological additives or oxidants
Dead animals . Carcass decomposition 7X Proper disposition of carcasses
Dead animal disposal • Carcass decomposition ❑^ Complete covering of carcasses in burial pits
pits
Proper location/construction of disposal pits
Incinerators . Incomplete combustion (—1 Secondary stack burners
Standing water around . Improper drainage Grade and landscape such that water drains away
facilities from facilities
• Microbial decomposition of
organic matter
Manure tracked onto . Poorly maintained access roads ❑ Farm access road maintenance
public roads from farm
access
AMOC—November 11, 1996, page 3

0 H
Q
X
Additional Information: Available From: X
Swine Manure Management; .0200 RuleBMP Packet NCSU,County Extension Center
Swine Production Farm Potential Odor Sources and Remedies;EBAE Fact Sheet NCSU—BAE CD
Swine Production Facility Manure Management:Pit Recharge—Lagoon Treatment;EBAE 128-88 NCSU—BAE W
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 Cn
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. ro
Options for Managing Odor;a report from the Swine Odor Task Force NCSU Agricultural Communications -p
Nuisance Concerns in Animal Manure Management:Odors and Flies;PRO107, 1995 Conference Proceedings Florida Cooperative Extension
AMOC—November 11, 1996,page 4

74401 Fox Ridge BMP Mortality Management Methods 030119.pdf
Created by FREE version of
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74401 Fox Ridge BMP Mortality Management Methods O3O119pdf
Version—November 26,2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
❑ © Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should 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 DEQ under GS 15A NCAC
13B.0200.
El ❑ Rendering at a rendering plant licensed under G.S. 106-168.7.
© Complete incineration according to 02 NCAC 52C .0102.
a ❑ A composting system approved and permitted by the NC Department of Agriculture&Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
Q ❑ In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture&Consumer Services(G.S.106-549.70).
❑ 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.
Michael L Catofof lG
3-1-19
Signature of Farm Owner/Manager Date
,4 3-1-19
Signature of Technical Specialist Date

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