040030_Application_20230316

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A1 82-F2CF1 6EF008E
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Animal Feeding Operations Permit Application Form
(THIS FORM AM Y BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
State General Permit - Existing Animal Waste Operations
1. GENERAL INFORMATION:
1.1 Facility name: Fox Ridge Complex
1.2 Print Land Owner's name: Murphy Brown, LLC
1.3 Mailing address: PO Box 856
City, State: Warsaw. NC Zip: 28398
Telephone number (include area code): ( 910 ) 293 - 3434
1.4 Physical address: 2926 Plank Rd
City, State: Wadesboro, NC Zip: 28170
Telephone number (include area code): ( 704 ) 826 - 6321
1.5 County where facility is located: Anson
1.6 Facility location (directions from nearest major highway, using SR numbers for state roads): From Ansonville, bear left
onto SR 1621 and go 3.0 miles to farm complex of both sides of the road.
1.7 Farm Manager's name (if different from Land Owner):
1.8 Lessee's / Integrator's name (if applicable; circle which type is listed): Murphy Brown, LLC
1.9 Facility's original start-up date: 1995 Date(s) of facility expansion(s) (if applicable):
2. OPERATION INFORMATION:
2.1 Facility number: 04-30
2.2 Operation Description:
Please enter the Design Capacity of the system. The "No. of Animals" should be the maximum number for which the
waste management structures were designed.
!Me of Swine No. of Animals Type of Poultry No. of Annals Ty2e of Cattle No. of Animals
[Wean to Feeder 1201 ❑ Layer ❑ Beef Brood Cow
2/Feeder to Finish 2069
21' arrow to Wean (# sow) 4000
❑ Farrow to Feeder (# sow)
❑ Farrow to Finish (# sow)
❑ Wean to Finish (# sow) _
[Gilts 400
❑ Boar/Stud
❑ Other Type of Livestock on the farm:
❑ Non -Layer ❑ Beef Feeder
❑ Turkey ❑ Beef Stocker Calf
❑ Turkey Poults ❑ Dairy Calf
❑ Dairy Heifer
❑ Dry Cow
❑ Milk Cow
No. of Animals:
FORM: AWO-STATE-G-E 1/10/06 Page 1 of 5

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): 170.43 Required Acreage (as listed in the CAWMP): 170.43
2.4 Number of lagoons: 6 Total Capacity (cubic feet): Required Capacity (cubic feet):
Number of Storage Ponds: Total Capacity (cubic feet): Required Capacity (cubic feet):
2.5 Are subsurface drains present within 100' of any of the application fields? YES or � circle one)
2.6 Are subsurface drains present in the vicinity or under the waste management system? YES � (circle one)
2.7 Does this facility meet all applicable siting requirements? ES r NO (circle one)
3. REQUIRED ITEMS CHECKLIST:
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item.
Ai3plicants Initials
3.1 One completed and signed original and two copies of the application for State General Permit -
Animal Waste Operations;
k--
3.2 Three copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied and a county road map with the location of
the facility indicated; --J,- L —
3.3 Three copies of the entire Certified Animal Waste Management Plan (CAWMP). If the facility
does not have a CAWMP, it must be completed prior to submittal of a permit application for
animal waste operations. J4= -
The CAWMP must include the following components. Some of these components may not have been required at the time
the facility was certified but should be added to the CAWMP for permitting purposes:
3.3.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available Nitrogen (PAN) produced and
utilized by the facility
3.3.2 The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
3.3.3 A map of every field used for land application
3.3.4 The soil series present on every land application field
3.3.5 The crops grown on every land application field
3.3.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP
3.3.7 The PAN applied to every land application field
3.3.8 The waste application windows for every crop utilized in the WUP
3.3.9 The required NRCS Standard specifications
3.3.10 A site schematic
3.3.11 Emergency Action Plan
3.3.12 Insect Control Checklist with chosen best management practices noted
3.3.13 Odor Control Checklist with chosen best management practices noted
3.3.14 Mortality Control Checklist with the selected method noted
3.3.15 Lagoon/storage pond capacity documentation (design, calculations, etc.); please be sure to include any site
evaluations, wetland determinations, or hazard classifications that may be applicable to your facility
3.3.16 Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your
submittal. (Composting, waste transfers, etc.)
4. APPLICANT'S CERTIFICATION:
FORM: AWO-STATE-G-E 1/10/06 Page 2 of 5

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
I, M k-we ,� ['O W r1 (Land Owner's name listed in question 1.2), attest that
this application for pV- ,; 6 r, �- D nn Dle. L (Facility name listed in question 1.1)
has been reviewed by me and is accurate ard complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and th54 all required supporting information and attachments are not included, this application
package will be retume�40 m/a c izje&f n r r.,
Signature
Date 3 -q- ;3
5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
I,
(Manager's name listed in question 1.6), attest that this
application for (Facility name listed in question 1.1)
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 as incomplete.
Signature
Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
AQUIFER PROTECTION SECTION
ANIMAL FEEDING OPERATIONS UNIT
1636 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1636
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
6. SURFACE WATER CLASSIFICATION:
FORM: AWO-STATE-G-E 1/10/06 Page 3 of 5

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
This form must be completed by the appropriate DWQ regional office and included as a part of the
project submittal information.
INSTRUCTIONS TO NC PROFESSIONALS:
The classification of the downslope surface waters (the surface waters that any overflow from the facility would flow toward) in
which this animal waste management system will be operated must be determined by the appropriate DWQ regional office.
Therefore, you are required, prior to submittal of the application package, to submit this form, with items 1 through 6
completed, to the appropriate Division of Water Quality Regional Aquifer Protection Supervisor (see page 6 of 10). At a
minimum, you must include an 8.5" by 11" copy of the portion of a 7.5 minute USGS Topographic Map which shows the
location of this animal waste application system and the downslope surface waters in which they will be located. Identify the
closest downslope surface waters on the attached map copy. Once the regional office has completed the classification,
reincorporate this completed page and the topographic map into the complete application form and submit the
application package.
6.1 Farm Name:
6.2 Name & complete address of engineering firm:
Telephone number: (
6.3 Name of closest downslope surface waters:
6.4 County(ies) where the animal waste management system and surface waters are located
6.5 Map name and date:
6.6 NC Professional's Seal (If appropriate), Signature, and Date:
TO: REGIONAL AQUIFER PROTECTION SUPERVISOR
Please provide me with the classification of the watershed where this animal waste management facility will be or has been
constructed or field located, as identified on the attached map segment(s):
Name of surface waters:
Classification (as established by the Environmental Management Commission):
Proposed classification, if applicable:
Signature of regional office personnel:
(All attachments must be signed)
Date:
FORM: AWO-STATE-GE 1/10/06 Page 4 of 5

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
DIVISION OF WATER QUALITY REGIONAL OFFICES (9/05)
Asheville Regional APS Supervisor
2090 U.S. Highway 70
Swannanoa, NC 28778
[phone]
Fax [phone]
Avery
Macon
Buncombe
Madison
Burke
McDowell
Caldwell
Mitchell
Cherokee
Polk
Clay
Rutherford
Graham
Swain
Haywood
Transylvania
Henderson
Yancey
Jackson
Fayetteville Regional APS Supervisor
225 Green Street, Suite 714
Fayetteville, NC 28301-5094
[phone]
Fax [phone]
Anson
Moore
Bladen
Richmond
Cumberland
Robeson
Harnett
Sampson
Hoke
Scotland
Montgomery
Winston-Salem Regional APS Supervisor
585 Waughtown Street
Winston-Salem, NC 27107
[phone]
Fax [phone]
Alamance
Rockingham
Alleghany
Randolph
Ashe
Stokes
Caswell
Surry
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadkin
Guilford
Washington Regional APS Supervisor
943 Washington Square Mall
Washington, NC 27889
[phone]
Fax [phone]
Beaufort Jones
Bertie
Lenoir
Camden
Martin
Chowan
Pamlico
Craven
Pasquotank
Currituck
Perquimans
Dare
Pitt
Gates
Tyrell
Greene
Washington
Hertford
Wayne
Hyde
Mooresville Regional APS Supervisor
610 East Center Avenue
Mooresville, NC 28115
[phone]
Fax [phone]
Alexander
Lincoln
Cabarrus
Mecklenburg
Catawba
Rowan
Cleveland
Stanly
Gaston
Union
Iredell
Raleigh Regional APS Supervisor
1628 Mail Service Center
Raleigh, NC 27699-1628
[phone]
Fax [phone]
Chatham
Nash
Durham
Northampton
Edgecombe
Orange
Franklin
Person
Granville
Vance
Halifax
Wake
Johnston
Warren
Lee
Wilson
Wilmington Region APS Supervisor
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
[phone]
Fax [phone]
Brunswick New Hanover
Carteret Onslow
Columbus Pender
Duplin
FORM: AWO-STATE-G-E 1/10/06 Page 5 of 5

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
Animal Waste Management Plan Certification
(Please type or print all information that does not require a signature)
Existing or New or Expanded (please circle one)
General Information:
Name of Farm: Fox Ridge Complex Facility No: 4-30
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:
Type Swine
No. of Animals Type of Poultry No. of Animals Type of Cattle No. of Animals
—oof,
El - --wean to Feeder
1201 Layer Q Dairy
E2' Feeder to Finish
2069 0 Pullets 0 Beef
[i_zr Farrow to Wean
4000
0 Farrow to Feeder
Farrow to Finish
0Wean to Finish
,
EET/Gilts
400
0 Boars
Expanding Operation Only
Previous Design Capacity Additional Design Capacity Total Design Capacity
Acreage Available for Application: 170.43 Required Acreage: 170.43
Number of Lagoons / Storage Ponds: 6 Total Capacity: Cubic Feet (ft3)
Are subsurface drains present on the farm: Yes or I No (please circle one)
If YES: are subsurface drains present in the area of the LAGOON or SPRAY FIELD (please circle one)
Owner / Manager Agreement
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: M
Signature:
Name of A
Signature:
Brown, LLC
Date:
Date
AWC -- August 1, 1997

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
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.
IL Certification of Design
A) Collection. Storage. Treatment System
Check th.,rappropriate box
Existing facility. without retrofit (SD or WUP)
Storage volume is adequate for operation capacity: storage capability consistent with waste
utilization requirements.
0 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. Ki
Affiliation Murphy -Brown, LLC Date Work Completed:
Address (Agenc P.O. Box 856, Warsaw, NC 2839E Phone No.: [phone]
Signature: Date: 3 _q -
B) Land Application Site (WUP)
The plan provides for minimum separations (buffers); adequate amount of land for waste utilization;
chosen crop is suitable for waste management hydraulic and nutrient loading rates.
Name of Technical Specialist (Please Print): Toni King
Affiliation Murphy -Brown, LLC Date Work Completed:
Address (Age n ): P.O. Box 856, Warsaw, NC 2839E Phone No.: [phone]
Signature: - w Date: s
C) Runoff Controls from Exterior Lots
Check the appropriate box
E J' Facility without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
El 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 (Agenc P.O. Box 856, Warsaw, NC 2839E Phone No.: [phone]
Signature: ,;L� L,� . Date: -
AWC -- August 1, 1997 2

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
D). Application and Handling Equipment
Check theappropriate 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 existing waste aoolication eg_uiament 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).
ED New exr�anded or existina facilitv without existin!.; waste application equipment for land srreadin:::
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 (Agen y): P.O. Box 856 Warsaw, INC 2839E Phone No.: [phone]
Signature: lit Date:
E) Odor Con rol Insect Control. Mortaa ement and EmergencyEme[gency Action Plan SD.
SI_. WUP. RC or 1]
The waste management plan for this facility includes a Waste Management Odor Control Checklist,
an Insect Control Checklist, a Mortality Management Checklist and an Emergency Action Plan.
Sources of both odors and insects have been evaluated with respect to this site and Best
Management Practices to Minimize Odors and Best Management Practices to Control Insects have
been selected and included in the waste management plan. Both the Mortality Management Plan
and the Emergency Action Plan are complete and can be implemented by this facility.
Name of Technical Specialist (Please Print): Toni W. King
Affiliation Murphy -Brown, LLC Date Work Completed:
Address (Age n ): P.O. Box 856, Warsaw, INC 2839E Phone No.: [phone]
Signature: Date: _q—
F) Written Notice of New or Ex andin Swine m
The following signature block is only to be used for new or expanding swine farms that begin
construction after June 21, 1996. If the facility was built before June 21, 1996, when was it
constructed or last expanded
I (we) certify that I (we) have attempted to contact by certified mail all adjoining property owners and
all property owners who own property located across a public road, street or highway from this new
or expanding swine farm. The notice was in compliance with the requirements of NCGS 106-805.
A copy of the notice and a list of property owners notified is attached.
Name of Land Owner:
Signature:
Name of Manager (if different from owner):
Signature:
Date:
Date
AW C -- August 1, 1997

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
Ill. Certification of Installation
A) Collection, Storage, Treatment Installation
New, expanded or retrofitted 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):
Signature:
Phone No.:
Date:
B) Land Application Site (W UP)
Check the appropriate box
The cropping system is in place on all land as specified in the animal waste management plan.
0 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.
0 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 (Agen�): P.O. Box 856, Warsaw, NC 2839€ Phone No.; [phone]
Signature: �1,4'_. t L � Date: 3 -1-1 - �3
This following signature block is only to be used when the box for conditional approval in III. 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:
Name of Manager (if different from owner):
Signature:
Date:
Date
AWC -- August 1, 1997 4

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
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
Address (Agency):
Signature:
Date Work Completed:
Phone No.:
Date:
D) Application and Fl�,qdlin_q Equipment Installation (WUP or 1)
Check the appropriate ck
Animal waste application and handling equipment specified in the plan is on site and
ready for use; calibration and adjustment materials have been provided to the owners
and are contained as part of the plan.
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.
0 Conditional approval: Animal waste application and handling equipment specified in
the plan has been purchased and will be on site and installed by
(month/day/year); there is adequate storage to hold the waste until the equipment is
installed and until the waste can be land applied in accordance with the cropping
system contained in the plan; and calibration and adjustment guidance have been
provided to the owners and are contained as part of the plan.
Name of Technical Specialist (Please Print): Toni W. King
Affiliation Murphy -Brown, LLC Date Work Completed:
Address (Age y): P.O. Box 856, Warsaw, NC 2839E Phone No.: [phone]
Signature: Date:
The following signature block is only us when the 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 specified in the conditional certification. I (we)
realize that failure to submit this verification is a violation of the waste management plan and will subject me (us)
to an enforcement action from DEM.
Name of Land Owner
Signature: Date:
Name of Manager (if different from owner):
Signature: Date _
E) Odor Control. Insect Control and Mortality Management (SD, SI. 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 (Agen ): P.O. Box 856, Warsaw, NC 2839E Phone No.: [phone]
Signature: Date: -g- Z3
AWC -- August 1, 1997

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
Please return the completed form to the Division of Water Quality at the following Address:
Department of Environment Health and Natural Resources
Division oY Water tluality
Water Quality Section, Compliance Group
P.O. Box 29535
Raleigh, NC 27626-0535
Please remember to submit a copy of this form along with the complete Animal Waste
Management Plan to the local Soil and Water Conservation District Office and to keep a
copy in your files with your Animal Waste Management Plan.
AWC -- August 1, 1997 6

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A1 82-F2CF1 6EF008E
Murphy -Brown, LLC
Grower(s):
Farm Name:
3/9/2023
NUTRIENT UTILIZATION PLAN
Murphy Brown, LLC
Fox Ridge Complex Facility 4-30
County:
Anson
Permit Capacity:
Farrow to Wean
4000
Farrow to Feeder
Farrow to Finish
Wean to Feeder
1201
Wean to Finish
Feeder to Finish
2069
Gilts
400
Boars
Storage Structure:
Storage Period:
Application Method:
Anaerobic Lagoon
>180 days
Irrigation
2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner-
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen.
Either of these conditions may result in runoff to surface waters which is not allowed
under DWR regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1of11

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
This plan is based on the waste application method shown above. If you choose to change
methods in the future, you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. In some cases you may want to have plant analysis made, which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, ft3, tons, etc.):
Capacity Type Waste Produced per Animal Total
4000
Farrow to Wean
3203 gal/yr
12,812,000 gal/yr
Farrow to Feeder
3861 gal/yr
gal/yr
Farrow to Finish
10478 gal/yr
gal/yr
1201
Wean to Feeder
191 gal/yr
229,391 gal/yr
Wean to Finish
776 gal/yr
gal/yr
2069
Feeder to Finish
927 gal/yr
1,917,963 gal/yr
400
Gilts
1015 gal/yr
406,000 gal/yr
Boars
2959 gal/yr
gal/yr
Total 15,365,354 gal/yr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
Capacity Type Nitrogen Produced per Animal Total
4000
Farrow to Wean
3.84 Ibs/yr
15,360 Ibs/yr
Farrow to Feeder
6.95 Ibs/yr
Ibs/yr
Farrow to Finish
18.86 Ibs/yr
Ibs/yr
1201
Wean to Feeder
0.34 Ibs/yr
408 Ibs/yr
Wean to Finish
1.4 Ibs/yr
Ibs/yr
2069
Feeder to Finish
1.67 Ibs/yr
3,455 Ibs/yr
400
Gilts
1.83lbs/yr
732 Ibs/yr
Boars
5.33 Ibs/yr
Ibs/yr
Total 19,956 Ibs/yr
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage: 170.43
Total N Required 1st Year: 32025.28
Total N Required 2nd Year: 0.00
Average Annual Nitrogen Requirement of Crops: 32,025.28
Total Nitrogen Produced by Farm: 19,955.57
Nitrogen Balance for Crops: (12,069.71)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2of11

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-Al82-F2CF16EF008E
y a
d
co
W
N V
C-, Zn
(O
7 Co
O 7
N V
4
0 V
O
c0 V
r-
O C�
[o N
O ti
V N
1C)
CD
V C
N
N t•
O to
CC) CV
N
Co
V O
1�
N
M V
M
co
N
N
'
O
n
m f�
V n
V O
C-
�
N V
N N
C5
W N
O
It
NO
I-
CNO O
V V
MOMO
lD co
V M
M
O co
MOOO
O O
Oj
Cn
ryO
YH=
rNOMrO
�
O
Om
LO O
ZO
Nw
O
M7
csjNNrM
OO
NV
N
ti
f0 a
C
R V
V R
V V
R m
m 0
R V
V V
V 7
V"�
V
V V
V V
«OZ
M
MMMM
CI) MCI)
V
V V
MMM_M
MMMCD
CD MMM
LA
J
(D
O (D
(O O
(O CO
O O
W CO
r
N
N N
r r
N N
�
c6 CD
r
cD O
r
_MM
fD
N r
2
1.
O O
CD O
O O
O C)
O C)O
lD
O (O
Zp <p
COO
V'
O O
CD CD7
O
CD
C
OI
N
O 7
N N
N N
0'0
r
F-
z u
UQ
OOOOOOOOOOO
NLO
OOD ID C
LO CO
O
O
ID CO
M00
O
O
J
a�
3
'za
(� N
d
J �
C
2
0Z
IOD Lc)LOo
IOD
COD N
IODr
N
N
C
N
a
o .o
0d
r 00
C
NEQ
M
M
CC{{
i Q
U) nU)
)
0)
) U)
wj
I
W
CL
� d
o
0
U a
R
J J
J J
J J
J
s
J R
CU
o
0
N
U
U
yco
a
d
co
co
N t
f� CC/
CO
O V
V
O V
O
Co 7
O t`
Co N
co i�
7 N
h
N N
!T ti
N
N
t
1�
N V
M
yy
N
�p
Zn
ti
r
O^
V 10
co N
V WNON
r
O f�
(`n') C'
O
V
p N
M
C-f--000
W. N
N 6
r
I.-
M N
OO
n n
L5 Zn
0 0
R. C•)6r
7 f�
c') 10
00
N (6
40
p
cam')
M COO
W
N co
7 V
r N
N N
N r
N
Z
V
7 V
V v
v C
V t7>
W O)
V V
V V
V V
V
V:
e} er
:
CA Q
J
(+J
CO
r
( J m
ZD ZDOOOOOao
r r
m m
r r
C•) C�)
r
m V
r r
V 7
t0O
r r
c7 C•J
[DOOOOO
r r
C'1 Z�J
r r
Z`') c7
r r
m Zn
CDC
r r
Un m
OOOOO
r r
CC) C')m
r r
m
r r
za
'y
00
M
M
J �
O C
Uz
CI)
avvsra-T
M M
M M
M M
M M
V IT
M M
cvv
M M
M M
vvvav•o-vvvv
M M
M
M P-
00
co
n M
M M
M M
N CA
O
O
r :2
Q
U
W
C7
CR a0
M C7
aD O0
M m
O CD
c7 c7
CD CM
c7 V
M M
ct [t
O CR
c7 (h
CR O
M fh
cq cq
M C7
a0 o
C7
LO OR
M
O aD
c7 M
CO co
Cn f+1
N
ID
(D
rr
7
7 7
5 7
7 7
7 7
75 7
d d
d d
d d
d
7
7 7
d 7
_
m
F-
Q
QQ
QQQ
QQ
QQ
QcL
�Lr
rC�
�QQ
Q�Q
a
o d
U p
S=_=
2
2=
2 2
2 M
0 0
0 U
U U
U u-u_
=
2 2
U 2
'p
v
a v
V
V b
'O
C
C C
v
C C
C C
C C
m
m m
m m
m m
m F
F F
m m
m m
m m
m m
m m
m m
m m
C
O
y=
A`
Na0
Cn
N
O
r n
CO)D
O CD
co O
OO
Cn N
h 0
O
h N
N N
co O
c0
MM
N M
O)
N
W
Cn
O
(j
=) V
4C6
W
r
T
ZOM6r
10",
r 646hZDNNNN�rr
NNE
�
n
E
N ¢
O
a
O
r N
M 7
lO O
m
?
M
IL
r
N V
N O
n O
m
N N
N M
M g
LL
7 co
C
N
O
aco
000000CD0000CD0000000000000
CD coOOfD
(OOOfDO
fD OOO
OfD
OOCO
Co
fD OO
[o
d
C.1
`
N_
N_ N_
N_ N_
N_
N_ N_
N_ _N
N_ N
;o
O
d
F-
F-
F- F-
F- F-
F- F-
F- F-
F- F-
F- F-
F- H
H H
F- F-
H F
H I—
F- F-
f�

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-Al82-F2CF16EF008E
I■111
■IIIA�
■
■
0
a
M

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care
should be exercised not to let small grain reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will definitely interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The ideal time to 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
A
Barley
B
Grazed Hybrid Bermudagrass
C
Hybrid Bermudagrass Hay
B/C
Comb. Hybrid Bermudagrass
D
Corn - Grain
E
Corn - Silage
F
Cotton
G
Grazed Fescue
H
Fescue Hay
I
Oats
J
Rye
K
Grazed Overseed
L
Overseed Hay
M
Grain Sorghum
N
Wheat
O
Soybean
P
Pine Trees
S
Small Grain
CC
Cover Crop
Description -Harvested As
Grain Crop
Pasture/Grazed
Hay
Graze/Hay Combination
Grain Crop
Silage
Cotton Lint
Pasture/Grazed
Hay
Grain Crop
Grain Crop
Pasture/Grazed (Seeded in Bermudagrass)
Hay (Seeded in Bermudagrass)
Grain Crop
Grain Crop
Grain Crop
Pine Trees
Grain Crop/ Hay (After Grain Crop)
Not Harvested; Burned/Disked In
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

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications
PAN/yr/animal
Farm Total/yr
4000 Farrow to Wean
0.8
3200
Farrow to Feeder
0.96
Farrow to Finish
3.9
1201 Wean to Feeder
0.07
84.07
Wean to Finish
0.27
2069 Feeder to Finish
0.34
703.46
400 Gilts
0.39
156
Boars
0.55
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 4143.53 pounds of plant available nitrogen per year and will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
If you remove the sludge every 5 years, you will have approximately 20717.65 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 69 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 165.7412 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
APPLICATION OF WASTE BY IRRIGATION:
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil
structure, soil texture, water droplet size, and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
*This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for >180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
5 of 11

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Soil
Application Rate
Application Amount
Tract
Hydrant
Type
Crop
in/hr
* inches
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
6 of 11

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
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 I. 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.
3/9/2023 This revision changes this facility from a 4000 farrow -wean, 2000
wean -feeder and 2336 feeder -finish to 4000 farrow -wean, 1201 wean -feeder,
2069 feeder -finish and 400 gilts. No other changes have been made.
There are no site -specific conservation practices required to be utilized on
this farm.
Any/all fields listed as "Optional Fields" are not required to be in any of the
crops listed in this plan unless they are actively being applied to or will be
applied to.
7of11

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm
Owner:
Manager:
Owner/Manager Agreement:
Fox Ridge Complex Facility 4-30
Murphy Brown, LLC
/we understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. I/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWR before the new
animals are stocked.
/we understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWR upon request.
Name of Facility Owner: Murphy Brown, LLC
Signature:
/,-,,," — r" Date
Name of Manager (if different from owner):
Signature:
Date
Name of Technical Specialist: Toni W. King
Affiliation: Smithfield Hog Production Division
Address: 2822 Hwy 24 West, PO Drawer 856
Warsaw, NC 28398
Telephone: [phone]
i
Signature: 3 - q. - a 3
Date
8 of 11

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
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
surface is frozen.
9 of 11

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
17 A protective cover of appropriate vegetation will be established on all disturbed areas (lagoon
embankments, berms, pipe runs, etc.). Areas shall be fenced, as necessary, to protect the
vegetation. Vegetation such as trees, shrubs, and other woody species, etc., are limited to areas
where considered appropriate. Lagoon areas should be kept mowed and accessible. Berms and
structures should be inspected regularly for evidence of erosion, leakage, or discharge.
18 If animal production at the facility is to be suspended or terminated, the owner is responsible for
obtaining and implementing a "closure plan" which will eliminate the possibility of an illegal
discharge, pollution and erosion.
19 Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular basis to
prevent breakdowns, leaks and spills. A regular maintenance checklist should be kept on site.
20 Animal waste can be used in a rotation that includes vegetables and other crops for direct human
consumption. However, if animal waste is used on crops for direct human consumption, it should
only be applied pre -plant with no further applications of animal waste during the crop season.
21 Highly visible markers shall be installed to mark the top and bottom elevations of the temporary
storage (pumping volume) of all waste treatment lagoons. Pumping shall be managed to
maintain the liquid level between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
22 Waste shall be tested within 60 days of utilization and soil shall be tested at least once every three
yeares 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.

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
O
CNO
W
N
J
CT
CT
A
W
N
O
W
>
D
CD
N
J
J
W
W
W
3
�
W
W
O
W
.J
O
J
J
W
J
Ut
P
W
J
Ul
W
W
W
�
W
W
W.
W
W
W
W
A
W
W
4
W
COT
coO
0
0
co
CD
0
0
0
0
0
0(Oncoa
O
0
0
0
0
0
0
0
0
0
0
O
W
v
W
N
W
W
O
W
O
(A
W
O
W
W
W
W
0
W
W
3
3
v
c
iu
-o
c
m
N
N
to
0
w
C'�
N
N
N
p
CT
O
fT
O
O
O
CT
W
O
[P
W
0
0
0
O
O
W
O
W
O
0
0
0
0
0
CT
O
0
C
0
0
n
0
0
0
0
CT
N
N>
>
O
J
O
O
WO
CT
4
O
J
W
W
J
M
3
W
O
O
j
CT
W
O
W
J
CT
W
CT
CT
W
m
O
CT
y
CT
CD CD
W
W
CT
O
0
J
O
J
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
0
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
m
o
0
o
O
m
o
0
o
tp
ao
0
Cn
W
O
O
O
W
O
O
O
W
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
a
0
0
0
0
0
0
0
0
O
co
CD
CD
O
CD
CO
CD
O
CO
O
w
O
co
O
(D
O
Co
O
co
o
O
0
0
0
0
0
w
0
O
0
(D
0
Do
0
0
0
O
O
r
W
0
W
CW
W
OO
W
p
1
....
W
-+
N
W
W
1
N
C.0
/A
W
O
W
W
W
W
101
co
co
W
W
N
W
W
OD
N
W
O
O
O
O
O
O
W
O
W
O
O
O
O
O
O
O
O
O
O
O
N
1P.NN0coalLn
M
-0.ca
10
W-P.0"w-P
A
NCO
ODinCO
Gil
W
W
N-+GW
Coo
M
j�Cb1CD000
N�JO%I
pm
CO
ul
00
v:-bo6QJ
00-MM
C37
iLLL
11
2
! SD
:3 a
•► O Z O
Z O C2
O 1 (D
¢1
7
Q
CAD
CD G
.Oi OL CD
O_
D m
O
CD ¢t7
O CD
C m
CD
L2 CD
=r
CD
m
r
CD m r
= 6Z
m
CD
�w pi CD
CD 3CD
O► CD CD
v CD
O 3 O
CD
VOi N CD
-UO
Ov �
cD
CA
W O CQ
O
CD Cn m
—, cn
c
N (D
CD 0
3
ci
O
CD
O
m
D
n
CD
Ul
CD
C
re
-I
W
r
m
N
--1
Cl
G
3•
t
0
C
CD
CD
3
U3
(a
cn
3
CD
CD
A

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-Al82-F2CF16EF008E
z
O
m
N D
7 C
w �
Vl
3 �
W N
j O
a
N CD
3
COD0r
w �
m m
3
a �
z Iv
0
cn Q
a o-
(D
CD
m
(D
7
7'
(D
3
0
0
3
(D
n
y
0
N
19
(D
3
0)
Q
w
(fl to
Q
Q
(Q �
3 (D
a 3
(D 0)
Cf) w
O a
c o
Q �
� w
o �
6
CD
0
O
0
w
0
CD
CD
a
0
C
Q
3
6
O
7
3
CD
rn
0 O
S
(D
SD
a
a
O
C
CD
Q
CD
OD V 6) (77 ? W N 1
w w 0 0 0 M D
m 3 Si 3
O 0 0 C N O a O
m % Q
N
N N 7 Q
O
7 O 0 C O- C j (p
M fp 0 O M Q
N N CL 61 a O O
CC�i. O O 3
n n O O 3 (D
CD a Q -0
Q p' °= (D 0 O C O
0
_ (° u' 3 C 3 : foil
m 0 0 N N CD 0 CD
Q
o ErCL La
�, o
N - - y O_ (D N
CD w -�-
�.o
3
0 0 0- 3 m 0 `<
3 m = - m ' m
CD
m v Q v w
3 = - 0 a m
O < (n ci P? 3 s
m CD- �' - a m
CD O ID = v 3 CD
mCL
D - Q C m m CD m
3 Z w a lA (n Q 3
0 a C
O O O- A�
N O
m :: o
S :3(� 0
(D Ny D AD
0 0
(n 0 =r g ('n
a O C (CD
0 co
r'n 7 o m a'
Q o c (D
(D (D
o 0 3 SO
(D z (o in c
Q C C y.
CD GD a: 6
cc -1 0 0
M 0 0
(D 0
o n D 0
O
0
0 z o
CD
y m a
T. m
CD
D 0 m
Z Q
Ci (D 6
m
0 m
m CD
w
w
w y
0
O ='
CD
w �
SD
0 a
a a
m o
0 6
C (p
CD
O
cO
G
7
Q
CD
SDD
O
Q
CD
N
SD
7
-Q
3
w
CD
3
C
c
n
O
3
¢1
A�
cQ'
SD
0
Q
(D
N
cc
O
N
T D n z
='o-O w
CD u)
CO
O N-0 3
cD WCD
W C
41CD C
N
r CD
N n O
O
Q "
m
0
co
C
�D
Q.
CD
v
m
0
co
co
0
co
m
co
11/
O
z
N
U)
q
m
v
m
N
C)
Z
m
m
S
(D
O
Al

o ms)nEnvelope ID:A7 m68AE-F5A74FC EAl9-SCRBEmmE
®I
'6t
w»w
gym/
&m
<m
0
\R\
/@\
A}/
cn
\
� D
q
n
tee/
k
20-k
q
0§0-
CM/0
0 CD CD
0
CDCD
CD
�\-
¢_
kk
\
] m ]
-0CK
c=—
0
\�0
/00
�2�
c :3
9
o
g«m
An/
0
�r�
/
/¢ƒ
a
0
(0
RSD
CD
�D0)
C
CD
2
=rC�
N
Eƒ
&
/
/§
�
ƒ0
o
$
Ck
CD
Ik
A
S cr
° )
:
o
=1
Cl)
CD
&

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
L a6ed
•09s/4 iO/Ala#
=4301GA
sayoul
:azls adld
pumes nad 19a1g moleq eq pinoys fi4l0018A `soulledld palnnq and**
**•oas/}aaj panenbs najauaelp edid / ejuimold x 80t,• _ AIPOlaA
413019A auiluiew
ulua/Ij 0£'L
= we aanbap 08L
uPAI Vgg
=one 99n6ap OZZ
ulwAl 86'£ = one aanbap 0££ ulw/4 88•t,
= one aanbap 00£
UPAI 99'£ = one aanbap 09£ sayoul t'•0
= (•ul) •dde paalsaa
6uloedS aue-i x junowu uoI}eolldde paalsaa / ateimold x 909• L = peads laAeni
pea S aapanea j
ay/ul L9.0
= one aanbap 08L
ny/ul OTT
= one aanbap OZZ
ny/ul ££'0 = om 99a69p 0££ nWul L£'0
=one aanbap 00£
ny/uI L£'0
= ele-LI •ddy u6lsaa
(panenbs(snlpenx6')xgLtiL'£)/(aIenMoldx£'96) = a;eH uol}eollddy
84ea uoi}e011
% L9
:(%) 6uloedS len}oy
teal OOZ
:(teal) 6uloedS lenjoy
•OZ;o aldipw Isaneou ay; o} punon os
`seoald ,OZ ul sewoo AIILwnou edld uo13e6Iaal OAd* 0 LZ
:(j99j)6ul3edS ublsaa
% OL
:(%) buloeds paalsaa
soulaeals suet
1991 00£
:najauaela Pettem
wd6 Z8L
:(WdJ)91ennnoid
lsd Og
:aanssaad nalMuladS
sayoul 80' L
:azlS alzzoN
09 L UOSI9N :adAl nal�uladS
suoIJe0111aa S aaI)Iuia S
SNoiid-in3-id3
LIONS

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-Al82-F2CF16EF008E
"0
W
N
N
N
CD
0O
-4
0
0
N
1
O(D0"00
�
W
N
10
—
N
N
N
N
N
N
N
N
...
N
j
N
N
N
"
G
V
W
M.P
0
0
V
0
WC"M
0
0
0
-P,
N
M
O
M
0
00
0
0
-P,,
W
M
O
0
O
0
O
0
O
cn
O
w
m
W
(D
m
O
3
-+
V
(n
00
N
N
V
0
00
V
M"
V
(n
0
000OM"OOOD
N"
M
•P
0
--4W
V
MOD(n"
W
--40
h
7
ul000-000(n
V
00
W("�
WCAO(D11
(Q
0
o
ON11W
PAWOW
10"�00W
W
�-�NWN
D
A)
�]
00"m0Wm
A
w4fV
W(n01(ncON(DCn(D
0—
(Q
Q
0
i
W
V
0
V
00
V
W
i
CO
(n
W
O
W
01
-40�
0
(�
(D
(D
(310(3i
P
01(DNNW
W
0�00000D0�
_4
O
CO
C)
CD
0
N
C
�
3
C
?
4
OCO�
1
W
W
O
V POCDN
W
CnOjU10DNC0(n(p
—
D
N
O
(O
Mmm
W
V
4mO)cON00W
(O
O
0 V
O
P
W
(n
04000OOD0-P
W
O
W
M
V
0
0
V
()
0
O
007I
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
O
W
-I
V
M
-4
V
O
-1
V
O
-1
W
W
V
W
O
M
V
W
4
-4
n
N
p
0
N
N
0
N
N
O
N
N
O
N
0
W
N
0
1
W
N
W
1
N
�
W
OD00000000WW
0W
�
000�000D0
W
OD
7
WO
Q
0
rt
CO
000000000000000000000
N
in
in
O
Un
O
70
N
0
Ln
0
Ln
N
N
0
N
N
0
0
N
N
0
D
V
OD
CO
(n
OD
OD
0
OD
OD
O
OD
(D
-4
OD
(D
(n
—
0
M
-4M
i
OD
m
n
(n
CO
4
000
CO
O
OO
00
O
CO
4
CTn
00
�P
N
00
(n
00
3
tD
�
N
T
C
�
M
•P
N
N
0
(n
0
(n
?
O
W
1
1
1
O
W
0
j
W
A
C)
A7
-L
W
N-
ODN
:-400
:-4ONCOCD000C0
:-4100U7000D
W
WW0ODOD-�000(O00
P0U7000(O10DNm
(D
(D
0
N

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-Al82-F2CF16EF008E
Fox Ridge
Fac. No.: 4-30
Scale: 1 "=600'
Total Field Murphy A = 12.29 Ac.
Pull/Hyd 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 I .79
sn
1n a,i Wetted = 16.60 Ac.
Ac.
14 Ac.
16.10 Ac.

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
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

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A1 82-F2CF1 6EF008E
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

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
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

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
• 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:
E

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
• 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.

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
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.

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) g1b - tk33 - 3300
EMERGENCY MANAGEMENT SERVICES (EMS) ©u}- tALt- ­?'
SOIL AND WATER CONSERVATION DISTRICT (SWCD)
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) -U.C)Ll r351V
COOPERATIVE EXTENSION SERVICE (CES) 11OL4 - (A 4 - Dq 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:
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.
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.

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
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?
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 MRCS
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
c . Contractors Phone: [phone]
6. Contact the technical specialist who certified the lagoon (MRCS, Consulting Engineer, etc.)
a. Name: Kraig_Westerbeek
b. Phone: 4910] 293 - 5330
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.

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
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
residues
Animal Holding Accumulation of animal
Areas wastes and feed wastage
MIC — November 11, 1996
(} Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
{ } Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
() Eliminate low area that trap moisture along 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).
10

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
Dry Manure Handling Accumulations of animal () Remove spillage on a routine basis (e.g. 7-10 day
Systems wastes interval during summer; 15-30 days interval during
winter) where manure is loaded for land application
or disposal.
{) Provide for adequate drainage around manure stockpiles
{) Inspect for and remove or break up accumulated wastes
in filter strips around stockpiles and manure handling
areas as needed.
The issues checked () pertain to this operation. The landowner / integrator agrees to use
sound judgment in applying insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been
reviewed with me.
(Landowner ignature)
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

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A1 82-F2CF1 6EF008E
SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source
Cause
BMP's to Minimize Odor Site Specific Practices
Farmstead
Swine production
(✓)Vegetative or wooded buffers:
(✓)Recommended best management
practices;
(✓)Good judgment and common sense
Animal body
Dirty manure
{ )Dry floors
surfaces
covered animals
Floor surfaces
Wet manure -covered
(,,')Slotted floors;
floors
(V)Waterers located over slotted floors;
(-')Feeders at high end of solid floors;
(-')Scrape manure buildup from floors;
{ )Underfloor ventilation for drying
Manure collection
Urine
(,,)Frequent manure removal by flush, pit
pits
recharge or scrape
Partial microbial
( )Underfloor ventilation
decomposition
Ventilation
Volatile gases
(✓)Fan maintenance;
exhaust fans
Dust
(✓)Efficient air movement
Indoor surfaces
Dust
(✓)Washdown between groups of animals
( )Feed additives;
( )Feeder covers;
( )Feed delivery downspout extenders to
feeder covers
Flush Tanks
Agitation of recycled
( )Flush tank covers
lagoon liquid while tanks
( )Extend fill lines to near bottom of tanks
are filling
with anti -siphon vents
Flush alleys
Agitation during waste
( )Underfloor flush with underfloor
water conveyance ventilation
Pit recharge
Agitation of recycled
( )Extend recharge lines to near bottom of
points
lagoon liquid while pits
pits with anti -siphon vents
are filling
Lift stations
Agitation during sump
( )Sump tank covers
tank filling and drawdown
Outside drain
Agitation during waste
( )Box Covers
collection or
water conveyance
junction boxes
End of drain Agitation during waste
pipes at lagoon water
Lagoon surfaces Volatile gas emissions
Biological mixing
Agitation
Irrigation sprinkler High pressure agitation
nozzles Wind draft
AMOC — November 11, 1996
t )txtena aiscnarge point of pipes
undemeath lagoon liquid level
(✓)Proper lagoon liquid capacity
(✓)Correct lagoon startup procedures
( )Minimum surface area -to -volume ratio
(V)Minimum agitation when pumping
( )Mechanical aeration
( )Proven biological additives
(✓)Irrigate on dry days with little or no wind
(✓)Minimum recommended operation pressure
(V)Pump intake near lagoon liquid surface
( )Pump from second -stage lagoon
12

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
Storage tank or Partial microbial ( )Bottom or midlevel loading
basin surface decomposition Mixing while ( )Tank covers
filling Agitation when emptying( )Basin surface mats of solids
( )Proven biological additives or oxidants
Settling basin Partial microbial decom- ( )Extend drainpipe outlets underneath liquid
surface position Mixing while filling level
Agitation when emptying ( )Remove settled solids regularly
Manure, slurry or Agitation when spreading ( )Soil injection of slurry/sludges
sludge spreader Volatile gas emissions ( )Wash residual manure from spreader after use
outlets ( )Proven biological additives or oxidants
Dead animals Carcass decomposition ( )Proper disposition of carcasses
Dead animal Carcass decomposition ( )Complete covering of carcasses in burial pits
disposal pits ( )Proper location / construction of disposal pits
Incinerators Incomplete combustion ( )Secondary stack burners
Standing water improper drainage (V)Farm access road maintenance
around facilities Microbial decomposition of away from facilities
organic matter
Manure tracked Poorly maintained access (✓)Farm access road maintenance
onto public roads roads
from farm access
Additional Information; Available From:
Swine Manure Management 0200 Rule / BMP Packet NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management:Pit Recharge --Lagoon Treatment:EBAE128-88NCSU-BAE
Swine Production Facility Manure Management: U nderfloor 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

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
74401 Fox Ridge BMPs 1996.pdf
Created by FREE version of
YAi FolderMil

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
74401 Fox Ridge BMPs 1996pdf
(41
ti1
El
a
•O
C
�
O
W
O
c"d
O
.b
O
>
•
N
Y/1
U
U
�
0
w
N
a
Cd
V
N
W
d
O
w on
T
ai �O p
..E
� r •a
O
bq rn
I> V
y i
Ln
q" •N Cd.0
C ,E a C V
S 3 E
c 0 C o
E
� U G
ce cb m o .O .
on
O C, a.E.
y� C dI n
L
U
V
w

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
74401 Fox Ridge BMPs 1996pdf
C' i
� c �
n
OE — ,`°,:4 oqo 414)i.E �o ��� ��>
L
E y a+ .. 3, a ea O
�.3w �.5i a oCd
14- CD
N N E
^ w •!' c� c'. '�
cd y V 4' •G .g
= a7 tb O= �, G
C E. E ces , � .—. O td O, G O 4.1 N
0 0 a o c"v
V� 0a w •a a`di p a (A
Q7 �-• O L L �••, L lS7 N
.0
a. y N 'O O •G Y 30 O Ry G G N
Lam• L zr
ROE Eo.0on`Q= �c"c Gr'n1�
d=�,o�����E�EE.oEcd
0 al > ^ ° = ' c C° 'E 3
ca cGv c°> v r o
f^
0
y
a
U

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A1 82-F2CF1 6EF008E
74401 Fox Ridge BMPs 1996pdf
U
.y
0
R y
N N
4= O
E
0
0 -0
E a
a°ni o"i o
>
>C >C Ex
•
O
0
J
a
H
N
O
C > N
3 =0 0
c i
cd Q
3 w �
PI El
c
a�
cd W
El
ca
ed
¢ Cr
•
W.
0
Y
v
'3
0/)
C r.,
� N �
U �
o cl fl,
4
to =
¢ U
h
N
E
O
z
w I
cd Q
ci, d

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-Al82-F2CF16EF008E
74401 Fox Ridge BMPs 1996pdf
c.
0
E
0
0
.o
U
O
III
L
ate+
H
zz
i
IN
c
O
-o
'
w
U
c
°
n
C
C6
b
N
_O
U
a
ro
3
4)
(
O
O
bA 24+
U '0
O
O
y
C
� o
i
E
E_
x84 o
o
v
c
E
i
5
X
Xxo
c
a�
i.
c�
0
—
a
O
3
g
o
o
Cd
Cd
v
T
a
T3
a)cd
E
O
L
cd
O
G
Y
y
U
.
an
e
E
>=
a
H
Hai
Y
-a
0
0
O
O
^O
>
Y
ro
�
ro
Ql
U
�
v
O
E
U
n
C
0
as
.
ro
.fl
0
.
m

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
74401 Fox Ridge BMPs 1996pdf
1 b
En
L
�s
cn L
O
Vl
y.. U
O
O
O � O
Gl
ro AL-
❑ DE
a
V
O
a
IMM
0
r
E E
cs
ca
0
•
.0
E
C
O
� o
0 O
M

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
14401 Fox Ridge BMPs 199bpdt
C
O
� � O
CO 0 E �C
O y w
N
x w
W G�1m41a0rnY
O "U
�aaa��aaa�
•�
v� cn rn v, � cn v� cn �.
<Zzzzzzzzzu
h
00
N
op W U
N ¢ Crl N
0
Gr1 4 W
E ¢ '^
s �I-- Vr
as rn o
F— c�
U O O
td rig ri
o a� P.
r=pW � cW ww
15
w) cd
�t O� G. Q O
W 0 O
O C
ro .. .. cn 3
cd y
E E Q
51.11
o c 5 g 3 a
.121-4
r a
0 0 ti• 3 E 0 cc
N
cV +O+ im
• � N
cCC 6 � o 0, 3 ,-cq
b "a 0 .-
O
a.r
bA c3 p � C
OO CO O ¢ C
.Cr
i. •U •U •U bA w Cd C
'y O '2
7 C C: O
0 0 0 c E a) o U
o o
eQ
v3icnri cnaUVw0Z
It

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
74401 Fox Ridge BMP
Management
FolderM

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
r440-i rox miage bivir ivionanty Management Methods 030119pdf
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
a © 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.
(—j Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
1-1 ❑ Rendering at a rendering plant licensed under G.S.106-168.7.
© Complete incineration according to 02 NCAC 52C .0102.
❑ A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
a ❑ 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 -speck 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 Cuot U
Signature of Farm owner/Manager
Signature of Technical Specialist
3-1-19
Date
3-1-19
Date

;.�.,t IN C
i -i'. �: FYY'h 'lid f.� ..f�_ 7',��,� �1-• ��� ,;- f �. - '1�L•`+
�•'f I �l i � � Ll�' 1 •' � I'a • �! { •r
1
SC i L -t
fY
;U I
U f9
h
lL
���J .��IF� - 1 y i •' .r �qr.
:asp `�t`'.� 1•�'r.}: '� �•.• �.l l� v

v
m

WX
U)
v
=L
0
r)
cll
—
cr
U) <
0
T3 IL!
C-9
u.
LO
0
- -0-0
JF
U.
1)

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
Grower: Fox Ridge Sow Farm 44 1-1 Uesigned By: KBVV
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 08/02/16
County: Anson Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
Farm Population:
Nursery:
Wean to Finish:
Finishing. -
Farrow to weanling:
Farrow to feeder:
Farrow to finish:
Boars:
Storage Period:
25 Yr. / 24 Hr Storm Event
"Heavy Rain" Factor
Rainfall in Excess of Evaporation
Additional Water Usage:
Additional Drainage Area:
0
0
0
4000 Hd.
0
0
0
127 Days
6.3 In.
7.0 In.
0
0
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape?
(Y/N)---- -------
Y
Does Operator Want Emergency Spillway?
(Y/N)------------
N
Was This Design Built Prior to Sept. 1996?
(Y/N)------- ---
Y
Is Drain Tile Req'd to Lower SHWT?
(Y/N)------- ---
N
Seasonal High Water Table Elev:------------------
0.00
Freeboard: ---------------
--
1.0
Ft.
Emergency Spillway Flow Depth:
Side Slopes: ---------------
--
3
:1 (H:V)
0.0
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.
Storm Stor = 129384 (Cu.Ft.)
161,415 (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%
1/2 Treatment Volume = 727,440 (Cu.Ft.)
1/2 Treatment Volume Elevation = 88.57 Ft.
90 Temporary Storage Volume Elevation = 93.87 Ft.
Min. Required Liner Thickness
Lagoon Surface Area: (Inside TOD)
101.13 In.
37.54 In.
2.0 Ft.
246,445 S.F.
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw, NC 28398 [phone]

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
Grower: Fox Ridge Sow Farm 74401-1 Designedy: KBVV
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: OCu. 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]

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
Grower: Fox Ridge Sow Farm 74401-1 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 08/02/16
Countv: Anson Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Store:
Required Treatment Volume:
Animal Type Capacity ALW " (cu. ./lb) = Total
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
1 0
Total Required Treatment Volume (cu. ft.)= 1,160,440
Sludge Storage Volume:
Animal Type Capacity ALW (cu. ./lb) Total
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
1 0
522
0.00
0
Farrow to finish
1 0
1,417
0.00
1 0
Boars
1 0
400
0.000
1 0
Total Required Sludge Storage Volume (cu. ft.)=
Temporary Storage Volume:
Manure Production:
294,440
nimal Type Capacity Sto. Period I. ay = I ota
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
1 5.30
1 0
Farrow to finish
0
127
1 14.38
1 0
Boars
0
127
1 4.06
1 0
Total Manure Production (gals.)=
Total Manure Production (cu..ft.)=
Excess Fresh Water:
2,232,227
298,426
Animal Type Capacity Sto. Period 1. ay = 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
1 0.00
0
Farrow to finish
0
127
0.00
1 0
Boars
0
127
0.00
1 0
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=
1,473,200
196,952
Murnhv-Brown. LLC Enaineerina
P.O. Box 856, Warsaw

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
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./24Hr. Storm(in) / 12in./ft.
Vol.= (246445 sq.ft + 0 sq.ft.) * 6.3 in. /12 in./ft.
Total Required Volume for 25Yr./24Hr. Storm Event (cu.ft)= 129,384
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./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. / 24Hr. Storm +'Heavy Rain')=
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) _
Total Required Permanent Storage
(Treatment + Sludge) _
TOTAL REQUIRED VOLUME = 2223401 (CU.FT.)
P. O. Box 856, Warsaw NC 28398
129,384 (CU.FT)
639,138 (CU.FT)
1,454,880 (CU.FT)

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
Grower: Fox Ridge Sow Farm 74401-1 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 08/02/16
Countv: Anson Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation
Emergency Spillway Crest Elevation
Top of 25Yr. / 241-1r. Storm Storage
Top of "Heavy Rain" Storage
Start Pump Elevation
End Pump Elevation
Top of Sludge Storage
Seasonal High Watertable Elev.
Finished Bottom Elevation
Inside Top Length
Inside Top Width
Side Slopes
Lagoon Surface Area
Min. Liner Thickness (if required)
Freeboard Depth
Temporary Storage Period
Zone Depths:
TOTAL DESIGN VOLUME = 2352329 (CU.FT.)
97.00 FT.
Not Al Applicable
96.00 FT.
Not Applicable
95.35 FT.
92.42 FT.
85.17 FT.
0.00
83.00 FT.
Not Applicable
Not Applicable
3:1 H:V
246,445 SF
2.0 FT.
1.00 FT.
127 Days
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
293-3434

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
N
O
�W0000
mco0~
Y C) o
c 6 (0
32
(n
N
o
er
M
in a)�
I I
N L M=
F-
M
000U)
N
=
rn
o
ol
�I
M
u7
00
0p
rn
II
Cy
I`
11-
C )
9
0)
0)
II
J
CA
00
00
II
w
W
U'
II
>
II
>
II
>
w
00
w
J
W
W
W
w
N
N
ZO
w
O
W
H
W
w
2
U
O
U)
w
p
F-
ILL
U)
a
m
co
>
w
w
O
w
IL
U)
L
CO
w
a
O
H
O
IL
0
O0
O
O
a
CO
LO
z
a
O
z
00
N
O
IL
O
DO
a
0
E
00
m o)
IL M
CO
0
O
coco
a) Z
00
LO
CY)
M
N
a
Q c
m 0
�
°�
CV
L
x
ILL a Q
II
w
c
IL
w
�
a
w
L >,
IL
H
a
U
J
c2 a
n
w
0
m
n

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
Grower: Fox Ridge Sow Farm 74401-1 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 08/02/16
Countv: 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.
,

�.
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
inal certification of the farm.
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
Grower: Fox Ridge Nursery/Finisher 744 -3
Address: PO Box 856
Warsaw, NC 28398
County: Anson
Designed Byy:
Checked By: DSE
Date:
Sheet 1 of 7
03/10/23
ANAEROBIC WASTE
LAGOON DESIGN
FARM INFORMATION
Farm Population:
Nursery: -------------------
1201
Hd.
Wean to Finish: -------------------
0
Finishing: -------------------
2069
Hd.
Gilt Finishing -------------------
400
Hd.
Farrow to feeder: -------------------
0
Farrow to finish: -------------------
0
Boars: -------------------
0
Storage Period: -------------------
540
Days
25 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)------------ Y
Is Drain Tile Req'd to Lower SHWT? (Y/N)------------ 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.
Storm Stor =
Temporary =
Permanent =
Total Volume =
72297 (Cu.Ft.)
535898 (Cu.Ft.)
483625 (Cu.Ft.)
1,091,820 (Cu.Ft.)
DESIGN VOLUMES
73,417 (Cu.Ft.)
539,613 (Cu.Ft.)
774,928 (Cu.Ft.)
1,387,958 (Cu.Ft.)
1/2 Treatment Volume = 241,813 (Cu.Ft.)
1/2 Treatment Volume Elevation = 156.75 Ft.
90 Temporary Storage Volume Elevation = 162.16 Ft.
Min. Required Liner Thickness
Lagoon Surface Area: (Inside TOD)
% REQ'D.
101.55%
100.69%
160.23%
127.12%
98.97 In.
34.08 In.
2.0 Ft.
137,708 S.F.
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw, NC 28398 [phone]

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
Grower: Fox Ridge Nursery/Finisher 74402-3 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 03/10/23
County: Anson Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: OCu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT. I
Area SF
Incr. Vol. (Cu. FT)
Cumul. Vol. (Cu. FTj
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
456,070
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 1,091,820
CIF
CUMULATIVE
VOL.
ZONE VOL.
127.12%
END PUMP = = = = 159.00
FT
774,928 CIF
TR'MT
774,928
160.23%
START PUMP = =: 163.44
FT
1,314,541 CF
TEMP
539,613
100.69%
MAX STORAGE = 164.00
FT
1,387,958 CIF
STORM
73,417
101.55%
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw, NC 28398 [phone]

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
Grower: Fox Ridge Nursery/Finisher 74402-3 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 03/10/23
Countv: Anson Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
Animal Type Capacity ALW (cu.ft.'Ibl = Total
Nursery
1,201
30
1.00
36,030
Wean to Finish
0
115
1.00
0
Finishing
2,069
135
1.00
279,315
Gilt Finishing
400
150
1.00
60,000
Farrow to feeder
01
522
1 1.00
0
Farrow to finish
0
1,417
1.00
1 0
Boars
0
400
1.00
10
Total Required Treatment Volume (cu. ft.)=
Sludge Storage Volume:
375,345
Animal Type Capacity ALW cu. t./lb) = Total
Nursery
1,201
30
0.25
9,008
Wean to Finish
0
115
0.00
0
Finishing
2,069
135
0.25
69,829
Gilt Finishing
400
433
0.17
29,444
Farrow to feeder
0
1 522
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.)=
Temporary Storage Volume:
Manure Production:
108,280
Animal Type Capacity Sto. Period d. day) = Total
Nursery
1,201
540
0.30
197,444
Wean to Finish
0
540
1.17
0
Finishing
2,069
540
1.37
1,530,646
Gilt Finishing
400
540
1.52
328,320
Farrow to feeder
0
540
5.30
0
Farrow to finish
0
540
14.38
0
Boars
0
540
t­i4.06
0
Total Manure Production (gals.)=
Total Manure Production (cu.ft.)=
Excess Fresh Water:
2,056,411
274,921
Animal Type Capacity Sto. Period dJday) = Total
Nursery
1,201
540
0.20
129,708
Wean to Finish
0
540
0.00
0
Finishing
2,069
540
0.90
1,005,534
Gilt Finishing
400
540
1.00
216,000
Farrow to feeder
0
540
1 0.00
1 0
Farrow to finish
0
540
0.00
0
Boars
0
540
2.70
0
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=
1,351,242
180,647
P.O. Box 856, Warsaw NC 28398

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
Grower: Fox Ridge Nursery/Finisher 74402-3 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 03/10/23
Countv: 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. /12 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) * 25Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (137708 sq.ft + 0 sq.ft.) * 6.3 in. /12 in./ft.
Total Required Volume for 25Y0241-1r. 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. / 24Hr. Storm +'Heavy Rain')= 72,297 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) = 535,898 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 483,625 (CU.FT)
TOTAL REQUIRED VOLUME = 1091820 (CU.FT.)
Murphv-Brown. LLC Enaineerina P.O. Box 856.

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
Grower: Fox Ridge Nursery/Finisher 74402-3 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 03/10/23
Countv: Anson Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation -------------------
165.00
FT.
Emergency Spillway Crest Elevation -------------------
Not Al
Applicable
Top of 25Yr. / 24Hr. 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 -------------------
152.28
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
Zone Depths:
TOTAL DESIGN VOLUME = 1387958 (CU.FT.)
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.
P.O. Box 856, Warsaw

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
m
N
O
T
w j
i
co O
0 p
�_
o
a� ID C
O U c)
�
T
II
a) -r- cu L
f-
000cA
\ to
\
\
\
�
I
CO
p
�
II
9O
N
CD
m
Co
T
>
w
(m
�
N
tf)
T
`�
II
II
w
II
II
II
J
J
w
(U
W
w
w
ll1
W
O
W
W
w
w
0
O
Y
o
Q
(�
O
0
�
cn
w
p
F-
>
I L
O
U)
ILL
J
m
W
a
U
H
O
ILL
0
w
0OI
O
O
a
~
O
O
z
N
H
IL
N
/
O
/
L
ILL 00
N
/
Z co U
vCO Z
)
o
o m c
cmo
LO
m ` O
T
a
J
II
IL Q
\
w
W
\
a
a
N
a, a
a
a
a o
0 Q U
U)
Z
w
a
co
rn
00
N
U
I
co
LO
co
k
0
SO

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
Grower: Fox Ridge Nursery/Finisher 74402-3 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 03/10/23
Countv: 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.
NOTE: See attached Waste Utilization Plan
DESIGNED:
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 supercede the
original certification of the farm.
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
mower: ox Hidge Nursery/Finisher 74402-3 Designedy: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 08/03/16
County- Anson Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
Farm Population:
Nursery:
Wean to Finish:
Finishing:
Farrow to weanling:
Farrow to feeder:
Farrow to finish:
Boars:
Storage Period:
25 Yr. / 24 Hr Storm Event
"Heavy Rain" Factor
Rainfall in Excess of Evaporation
Additional Water Usage:
Additional Drainage Area:
2000 Hd.
0
2336 Hd.
0
0
0
0
540 Days
6.3 In.
7.0 In.
0
0
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape?
(Y/N)—---- -----
N
Does Operator Want Emergency Spillway?
(Y/N)----------
N
Was This Design Built Prior to Sept. 1996?
(Y/N)-----------
Y
Is Drain Tile Req'd to Lower SHWT?
(Y/N)------------
N
Seasonal High Water Table Elev:—--- -------------
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 = 536981 (Cu.Ft.)
539,613 (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%
112 Treatment Volume = 234,600 (Cu.Ft.)
112 Treatment Volume Elevation = 156.82 Ft.
90 Temporary Storage Volume Elevation = 162.23 Ft.
Min. Required Liner Thickness
Lagoon Surface Area: (Inside TOD)
98.12 In.
33.23 In.
2.0 Ft.
137,708 S.F.
Murphy -Brown, LLC Engineering P.O. Box 856,Warsaw, NC 28398 [phone]

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
Grower: Fox Ridge Nursery/Finisher 74402-3 Designed By: KBW-
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 08/03/16
Countv: 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
456,070
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 Engineering P.O. Box 856, Warsaw, NC 28398 [phone]

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
Grower: Fox Ridge Nursery/Finisher 74402-3 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 08/03/16
Countv: Anson Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
[JAninjal Type Capacity ALW (cu.ft./lb) = 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
1,4171
1.00
0
Boars
0
400
1 1.00
0
Total Required Treatment Volume (cu. ft.)=
Sludge Storage Volume:
375,360
Animal Type Capacity ALW (cu. ./lb) = Total
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.)=
Temporary Storage Volume:
Manure Production:
93,840
nimal Type Capacity * Sto. Period J./day) = 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 to weanling
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.)=
Total Manure Production (cu.ft.)=
Excess Fresh Water:
2,056,973
274,996
Animal Type Capacity Sto. Period J./day) = 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
1 0.00
0
Farrow to finish
0
540
1 0.00
0
Boars
0
540
1 2.70
0
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=
1,351,296
180,655
LLC Engineering P.O. Box 856, Warsaw
293-3434

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
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 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. /12 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) * 25Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (137708 sq.ft + 0 sq.ft.) * 6.3 in. /12 in./ft.
Total Required Volume for 25Yr./24Hr. Stone 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.)

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
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 Al
Applicable
Top of 25Yr. / 24Hr. 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
Zone Depths:
TOTAL DESIGN VOLUME = 1387958 (CU.FT.)
Treatment / Sludge Storage Zone Depth
Temporary Storage Zone Depth
Freeboard / Storm Storage Zone Depth
Total Lagoon Depth
Munohv-Brown. LLC Enaineerina P.O. Box 856. Warsaw NC 28398
8.0
4.4
1.6
14.0
(910)
FT.
FT.
FT.
FT.

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
CO
M
O
�W000
l`
m (n C)
Y p
/
o
c Y
LO
(Di
oU)
n
N M =
000co
\
\ (n
\
�
\
\
\I
ri
CD
0
O
o
II
C)
O
o
LO o
w
LO
LO
to
to
T
II
J
II
J
—1
W
C�
II
W
II
W
II
W
W
W
W
W
J
W
OY
H
WUHO
o
>w
O
LL
co
a
p
HO
IL
0
w
F-
0
O
O
a
�
O
O
O
z
N
I-
IL
M
N/
O
/
/
L
.0
/
ILL OD
to C)
L N
/
Z CD C)
LO
rn 00 Z
o
0 C C
M
CO
W
�j
X CO N 0
Ii a ¢
r
II
\
W
w
\
a
N
F-
C:
Q
C7 Q U
U)
w
a
a
M
a)
N
O
L
00
00
N
Z
L
00
k
0
m
9

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
Grower: Fox Ridge Nursery/Finisher 74402-3 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 08/03/16
Countv: 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.

���•
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]

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/22/08
Countv: Anson Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
Farm 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. 124 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?
(YIN) ------------
N
Was This Design Built Prior to Sept. 1996?
(YIN) ----, -
N
Is Drain Tile Req'd to Lower SHWT?
(Y/N)-----------
N
Seasonal High Water Table Elev:--------- --------
0.00
21a, °o
Freeboard: --------- ----------
1.0
Ft.
Emergency Spillway Flow Depth:
Side Slopes: ----------------
3
:1 (H:V)
Inside Top Length:
115.0
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.)
100.41%
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.
90 Temporary Storage Volume Elevation = 107.04 Ft.
Min. Required Liner Thickness
Lagoon Surface Area: (Inside TOD)
74.42 In.
35.46 In.
1.6 Ft.
13,225 S.F.
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw, NC 28398 [phone]

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
Grower:
Address:
County:
Fox Ridge Fw ation 7440-4
PO Box 856
Warsaw, NC 28398
Anson
Designe By:
Checked By:
Date:
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. tCu.
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.
DSE
12/22/08
TOTAL READ VOL
64,454
CF
CUMULATIVE
VOL.
ZONE VOL.
101,58%
END PUMP = = = =
106.35
FT
38,467 CF
TR'MT
38,467
102.58%
START PUMP = =:
108.38
FT
58,498 CF
TEMP
20,031
100.10%
MAX STORAGE =
109.00
FT
65,470 CF
STORM
6,972
100.41 %
Murphy -Brown, LLC Engineering P.O. Box 856,Warsaw, NC 28398 [phone]

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
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:
Animal Type Capacity ALW (cu.ft./lb) 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.)=
Sludge Storage Volume:
30,000
Animal Type Capacity ALW (cu.ft.11b) = Total
Nursery
10
30
0.25
75
Wean to Finish
0
115
0.25
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.)=
Temi2orary_Storage Volume:
Manure Production:
7,500
Animal Type CapacitySto. Period d./day) = Totai
Nursery
10
18044.501
540
Wean to Finish
0
180
0
Finishing
220
180
55,440
Farrow to weanling0
180
0
Farrow to feeder
0
180
0
Farrow to finish
0
180
13.50
0
Boars
0
180
4.00
0
Total Manure Production (gals.)=
Total Manure Production (tuft.)=
Excess Fresh Water:
55,980
7,484
[Animal Type Capacity Sto. Period d./day) = Total
Nursery
10
180
0.20
360
Wean to Finish
0
180
0.77
0
Finishing
220
180
0.90
35,640
Farrow to weanling
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
Murphy -Brown, LLC Engineering
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=
P.O. Box 856, Warsaw NC 28398
36,000
4,813
(910) 293-3

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
Grower: Fox Ridge Isolation 7440-4 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, INC 28398 Date: 12/22/08
County: Anson Sheet 4 of 7
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12indit
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:
Val.=(Lagoon Surf. Area + Addt'I Drainage Area) * 100Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (13225 sq.ft + 0 sq.ft.) * 6.3 in. /12 in./ft.
Total Required Volume for 100Y024W. Storm Event (cu.ft)= 6,943
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (13225 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
(100Yr.124Hr. Storm +'Heavy Rain')=
Total Required Temporary Storage
(Manure Prod. + Excess Fr, Water + Rainfall Excess + Additional Water Storage) _
Total Required Permanent Storage
(Treatment + Sludge) _
TOTAL REQUIRED VOLUME = 64454 (CU.FT.)
C Engineering P.O. Box 856, Warsaw NC 28398
6,943 (CU.FT)
20,011 (CU.FT)
37,500 (CU.FT)
[phone]

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
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 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation -------------------
110.00
FT.
Emergency Spillway Crest Elevation -------------------
Not Al Applicable
Top of 100Yr. / 24Hr. 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 Watertable 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
Zone Depths:
TOTAL DESIGN VOLUME = 65470 (CU.FT.)
Treatment / Sludge Storage Zone Depth -----------
Temporary Storage Zone Depth -----------
Freeboard / Storm Storage Zone Depth -----------
Total Lagoon Depth-----------
w NC 28398
7.3 FT.
2.0 FT,
1.6 FT.
11.0 FT
-3434

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
00
O
N
N
LLl N
_
O
DOQco
~
to
co
m
I
co
O
O
O
I)
LO
m
co
Q
O
O
r"
O
W
O
OOi
0)II
II
^1
W
II
II
II
�
W
C7
W
w
W
W
W
Q
J
-�
-.1
W
O
Y
o
O
Q�
w
0
(A
W
o
o
2
w
cn
m
w
00
O
w
>—
O
U-
0
w
O
0
a
=
w
~
EL~
0
O
N
H
_j
IL
_
�c
O 6)
_
_
0 c
Q N
_
N to U
Q) 0 z
00
M
ce)
m Co
C)
O
d
J
I
LPL Q
W
W
_
a
�
L
CL
n
O
0
U Q C? +
i
(n
W
L
0)
00
N
ro
k

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
Grower, Fox Ridge Isolation 7440-4
Address: PO Box 856
Warsaw, NC 28398
County: Anson
Designed By:
Checked By:
Date:
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.
KBW
DSE
12/22/08
,..%

"
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
nal certification of the farm.
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
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 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. 124 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? (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: -------------------
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
% REaD.
Storm Stor =
7560
(Cu.Ft.)
12,339
(Cu.Ft.)
163.21 %
Temporary =
52705
(Cu.Ft.)
54,117
(Cu.Ft.)
102.68%
Permanent =
4050
(Cu.Ft.)
7,333
(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.
90 Temporary Storage Volume Elevation = 94.87 Ft.
Min. Required Liner Thickness
Lagoon Surface Area: (Inside TOD)
113.57 In.
91.59 In.
1.6 Ft.
14,400 S.F.
Murphy -Brown, LLC Engineering P.O. Box 856,Warsaw, NC 28398 [phone]

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
Grower: Fox Ridge External TW 744 -5 TAT Designed By: KDW
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. fCu. 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 average 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, LLC Engineering P.O. Box 856, Warsaw, NC 28398 [phone]

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
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
Countv: Anson Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
nlma a .apacity cu. t.11b) Totall
Nursery
0
30
1.00
0
Wean to Finish
0
115
1.00
0
Finishing
30
135
1.00
4,050
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.)=
Sludge Storage Volume:
4,050
nJma ype Capacity cu. t.Ab) Totall
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
6.00
0
Boars
0
400
0.000 1
0
Total Required Sludge Storage Volume (cu. ft.)=
Temporary Storage Volume:
Manure Production:
0
Animal Type Capacity Sto. Period J./day)= Total
Nursery
0
180
0.30
0
Wean to Finish
0
180
1.17
0
Finishing
30
180
1.37
7,398
Farrow to weanling
0
180
4.39
0
Farrow to feeder
0
160
5.30
0
Farrow to finish
0
180
14.38
0
Boars
0
180
4.06
0
Total Manure Production (gals.)=
Total Manure Production (cu.ft.)=
Excess Fresh Water:
7,398
989
Animal Type Capacity Sto, Period d. day = Total
Nursery
0
180
0.00
0
Wean to Finish
0
180
0.00
0
Finishing
30
180
0.00
6-
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.)=
Total Fresh Water Excess (cu.ft.)=
Murphy -Brown, LLC
0
0

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
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 4 of 7
Temporary Storage Volume: (Cont.
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 121n./ft
Vol.= (14400 sq.ft. + 0 sq.ft.) * 7 in. /12 in.lft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 8,400
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (14400 sq.ft + 0 sq.ft.) * 6.3 in. /12 in./ft.
Total Required Volume for 25Yr./24Hr. Storm Event (cu.ft)= 7,560
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt9 Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (14400 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:
Vol. = 3240009als. * 1 cu.ft / 7.48 gals.
Total Required Volume For Additional Water Disposal (cu.ft) = 43,316
Total Required Storm Storage
(25Yr. / 24Hr. Storm +'Heavy Rain')= 7,560 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) = 52,705 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 4,050 (CU.FT)
TOTAL REQUIRED VOLUME = 64315 (CU.FT.)

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
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 Al Applicable
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 ------------- -----
93.50
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
Zone Depths:
TOTAL DESIGN VOLUME = 73789 (CU.FT.)
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.
P.O. Box 856, Warsaw NC 28398

o ms)nEnvelope ID:A7 ores DF5A74FC EAl9-SCRBEmmE
0)
D
�
C%4
%bow
r� ��
�.
R
cr)
'0) k (D�
\
/
�
R
q
�I
0
0
2
0
It
0
2
q
w
q m
¢
i
"
W
»
w
%
w
�
�00
LU
Y
/
Q
R
k
w
e
k
I
O
LL
LU
F-
LL
\
m
©
b
2
w
cow
�
�
2
2
2
ƒ
©
N
2
.L
/
O
�|
Q
—
3
,
�
w
�
/ c
m 2
.
q
_
%Oz
$
IYM °
/
C6
/
� �
@
t
w
S
.
_
(
q
§ B �
2
e
n
Q
�
■ c
< U
¢
3
�
�
k

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
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.
NOTE: See attached Waste Utilization Plan

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 su ercede the
I certification of the farm.
murpny-tirown, LLc tngrneenng P.Q. Box 856, Warsaw NC 28398 [phone]

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
-Grower: Fox RidgentTPCTT440-B Beslgned By: 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
Nursery:
Wean to Finish:
Finishing:
Farrow to weanling:
Farrow to feeder:
Farrow to finish:
Boars:
Storage Period:
25 Yr. 124 Hr Storm Event
"Heavy Rain" Factor
Rainfall in Excess of Evaporation
Additional Water Usage:
Additional Drainage Area:
LAGOON INFORMATION
Farm Population:
-------------------
Is Lagoon Designed as an Irregular Shape?
(YIN)
------------
Does Operator Want Emergency Spillway?
(YIN)
------------
Was This Design Built Prior to Sept. 1996?
(YIN)
------------
Is Drain Tile Req'd to Lower SHWT?
(YIN)
------------
Seasonal High Water Table Elev: -------------------
Freeboard: -------------------
Emergency Spillway Flow Depth:
Side Slopes: -------------------
Inside Top Length:
Inside Top Width:
Top of Dike Elevation: ----------------
Depth
Finished Bottom Elevation: ----------------
11.00
Ft.
Start Pump Elevation: ---------------•
24
In.
Stop Pump Elevation: ---------------•
102
In.
LAGOON VOLUME REQUIRED VOL.
DESIGN VOLUMES
Storm Stor = 8663 (Cu.Ft.)
14,214
(Cu.Ft.)
Temporary= 53930 (Cu.Ft.)
60,485
(Cu.Ft.)
Permanent = 4050 (Cu.Ft.)
11,109
(Cu.Ft.)
Total Volume = 66,642 (Cu.Ft.)
85,808
(Cu.Ft.)
112 Treatment Volume = 2,025 (Cu.Ft.)
112 Treatment Volume Elevation = 93.60 Ft.
90 Temporary Storage Volume Elevation = 95.91 Ft.
Min. Required Liner Thickness
Lagoon Surface Area: (Inside TOD)
N
N
Y
N
0
0
30 Hd.
0
0
0
0
180 Days
6.3 In.
7.0 In.
324000 Gal.
0
1.0 Ft.
3 :1 (H:V)
100.0
Ft,
165.0
Ft.
102.50
Ft.
91.50
Ft.
100.50
Ft.
94.00
Ft.
% REQ'D.
164.09 %
112.15%
274.30 %
128.76%
106.75 In.
79.07 In.
1.6 Ft.
16,500 S.F.
Murphy -Brown, LLC Engineering P.O. Box 856,Warsaw, NC 28398 [phone]

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
Grower: Fox Ridge lntTW 7440-6esigne y: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 01/27/09
Countv: Anson Sheet 2 of 7
ACTUAL DESIGN
VOLUME CALCULATIONS
BASE VOLUME:
Cu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.
Area(SF i
Incr. Vol. (Cu. FT)
Cumuf_Vol. (Cu. FT)
91.50
3,366
0
92.00
3,774
1,785
1,785
93.00
4,644
4,209
5,994
94.00
5,586
5,115
11,109
95.00
6,600
6,093
17,202
96.00
7,686
7,143
24,345
97.00
8,844
8,265
32,610
98.00
10,074
9,459
42,069
99.00
11,376
10,725
52,794
100.00
12,750
12,063
64,857
101.00
14,196
13,473
78,330
102.00
15,714
14,955
93,285
102.50
16,500
8,054
101,339
These volumes were calculated usino the vertical averaue end area method.
TOTAL REQD VOL
66,642
CF
CUMULATIVE
VOL.
ZONE VOL.
128.76%
END PUMP = = = =
94.00
FT
11,109 CF
TR'MT
11,109
274.30%
START PUMP = _ 1.
100.50
FT
71,594 CF
TEMP
60,485
112.15%
MAX STORAGE =
101.50
FT
85,808 CF
STORM
14,214
164.09%
Murphy -Brown, LLC Engineering P.O. Box 856,Warsaw, NC 28398 (9101293-3434

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
Grower: Fox Ridge IntTW 7440-6 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:
nlma ype _Capacity cu. t./lb) 1013111
Nursery I 01 30 1.00 0
Wean to Finish
0
115
1.00
0
Finishing
30
135
1.00
4,050
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.)=
Sludge Storage Volume:
4,050
Fn —im aT 7ype Capacity cu. t. = otal
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.)=
Temporary Storage Volume:
Manure Production:
0
nimal ype Capacity Sto. ena day = Total
Nursery
0
180
0.30
0
Wean to Finish
0
180
1.17
0
Finishing
30
180
1.37
7,398
Farrow to weanling
0
180
4.39
0
Farrow to feeder
0
180
5.30
0
Farrow to finish
0
180
14.38
0
Boars
0
180
1 4.06
0
Total Manure Production (gals.)=
Total Manure Production (cu.ft.)=
Excess Fresh Water:
7,385
989
!Animal Type Capacity Sto. Period ay = Total
N u rsery
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.)=
Total Fresh Water Excess (cu.ft.)=
wn,
0
0

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
Grower: Fox Ridge IntTW 7440-6
Address: PO Box 856
Warsaw, NC 28398
County: Anson
Temporary Storage Volume: (Cont.)
Designed By: KBW
Checked By: DSE
Date: 01/27/09
Sheet 4 of 7
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area +Additional Drainage Area) * Rainfall / 12in./ft
Vol.= (16500 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 9,625
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr./24Hr. Storm(in) / 12in./ft.
Val.= (16500 sq.ft + 0 sq.ft.) * 6.3 in. /12 in./ft.
Total Required Volume for 25Y0241-111r. Storm Event (cu.ft)= 8,663
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (16500 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:
Vol. = 324000gals. * 1 cu.ft 17.48 gals.
Total Required Volume For Additional Water Disposal (cu.ft) = 43,316
Total Required Storm Storage
(25Yr. / 24Hr. Storm +'Heavy Rain')= 8,663 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) = 53,930 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 4,050 (CU.FT)
LLC
TOTAL REQUIRED VOLUME = 66642 (CU.FT.)
P.O. Box 856, Warsaw NC 28398

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
Grower: Fox Ridge IntTW 7440-6 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 Al Applicable
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 -----------------
94.00
FT.
Top of Sludge Storage --------------
Not
Applicable
Seasonal High Watertable Elev.---------------
0.00
Finished Bottom Elevation ----- --------------
91.50
FT.
Inside Top Length ----- -------------
100.00
FT.
Inside Top Width ----- —------- ----
165.00
FT.
Side Slopes -------------------
3:1
H:V
Lagoon Surface Area ------------------
16,500
SF
Min. Liner Thickness (if required) -------------------
1.6
FT.
Freeboard Depth -------------------
1.00
FT.
Temporary Storage Period -------------------
180
Days
Zone Depths:
TOTAL DESIGN VOLUME = 85808 (CU.FT.)
Treatment f Sludge Storage Zone Depth ----------- 2.5 FT.
Temporary Storage Zone Depth ----------- 6.5 FT.
Freeboard f Storm Storage Zone Depth ----------- 2.0 FT.
Total Lagoon Depth f--------- 11.0 FT_

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
0)
O
N_
�j W
(0 O ~
m
Y ❑ p
�
e> (fl
_
o
o
0
a)U0U)
1�
~
�
T
�
I
I
�
i
U?
O
O
O
Uj
�
II
O
O
a
O
W
O
II
II
LU
II
It
W
J
0
W
w
w
w
9
w
0
0
W
p
IL
U)
U}
a
H
0
�
w
m°
0
W
w
�-
0
�
0
a
0
=
LU
z
,—
a
F
co
0
p
z
N
I—
!
LL
J
I
o
I- rn
0
+, N
cQ 0
LO Z
CD 00 I
U?
a
o M �
C)
0
CO ` O
cu Q '
I I,
11
,°d
w
w
(L
cl.
3 �I
F--
O O
d'
(D ¢ U
co
w
M
00
0)
N
U
3
c
3
00
k
0
m

DocuSign Envelope ID: A7B668AE-F5A7-4FC6-A182-F2CF16EF008E
Grower: Fox Ridge IntTW 7440-6 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.
,���ft1111f1fr�,'
�

��' '
DATE: 1 Z7 0
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]