310770_Application_20220224

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Animal Feeding Operations Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
State General Permit - Existing Animal Waste Operations
1. GENERAL INFORMATION:
1.1 Facility name: Kitty Noecker Farm
1.2 Print Land Owner's name: Britt Farming Company, LLC
1.3 Mailing address: 442 Coy Smith Road
City, State: Albertson, NC Zip: 28508
Telephone number (include area code): (252) 560 - 9092
1.4 Physical address: 841 Kitty Noecker Rd
City, State: Pink Hill, NC Zip: 28572
Telephone number (include area code): ( )
1.5 County where facility is Iocated: Duplin
1.6 Facility location (directions from nearest major highway, using SR numbers for state roads): 841 Kitty Noecker Rd. Pink
Hill
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): Smithfield Hog Production
1.9 Facility's original start-up date: 1995 Date(s) of facility expansion(s) (if applicable):
2. OPERATION INFORMATION:
2.1 Facility number: 31-770
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.
Type of Swine No. of Animals Type of Poultry No. of Animals Type of Cattle No. of Animals
❑ Wean to Feeder ❑ Layer ['Beef Brood Cow
❑ Feeder to Finish ❑ Non -Layer D Beef Feeder
❑ Farrow to Wean (# sow) ❑ Turkey ❑ Beef Stocker Calf
El Farrow to Feeder (# sow) ❑ Turkey Poults ❑ Dairy Calf
❑ Farrow to Finish (# sow) ❑ Dairy Heifer
0/Wean to Finish (# sow) 6761 ❑ Dry Cow
❑ Gilts ❑ Milk Cow
❑ Boar/Stud
❑ Other Type of Livestock on the farm: No. of Animals:
FORM: AWO-STATE-G-E 1/10/06 Page 1 of 5

2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): 76.39 Required Acreage (as listed in the CAWMP): 76.39
2.4 Number of lagoons: I Total Capacity (cubic feet): 1,200,173 Required Capacity (cubic feet): 1,141,389
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?
2.6 Are subsurface drains present in the vicinity or under the waste management system?
2.7 Does this facility meet all applicable siting requirements?
3. REQUIRED ITEMS CHECKLIST:
YES or
Y
circle one)
circle one)
NO (circle one)
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item.
3.1 One completed and signed original and two copies of the application for State General Permit -
Animal Waste Operations;
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;
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.
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

I, '7C'C11.`"�0-2('n1' e_...D ) ��x _ (Land Owner's name listed in question 1.2), attest that
this application for �,� Cat l4,Q..r'0r r' (Facility name listed in question 1.1)
has been reviewed by me and is accu to 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 retjurneto mecomplete
Signature
Date 4 (,-3 ~ I
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

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-G-E 1/10/06 Page 4 of 5

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
Carteret
Columbus
Duplin
New Hanover
Onslow
Pender
FORM: AWO-STATE-G-E 1/10/06
Page 5 of 5

Animal Waste Management Plan Certification
(Please type or print all information that does not require a signature)
.101
General Information:
Name of Farm:
Owner(s) Name: Britt Farming Company, LLC
Mailing Address: 442 Coy Smith Road, Albertson, NC 28508
Farm Location: County Farm is located in: Duplin
Latitude and Longitude: 35 01' 44" / 77 47' 26" Integrator:
Please attach a copy of a county road map with location identified and described below (Be specific: road
names, directions, milepost, etc.): 841 Kitty Noecker Rd Pink Rill
Kitty Noecker Farm
Facility No: 31-770
Phone No: 252-560-9092
Murphy Brown
Operation Description:
Type of Swine
0r
I of
Wean to Feeder
Feeder to Finish
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Finish
Gilts
Boars
No. of Animals
6761
Type of Poultry
Layer
0 Pullets
No. of Animals
Type of Cattle
❑ Dairy
0 Beef
.-�i r f -;�� (C > ,i
Acreage Available for Application: 76.39
Number of Lagoons / Storage Ponds: 1
Required Acreage: 76.39
No. of Animals
Total Capacity: 1,200,173 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. 1 (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. 1 (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 La wn: e ( Farmin. Company, LLC
Signature:
Date:
Name of Manager (if different from owner):
Signature: Date
AWC -- August 1, 1997 1

Technical Specialist Certification
I. As a technical specialist designated by the North Carolina Soil and Water Conservation Commission
pursuant to 15A NCAC 6F .0005. I 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, I), the technical specialist should only certify parts for which they are
technically competent.
11. Certification of Design
A) Collection. Storage, Treatment System
Check appropriate box
Existing facili� without retrofit (SD or WUP)
Storage volume is adequate for operation capacity: storage capability consistent with waste
utilization requirements.
New, expanded or retrofitted facility (SD)
Animal waste storage and treatment structures, such as but not limited to collection systems,
lagoons and ponds, have been designed to meet or exceed the minimum standards and
specifications.
Name of Technical Specialist (Please Print): Toni W. King
Affiliation Murphy -Brown, LLC Date Work Completed:
Address (Agen ): P.O. Box 856, Warsaw, NC 2839f Phone No.:[phone]
Signature: Date: (A— - O21
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 (Agi7y): P.O. Box 856 Warsaw, NC 2839E Phone No.:[phone]
Signature: crDate: LAD- - Z
C) Runoff Controls from Exterior Lots
Check the appropriate box
Facility without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
0 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 (Agent P.O. Box 85 Warsaw, NC 2839E Phone No.: [phone]
Signature: "N Date: �— -ZI
AWC -- August 1, 1997 2

D). Application and Handling Equipment
Check t appropriate box
Existing or expanding facility with existing waste application equipment (WUP or I)
Animal waste application equipment specified in the plan has been either field calibrated or
evaluated in accordance with existing design charts and tables and is able to apply waste as
necessary to accommodate the waste management plan: (existing application equipment can cover
the area required by the plan at rates not to exceed either the specified hydraulic or nutrient loading
rates. A schedule for timing of applications has been established; required buffers can be
maintained and calibration and adjustment guidance are contained as part of the plan).
❑ New, expanded or existing facility without existing waste application equipment for spray irrigation.
(I)
Animal waste application equipment specified in the plan has been designed to apply waste as
necessary to accommodate the waste management plan: (proposed application equipment can
cover the area required by the plan at rates not to exceed either the specified hydraulic or nutrient
loading rates; a schedule for timing of applications has been established: required buffers can be
maintained: calibration and adjustment guidance are contained as part of the plan).
New, expanded or existing facility without existing waste application equipment for land spreading
not using spray irrigation. (WUP or I)
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 ): P.O. Box 856, Warsaw, NC 2839E Phone No.: [phone]
Signature: t� Date: �- 1 —2 1
E) Odor Contro , Insect Control, Mortality Ma�iagement and Emergency 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 (Agent : P.O. Box 856 Warsaw, NC 2839E Phone No.: [phone]
Signature: ; )�•k. Date: Z - \ - 4
F) Written No e o New or Expanding Swine rm
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: Date:
Name of Manager (if different from owner):
Signature: Date
AWC -- August 1, 1997 3

III. 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): Phone No.:
Signature: Date:
B) Land Application Site (WUP)
Check the appropriate box
The cropping system is in place on all land as specified in the animal waste management plan.
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.
El Also check this box if appropriate
If the cropping system as specified in the plan can not be established on newly cleared
land within 30 days of this certification, the owner has committed to establish an interim
crop for erosion control:
Name of Technical Specialist (Please Print): Toni W. King
Affiliation Murphy -Brown, LLC Date Work Completed:
Address (Agency): P.O. Box 856, Warsaw, NC 2839E Phone No.:[phone]
Signature: c, `,� . �A_,, Date: o- \- 7 1
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. l (we) realize that failure to submit this verification is a violation of the waste
management plan and will subject me (us) to an enforcement action from DEM.
Name of Land Owner:
Signature: Date:
Name of Manager (if different from owner):
Signature: Date
AWC -- August 1, 1997 4

C) Runoff Controls from Exterior Lots (RC)
Facility with exterior lots
Methods to minimize the run off of pollutants from lounging and heavy use area have been installed
as specified in the plan.
For facilities without exterior lots, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation Date Work Completed:
Address (Agency): Phone No.:
Signature: Date:
D) Application and Handling Equipment Installation (WUP or I)
Check the appropriate b 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.
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: i q- 1-2-l
The following signature block is only used hen the box for conditional approval in III D above
has been checked.
(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 I)
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 (Agencyy; P.O. Box 856, arsaw, NC 2839E Phone No.: [phone]
Signature: �p w L�j ;� Date: l_12- I _2-1
AWC -- August 1, 1997 5

Please return the completed form to the Division of Water Quality at the following Address:
Department of Environment Health and Natural Resources
Division of Water Quality
Water Quality Section, Compliance Group
P.O. Box 29535
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: B1AAE69C-FFD7-41C9-A7BD-1881BD39EABF
ROY COOPER
Governor
DIONNE DELLI-GATTI
Secretory
S. DANIEL SMITH
Director
Britt Farming Company, LLC
Kitty Noecker Farm
442 Coy Smith Road
Albertson, NC 28508
NORTH CAROLINA
Environmental Quality
May 20, 2021
Subject: Certificate of Coverage No. AWS310770
Kitty Noecker Farm
Swine Waste Collection, Treatment,
Storage and Application System
Duplin County
Dear Britt Farming Company, LLC:
In accordance with your change of ownership request, we are hereby forwarding to you this Certificate of
Coverage (COC) issued to Britt Farming Company, LLC, authorizing the operation of the subject animal
waste management system in accordance with General Permit AWG100000. Please read this COC and the
enclosed State General Permit carefully.
This approval shall consist of the operation of this system including, but not limited to, the management
and land application of animal waste as specified in the facility's Certified Animal Waste Management Plan
(CAWMP) for Kitty Noecker Farm, located in Duplin County, with a swine animal capacity of no greater
than the following annual averages:
Wean to Finish: Feeder to Finish: 5760 Boar/Stud:
Wean to Feeder: Farrow t• Wean: Gilts:
Farrow to Finish: Farrow t
If this is a Farrow to Wean or Farrow to Fee
boars are unnecessary, they may be replace
replaced by gilts at a rate of 4 gilts for every
This COC shall be effective from the date
Certificate of Coverage Number AWS3107
are authorized and required to operate the
specified in the General Permit, the facili
and maintaining the required monitoring
facility. Any increase in waste production
of animals authorized by this COC (as pro
COC and must be completed prior to actu
You are encouraged to update your Swin
you must send a copy of the updated form
s. Where
s may be
reby void
COC, you
nations as
r collecting
ed for this
e in number
and this
mals.
you do so,
dress below.
North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street 1 1636 Mall Service Center I Raleigh, North Carolina 27699-1636
919.707,9129

DocuSign Envelope ID: B1AAE69C-FFD7-41C9-A7BD-1881BD39EABF
Please py careful attention to the record keeping and monitoring conditions in this permit. Stocking and
Mortality Form (STOCK-1) has been updated: all other record keeping forms are unchanged with this
General Permit. Please use the most current record keeping forms.
If your Waste Utilization Plan (WUP) has been developed based on site -specific information, careful
evaluation of future samples is necessary. Should your records show that the current WUP is inaccurate
you will need to have a new WUP developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Per 15A NCAC 02T .1304 and NRCS standards a 100-foot separation shall be maintained between water
supply wells and any lagoon, storage pond, or any land application of waste.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, and/or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the Animal Feeding Operations Program for information on
this process. Unless such a request is made within 30 days, this COC shall be final and binding.
In accordance with Condition II.23 of the General Permit, waste application shall cease within twelve (12)
hours of the time that the National Weather Service issues a Hurricane Warning, Tropical Storm Warning,
or a Flood Watch/Flash Flood Watch associated with a tropical system for the county in which the facility
is located. You may find detailed watch/warning information for your county by calling the
Newport/Morehead City, NC National Weather Service office at [phone], or by visiting their
website at: www.weather.gov/mhx/
This facility is located in a county covered by our Wilmington Regional Office. The Regional Office staff
may be reached at 910-796-7215. If you need additional information concerning this COC or the General
Permit, please contact the Animal Feeding Operations Program staff at [phone].
Sincerely,
&Ala('
ocuSigned by:
3415E2C05B24C0...
for S. Daniel Smith
Director, Division of Water Resources
Enclosures (General Permit AWGI 00000)
cc: (Certificate of Coverage only for all ccs)
Wilmington Regional Office, Water Quality Regional Operations Section
Duplin County Health Department
Duplin County Soil and Water Conservation District
Central Files (Permit No. AWS310770)
Laserfiche (Permit No. AWS310770)
Maxwell Foods, LLC
North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street 11636 Mali Service Center I Raleigh, North Carolina 27699-1636
919.707.9129

Nutrient Management Plan For Animal Waste Utilization
05-27-2021
This plan has been prepared for:
Kitty Noecker Farm (31-770)
Britt Farming Company, LLC
442 Coy Smith Road
Albertson, NC 28508
[phone]
This plan has been developed by:
Ronnie G. Kennedy Jr.
Agriment Services, Inc.
PO Box 1096
Beulaville, NC 28518
252-568-2648
eveloper Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
01,441a-(
Signature (owner) Date
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By:
Technical Specialist Signature Date
231403 Database Version 4.1 Date Printed: 05-27-202I Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S75
Swine Wean -Finish Lagoon Liquid waste generated 5,246,536 gals/year by a 6,761
animal Swine Wean -Finish Lagoon Liquid operation. This production facility has waste
storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
9457
Incorporated
11348
Injected
11348
Irrigated
9457
Max. Avail.
PAN {lbs)*
Actual PAN
Applied (lbs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
9,457
13109
-3,652
7,272,578
-2,026,042
Year 2
9,457
15983
-6,526
8,866,794
-3,620,258
-----------------------------------------------------------------------------
Note: In source ID. S means standard source, U means user defined source.
* Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
231403 Database Version 4.1 Date Printed: 05-27-2021 Source Page 1 of 1

5/27/2021 - Britt Farming Company
Narrative
This plan is to update new owner information and convert farm from a (5,760 Feeder to Finish) to (6,761
Wean to Finish). This farm has a year 1 deficit of-824.80 and year 2 deficit of -2,158.31 without sub
field areas. Sub field areas are to be applied using honey wagon or aerway. This plan also changes farrn
to all corn/wheat/soybean crop rotation. Grower may also plant and apply 251bs PAN to small grain
cover crop after removal of soybeans and before planning corn. Therefore, the next crop would need its
PAN reduced by any waste applications that accrued on previous small grain cover crop. If no
applications accrue on cover crop reduction is not required.
1/20/2005 - Harold Smith
THIS PLAN IS A REVISION OF THE 3/3/97 PLAN COMPLETED BY BILLY HOUSTON OF
DUPLIN S&W. THIS PLAN DEPICTS THE WETTABLE ACRES ON THE FARM AND DISPLAYS
THE SAME IN THE CALCULATION TABLES. THIS PLAN WAS REVISED ON 1/19/05 TO
REFLECT THE IRRIGATION UPGRADE OF THE CENTER PIVOT SYSTEM. DUE TO THE
EXCESS OF PAN CREATED BY THE ADDITION OF HAY LAND THAT WILL BE COVERED BY
THE PIVOT IT IS PERMISSIBLE FOR MR. SMITH TO GO TO A PASTURE SCENARIO IF HE SO
DESIRES. IF HE DECIDES TO REVERT TO GRAZING CATTLE YEAR AROUND ON THESE
AREAS THE PAN RATES WILL BE REDUCED BY 25% TO ACCOUNT FOR CATTLE NUTRIENT
LOADING.
THIS WASTE PLAN REPRESENTS A COMPLETE TWO-YEAR ROTATION OF THE CROPLAND
AND HAYLAND.
ALL FIELDS MUST MEET MONITORING AND REPORTING REQUIREMENTS WHEN USED.
MR. SMITH PLANS TO APPLY SWINE WASTE IN ACCORDANCE WITH HIS SPECIFIC WASTE
ANALYSIS NOT TO EXCEED THE HYDRAULIC LOADING OF THE SOILS.
4/25/2014 - Harold Smith
THIS PLAN IS A REVISION OF THE 1/20/2005 PLAN COMPLETED BY RONNIE G. KENNEDY
JR. OF AGRIMENT SERVICES INC. THIS PLAN SHOWS THE UPDATED HONEY WAGON
AREA AND CHANGES MADE TO THE 12, J2, AND CENTER PIVOT AREAS TO
CORN/WHEAT/SOYBEANS.
231403 Database Version 4.1 Date Printed: 05-27-2021 Narrative Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown,
where available.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
6132
11
1.01
1.01
N/A
Rumford
Com, Grain
100 bu.
Wheat, Grain
45 bu.
Soybeans, Manured, Full Season
30 bu.
6132
12
3.92
3.92
N/A
Rumford
Corn, Grain
100 bu.
Wheat, Grain
45 bu.
Soybeans, Manured, Full Season
30 bu.
6132
13
3.14
3.14
N/A
Foreston
Com, Grain
120 bu.
Wheat, Grain
55 bu.
Soybeans, Manured, Full Season
40 bu.
6132
Al
2.69
2.69
N/A
Foreston
Com, Grain
120 bu.
Wheat, Grain
55 bu.
Soybeans, Manured, Full Season
40 bu.
6132
A2
2.00
2.00
N/A
Foreston
Com, Grain
120 bu.
r
Wheat, Grain
55 bu,
Soybeans, Manured, Full Season
40 bu.
6132
A3
1.87
1.87
NIA
Foreston
Com, Grain
120 bu.
Wheat, Grain
55 bu.
Soybeans, Manured, Full Season
40 bu.
6132
B
3.04
3.04
N/A
Foreston
Com, Grain
120 bu.
Wheat, Grain
55 bu.
—
Soybeans, Manured, Full Season
40 bu.
6132
C
3.87
3.87
N/A
Foreston
Com, Grain
120 bu,
Wheat, Grain
55 bu.
Soybeans, Manured, Full Season
40 bu.
6132
12
1.21
1.21
NIA
Foreston
Corn, Grain
120 bu.
Wheat, Grain
55 bu.
Soybeans, Manured, Full Season
40 bu.
6132
12
1.17
1.17
NIA
Foreston
Com, Grain
120 bu.
Wheat, Grain
55 bu.
Soybeans, Manured, Full Season
40 bu.
6132
PIVOT
39.74
39.74
N/A
Foreston
Corn, Grain
120bu.
231403 Database Version 4.1
Date Printed 5/27/2021
PCS Page 1 of 2
NOTE: Symbol * means user entered data.

Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
Wheat, Grain
55 bu.
-
Soybeans, Manured, Full Season
40 bu.
6132
Sub Fl 1
1.09
1.09
_
NIA
Rumford
Corn. Grain
100 bu.
Wheat, Grain
45 bu.
Soybeans, Manured, Full Season
30 bu.
6132
Sub F 12
0.58
0.58
N/A
Rumford
Com, Grain
100 bu.
Wheat, Grain
45 bu.
Soybeans, Manured, Full Season
30 bu.
6132
Sub F13
1.66
1.06
N/A
Foreston
Corn, Grain
120 bu.
A
Wheat, Grain
55 bu.
Soybeans, Manured, Full Season
40 bu.
6132
Sub F2
10.00
10.00
N/A
Foreston
Com, Grain
120 bu.
Wheat, Grain
_
55 bu.
Soybeans, Manured, Full Season
40 bu.
PLAN TOTALS:
76.39 76.39
LI
Potential Leaching
Technical Guidance
2
Low potential to contribute to soluble
nutrient leaching below the root zone.
None
>= 2 &
<= 10
Moderate potential to contribute to
soluble nutrient leaching below the root
zone.
Nutrient Management (590) should be planned.
> 10
High potential to contribute to soluble
nutrient leaching below the root zone.
,
Nutrient Management (590) should be planned. Other conservation practices that improve
the soils available water holding capacity and improve nutrient use efficiency should be
considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations
(328). Long -Term No -Till (778), and edge -of -field practices such as Filter Strips (393) and
Riparian Forest Buffers (391).
231403 Database Version 4.1 Date Printed 5/27/2021
PCS Page 2 of 2
NOTE: Symbol * means user entered data.

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Date Printed: 5/27/2021
Database Version 4.1
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WUT Page 2 of 4
Date Printed: 5/27/2021
Database Version 4.1

Waste Utilization Table
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WUT Page 3 of 4
Date Printed: 5/27/2021
Database Version 4.1

Waste Utilization Table
5
% y
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Total Produced. 1000 gallons
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Total Produced, tons
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WUT Page 4 of 4
Date Printed: 5/27/2021
Database Version 4.1

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in
runoff. This table provides the maximum application rate per hour that may be applied to each field selected to
receive wastewater. It also lists the maximum application amount that each field may receive in any one application
event.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(incheslhour)
Application Amount
(inches)
6132
11
Rumford
0.50
1.0
6132
12
Rumford
0.50
1.0
6132
13
Foreston
0.50
1.0
6132
Al
Foreston
0.50
1.0
6132
A2
Foreston
0.50
1.0
6132
A3
Foreston
0.50
1.0
6132
B
Foreston
0.50
1.0
6132
C
Foreston
0.50
1.0
6132
12
Foreston
0.50
1.0
6132
J2
Foreston
0.50
1.0
6132
PIVOT
Foreston
0.50
1.0
6132
Sub F11
Rumford
0.50
1.0
6132
Sub F12
Rumford
0.50
1.0
6132
Sub F13
Foreston
0.50
1.0
6132
Sub F2
Foreston
0.50
1.0
231403 Database Version 4.1 Date Printed 5/27/2021 1AF Page 1 of 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and Tess than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity, this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Source Name
Swine Wean -Finish Lagoon Liquid
Design Storage Capacity (Days)
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days)*
1
1
28
1
2
68
1
3
105
1
4
143
1
5
180
1
6
180
1
7
149
1
8
118
1
9
121
1
10
140
1
11
143
_ 1
12
162
2
1
164
2
2
180
2
3
180
2
4
180
2
5
180
2
6
180
2
7
180
2
8
180
2
9
180
2
10
149
2
11^ 119
2
12 88
* Available Storage Capacity is calculated as of the end of each month.
231403 Database Version 4.1 Date Printed: 05-27-2021 Capacity Page 1 of 1

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, NRCS Field
Office Technical Guide Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste
will be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone
to flooding (see "Weather and Climate in North Carolina" for guidance).
------
--------------------- -
231403 Database Version 4.1 Date Printed: 5/27/2021 Specification Page 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1,1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1,1995,
shall not be applied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
231403 Database Version 4.1 Date Printed: 5/27/2021 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over -spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre -plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
231403 Database Version 4.1 Date Printed: 5/27/2021 Specification Page 3

22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where waste products are applied. Nitrogen
shall be the rate -determining nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five
(5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
231403 Database Version 4.1 Date Printed: 5/27/2021 Specification Page 4

Crop Notes
The following crop note applies to field(s): 13, Al, A2, A3, B, C, 12, J2, PIVOT, Sub F13, Sub F2
Corn 1: CP, Mineral Soil, low -leachable
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when
planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): 11, 12, Sub Fl 1, Sub F12
Corn: CP, Mineral Soil, medium leaching
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when
planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
231403 Database Version 4.1 Date Printed: 05-27-2021 Crop Note Page 1 of 3

The following crop note applies to field(s): 13, Al, A2, A3, B, C, 12, J2, PIVOT, Sub F13, Sub F2
Wheat: Coastal Plain, Mineral Soil, low -leachable
In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the
optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU
"Small Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting
no -till. Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety
"green book" and information from private companies to select a high yielding variety with the
characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at planting.
Phosphorus and potash recommended by a soil test can also be applied at this time. The remaining N
should be applied during the months of February -March. The total N is dependent on the soil type. Plant
samples can be analyzed during the growing season to monitor the nutrient status of the wheat. Timely
management of diseases, insects and weeds are essential for profitable wheat production.
The following crop note applies to field(s): 11, 12, Sub FI 1, Sub F12
Wheat: Coastal Plain, Mineral Soil, medium leachable
In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the
optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU
"Small Grain Production Guide". Also, increase the initial seeding rate by at least 10°/a when planting
no -till. Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety
"green book" and information from private companies to select a high yielding variety with the
characteristics needed for your area and conditions. Apply no more than 30 Ibs/acre N at planting.
Phosphorus and potash recommended by a soil test report can also be applied at this time. The remaining
N should be applied during the months of February -March. The total N is dependent on the soil type.
Plant samples can be analyzed during the growing season to monitor the nutrient status of the wheat.
Timely management of diseases, insects and weeds are essential for profitable wheat production.
The following crop note applies to field(s): 13, Al, A2, A3, B, C, 12, J2, PIVOT, Sub F13, Sub F2
Soybeans -Full Season, Coastal Plain: Mineral Soil, low -leachable
The suggested planting dates for soybeans in the Coastal Plains are from April 20-May 20. Review the
NCSU Official Variety "green book" and information from private companies to select a high yielding
variety with the characteristics needed for your area and conditions. Plant 2-4 seed/row foot for 7-8"
drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows and 8-10 seed/row foot for 36"
rows. Increase the seeding rate by at least 10% for no -till planting. Seeding depth should be 1-1 1/2" and
adequate depth control is essential. Phosphorus and potash recommended by a soil test report can be
broadcast or banded at planting. Soybeans produce their own nitrogen and are normally grown without
additions of nitrogen. However, applications of 20-30 lbs/acre N are sometimes made at planting to
promote early growth and vigor. Tissue samples can be analyzed during the growing season to monitor
the overall nutrient status of the soybeans. Timely management of weeds and insects is essential for
profitable soybean production.
231403 Database Version 4.1 Date Printed: 05-27-2021 Crop Note Page 2 of 3

The following crop note applies to field(s): 11, 12, Sub F11, Sub F12
Soybeans -Full Season, Coastal Plain: Mineral soil, medium leachable
The suggested planting dates for soybeans in the Coastal Plains are from April 20-May 20. Review the
NCSU Official Variety "green book" and information from private companies to select a high yielding
variety with the characteristics needed for your area and conditions. Plant 2-4 seed/row foot for 7-8"
drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows and 8-10 seed/row foot for 36"
rows. Increase the seeding rate by at least 10% for no -till planting. Seeding depth should be 1-1 1/2" and
adequate depth control is essential. Phosphorus and potash recommended by a soil test report can be
broadcast or banded at planting. Soybeans produce their own nitrogen and are normally grown without
additions of nitrogen. However, applications of 20-30 lbs/acre N are sometimes made at planting to
promote early growth and vigor. Tissue samples can be analyzed during the growing season to monitor
the overall nutrient status of the soybeans. Timely management of weeds and insects is essential for
profitable soybean production.
231403 Database Version 4.1 Date Printed: 05-27-2021 Crop Note Page 3 of 3

N
o / �+
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LL
KITTY NOECKER
P*
k.
„E..
Q.
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EN-, 1104
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W

Harold Smith (Kitty Kaoe cker Farm)
1/8/01
Stationary Sprinkler/Gun & Hard Hose
Traveling Gun System Wettable Acre Computations
Existing Hard Hose Traveler Gun Irrigation System
erik
Model
Humber
Hose Length
(Feej)
Hose I.D.
„ r h e9)
Lane Spacing
Wean
Ho. at Acres
Cowed In
One PuO
Flew Rate -
(G.P.81.)
one Pell, Applying 1"
al Water (is.)
Nelsen Slut
nd Pressure
T.abfele
gas
turbine Gas _
1025_
WO
9 itWA ,
I
3IM
' 187
181
10.33
10.65
� SR100lSO PSI
95
30 _
240
334
280
280
10.2
9.4
8R15 0101181
1033
850
3.3
260
539
360
400
7.1
8R160/80 PSI
1325
1250
3.2
240
7.41
266 .
200
' 126
11.8
SR150060 PSI
1375
1100
3.6
280
7.78
882
418
9.2
8.4
81t1611180 PSI
150 RING NOZZLE 7BOR
5pealy Asa whoa ordsdn0
0.86" 0.97"
62E7•0116 6257-097
1.08•
6247-11
1.15"
H7.11
126"
o
Ole
4.34"
calf
: flaw, Path
1.s7•
PM
09M
Ok PI
GM*
DM Ft
GM4
DM ff.CIY4
OM Fr I 12Pisi
DIA FT I GPM
DM ear
GPM
01A Fr
. GPM
OIA er
50
60
100
245
130
265
165
235
105
300 1 256
320 300
335
350
aso
; 383
3i9
110
260
143
280
182
2110
123
313 273
Zee 330
_
330
385
345
. 423
368 ,
70
_ 120
270
155
290
197
310
145
330 i 293
350
355
365
415
3110
458
303
84 126
28a
1 165
300
21D
320
260
_
340 ' 315
360
• 360
300
445
355
: 490
399
94 1135
290 175
310
_ 223
330
275
350 . 335
370
405
390
OS
*05
522
409
103
143
300
163
320 _
235
340
390
340 358
390
425
400
500
413
650
419
110
150
"
310
195
320
247
35t'1 1
303
370 ' 370
390
445
410
525
425 577
429
120
157
315
204
&15
230
360 320
saol ass
400
465
4 "245
4e6o3
35
439 '
T-6132 Field 2
• # of Exterior Lanes 4
• # of Interior Lanes 7
• # of Total Lanes I 1
• Lane Spacing 162'
• Wetted Q 270'
• Lane Spacing as a % 60%
han
Al
> Start End Area [Table E90+ w B) 0.53 ac.
> Middle Area [308'(0.9 x 270')/43,550) 1.72 ac.
Stop End Area [Table E90+ - G] 0.44 ac.
Total Area [(0.53 ac. + 1.45 ac. + 0.44 ac.)] 2.69 ac.
1

r
Harold Smith (Kitty Knoecker Farm)
T-6132 Field 2 Cont.
Lane A2
A Start End Area [Table EE60 - B] 0.56 ac.
> Middle Area [200'(270'/2+162'/2)/43,560] 0.99 ac.
> Stop End Area [Table EE60 - G] 0.45 ac.
Total Area [0.56 ac. + 0.99 ac. + 0.45 ac.] 2.00 ac.
Lane A3
A Start End Area [Table E90+ - B] 0.53 ac.
> Middle Area [162'(0.9 a 270')/43,560] 0.90 ac.
> Stop End Area [Table E90+ - G] 0.44 ac.
A Total Area [0.53 ac. + 0.90 ac. + 0.44 ac.] 1.87 ac.
eB
➢ Start End Area ['Table E160 - B] 0.47 ac.
➢ Middle Area [965'(162')/43,560] 2.21 ac.
> Stop End Area [Table E160 - G] 0.36 ac.
> Total Area [0.47 ac. + 2.21 ac. + 0.36 ac.] 3.04 ac.
Lane C
> Start End Area [Table E160 -- B] 0.47 ac.
> Middle Area [818'(162')/43,560] 3.04 ac.
A Stop End Area ['Table E160 - G] 0.36 ac.
A Total Area [0.47 ac. + 3.04 ac. + 0.36 ac.] 3.87 ac.
Lane D
A Start End Area [Table E160 - B] 0.47 ac.
➢ Middle Area [965'(162')/43,560] 3.59 ac.
> Stop End Area ['Table E160 - G] 0.36 ac.
> Total Area [0.47 ac. + 3.59 ac. + 0.36 ac.] 4.42 ac.
Lane E
> Start End Area [Table E160 - Bj 0.47 ac.
A Middle Area [965'(162)/43,560] 3.59 ac.
A Stop End Area [Table E160 - G] 0.36 ac.
A Total Area [0.47 ac. + 3.59 ac. + 0.36 ac.] 4.42 ac.
Lane F
> Start End Area [Table E160 - B] 0.47 ac.
> Middle Area [965'(162')/43,560] 3.59 ac.
> Stop End Area [Table E160 - G] 0.36 ac.
9 Total Area [0.47 ac. + 3.59 ac. + 0.36 ac.] 4.42 ac.

Harold Smith (Kitty Knoecker Farm)
T-6I32,Ffle1 2 Cont.
Lane G
> Start End Area [Table E160 -}3] 0.47 ac.
> Middle Area [965'(162')/43,560] 3.59 ac.
> Stop End Area [Table E160 - G] 0.36 ac.
> Total Area [0.47 ac. + 3.59 ac. + 0.36 ac.] 4.42 ac.
Lane H •
> Start End Area [Table E160 - B) 0.47 ac.
> Middle Area [965'(162')/43,560] 3.59 ac.
> Stop End Area [Table E160 - G] 0.36 ac.
> Total Area [0.47 ac. + 3.59 ac. + 0.36 ac.] 4.42 ac.
Lane I1 /
> Start End Area [Table EE60 - BJ 0.56 ac.
> Middle Area [860'(270'/2+162'/2)/43,560] 4.26 ac.
> Stop End Area [Table EE60 - 0] 0.45 ac.
➢ Total Area [0.56 ac. + 4.26 ac. + 0.45 ac.] 5.27 ac.
Lane 12 V
> Start End Area [Table E90+ - 8] 0.53 ac.
➢ Middle Area [260'(0.9 s 2701/43,560] 1.45 ac.
> Stop End Area [Table E90+ - G] 0.44 ac.
> Total Area [(0.53 ac. + 1.45 ac. + 0.44 ac.)/2] 1.21 ac.
Lane J 1
> Start End Area [Table E90+ - 8] 0.53 ac.
> Middle Area [361'(0.9 x 270')/43,660] 2.01 ac.
> Stop End Area [Table E90+ - G] 0.44 ac.
• Total Area [0.53 ac. + 2.01 ac. + 0.44 ac.] 2.98 ac.
Lane J2
➢ Start End Area [Table E90+ - 8] 0.53 ac.
> Middle Area [245'(0.9 x 270')/43,560] 1.37 ac.
> Stop End Area [Table E90+ - G] 0.44 ac.
➢ Total Area [(0.53 ac. + 1.37 ac. + 0.44 ac.)/2] 1.17 ac.
1/8/01
Total Area of Lane Al + Total Area of Lane A2 + Total Area of Lane A3 + Total Area of Lane 8 + Total
Area of Lane C + Total Area of lane D + Total Area of Lane E + Total Area of Lane F + Total Area of
Lane G + Total Area of Lane H + Total Area of Lane 11 + Total Area of Lane 12+ Total Area of Lane Jl +
Total Area of Lane J2 = Total Area of T-6132 Field 2
2.69 ac. + 2.00 ac. + 1.87 ac. + 3.04 ac. + 3.87 ac. + 4.42 ac. + 4.42 ac. + 4.42 ac. + 4.42 ac. + 4.42 ac.
+ 5.27 ac. + 1.21 ac. + 2.98 ac. + 1.17 ac. = 46.20 ac. Total Area of T-$132 Field 2
3

Harold Smith (Kitty Knoeckcr Farm)
1/8/01
(RA,
Existing Stationary Sprinkler Irrigation System
Sprinkler Bean Press. (pal) 35
40
414 Nozzle • glue (7/32•)
Flow (gam) 8.11 8.66
Diem. at 7.5' height Ileet) 109 111
Diam. al 6.0' height ((eat) 114 110
418 Nosxle - Orange 11/4")
Flew (gem) 10.7
Dien. at 1.5' height (teat) 111
Dram, at 6.0' height (feet) 122
Noels - Purple (
POSE .T. rn). .. -. 13.3 -.14.2 .15.0
Dls.n an 1.1r height (feet) .. 118 -.'.124 127
Diaz,. st 6.17 ha19ht (leed.P.. :126 -:432 .. 135
T-6132 Field 11
11.4
117
126
18.2
134
140
Dlametar (19e1)
•
METRic - Diameter (meters)
.,wit':- ••ct!:_--'ail kit: ;,l0.1.-- •_•,..
70 (bare) 2,5
(Pm) Jti 2537.7f0'tiff a".(7S1i ` : 72. 50
1114 Nozzle - Blusri6. -'pg(t,) Jj I t
11.5 1LIa) 0.52 - >?;.'-57Q ¢j- 0.89 r -o. 'o 0.73
.11.?' 1t9 -= 121: t 123 0.5 m (m) 32.a 114(-r.33i 2(11: 7.0 37.6
:.-126'-- i29..: -_ (29 130 2.0 m (m) 35.3 .::30.5J . 3TYa+_-:3 6 �: = 5'` 40.3
_ -. al NotXie - Orwefg9 i6Jif ramg-'. _- .... -
:134 - 14 0 14.6 13.1 (La) 0-88 9 75" 7 0.81 :. 0 87 ' 0.92 0.97
-199 -.129 1.:. 131 - 133 0.5m(m) 34.5-..36;1,1_ 37.6 38.9 _.4QA 41.t
136 ,:..137 138 203 m (m) 37.8 39.0.-:i- 40.0 .40.6 41.6 42.4
Ri•-'/tnrzin PurFla(7.14 mm}
15.9 16.6 - 17.4 ' - 18,1 ' 13.8" (Va} 0.65 ' 0.94 1.01 1.08
129 134 139 142 '. 144 :. - 0.& m 011) 86 3 38.3 40.1 41.7
137 141 144 146 ':: 147::.• ' -,,Z0 m'(R))- :39S' 40.9 42.1 43.2
19.2
137
143
21.8 22.9
141 148
146 150
25.3
145
150
26.7
151
155
20.1
142
147
28.0
156
160
21.0
148
151
25.1
157
159
20.3 30.4
160 160
164 167
1.15 121
43.2 44.8
44.1 450
112.4 bg0{(}} t lurr(uoloe (7.94 rnm)
?;'!`-;.`=(1ipt°-" 1.12 1.21 1.29
im ((i --:` 40.4 42.3 44.0
42.5 44.0 45.2
'_ on (8.73 mm)
d • - 1.34 1.45
42.2 44.5
44,1 45.9
1.55
46.6
47.5
Blue (9.53 mm)
1.56 1.69 1.60
43 4 45.9 48 2
45.3 47.2 48 9
• # of Total Sprinklers 5
• # of Sprinklers) w/360° Spray 4
• # of Sprinkler(s) w/180° Spray 1
1.37
45.6
46.4
1.65
48.5
46 9
1.91
50-3
505
Using table 3-B and knowing that the wetted diameter is 139 feet, the design area of each
existing single lateral sprinklers is 0.224 acres.
• # of Sprinkler(s) w/360° Spray(Design Area) = Total Acres of Sprinkler(s) w/360° Spray
• 4 Sprinklers (0.224 acres) = 0.896 Total Acres of Sprinkler(s) w/360° Spray
• # of Sprinkler w/180° Spray(Design Area x .5) = Total Acres of Sprinkler w/180° Spray
• 1 Sprinkler (0.224 acres x .5) = 0.112 Total Acres of Sprinkler w/180° Spray
Total Acres of Sprinklers w/360° Spray + Total Acres of Sprinklers w/ 180° Spray = Total Wettable
Acres of T-6132 Field 11
0.896 ac. + 0.112 ac. = 1.01 ac. Total Wettable Acres of T-6132 Field 11
4

Harold Smith (Kitty Knacker Farm)
essN
ExistingStationary ary Gun Irrigation System
aso�v
100 TAPER BORE NOZZLE 110111/
1601—Spar sirs when ordering
o air cow
9309435 93 468
045' 0.70' a re-
9a0r-066 0309-070 9309-075
0Sr
9-000<
Ow
:� 4,
0.90' 1.0•
P51
GPM mu
GPM oe.ri
Mu W w
GPM aw. rr
044 own
Opel omit
OPM 4r► s -GPM
gun
GPM
',A -Fe
-GPM
aka
40
47
191
57
202
66
213
76
232
91
230
103
340
118
350
134
256
152
262
-
-
a0_
50
205
64
215
74
225
87
235
100
246
�
115
_256
130
a
-265
150-
273
165
280
'204
300
60
35
215'
49
227
81
240
96
258
110
260 r
126
270
142
280 r
164
28s
182
295
. 224
316'
70
60
225
73
238
as
25Q
103
262
120
275
136
253
1SS
295 '
177
302
107
310
, 243
330
80
64
235
79
241)
94
/60
110
273
128
285
' 144
295
. 165
306 'I,189
814
210
S25 '
2�
354
90
ea
245
63
68100
270
117
283
135
295
135
3061175
315 ,
201
$26
�
535 -
274
an
100
— 72
23
67
'
268
106
200 123
293
143
305
163
316
185
325'
312
336
,235
345
249
373
110
76
265
92
278
111
290 i29
305
150
315
171
324
195
sas!
222
344
247
335;304
3!0
7-6132 Field 12
• # Of Total Guns 11
• # Of In. Gun(s) w/360° Spray 2
• # Of Ex. Gun(s) w/360° Spray 2
• # Of Gun(s) w/ 180° Spray 6
• # Of Gun(s) w/90° Spray 1
Using table 4-9, C and knowing that the wetted diameter is 220 feet, the design area of each
existing gun(s) is 0.469 ac. (In), 0.668 ac. (Ex).
• # Of In. Gun(s) w/360° Spray (Design Area) = Total Acres of In. Gun(s) w/360° Spray
• 2 In. Guns (0.469 acres) = 0.938 Total Acres of In. Gun(s) w/360° Spray
• # Of Ex. Gun(s) w/360° Spray (Design Area) = Total Acres of Ex. Gun(s) w/360° Spray
• 2 Ex. Guns (0.568 acres) = 1.138 Total Acres of Ex. Gun(s) w/360° Spray
• # Of Gun(s) w/180° Spray (Design Area x .5) = Total Acres of Gun(s) w/180° Spray
• 6 Guns (0.568 acres a .5) = 1.704 Total Acres of Gun(s) w/180° Spray
• # Of Gun(s) w/90° Spray (Design Area x .25) = Total Acres of Gun(s) w/90° Spray
• 1 Guns (0.868 acres x .25) = 0.142 Total Acres of Ex. Gun(s) w/360° Spray
Total Acres of In. Gun(s) w/360° Spray + Total Acres of Ex. Gun(s) w/360° Spray + Total Acres of
Gun(s) w/180° Spray + Total Acres of Gun(s) w/90° Spray = Total Wettable Acres of T-6132 Field 12
0.938 ac. + 1.136 ac. + 1.704 ac. + 0.142 ac.= 3.92 ac. Total Wettable Acres of T-6132 Field 12
5

Harold Smith (Kitty Knoecker Farm) 1/8/01
ro-
tr
*INN
T-6132 Fjeld 13
• # Of Total Guns 9
• # Of Gun(s) w/360° Spray 1
• # Of Gun(s) w/264° Spray 1
• # Of Gun(s) w/225° Spray 4
• # Of Gun(s) w/202.5° Spray. 1
• # Of Gun(s) w/180° Spray 1
• # Of Glut(s) w/77.75° Spray 1
Using table 4-B, C and knowing that the wetted diameter is 220 feet, the design area of each
existing gun(s) is 0.469 ac. (In), 0.868 ac. (Ex).
• # Of Gun(s) w/360° Spray (Design Area) = Total Acres of Gun(s) w/360° Spray
• 1 Guns (0.568 acres) = 0.568 Total Acres of Gun(s) w/360° Spray
• # Of Gun(s) w/264° Spray (Design Area x .734375) = Total Acres of Gun(s) w/264° Spray
• 1 Guns (0.568 acres x .734375) = 0.420 Total Acres of Gun(s) w/264° Spray
• # Of Gun(s) w/225° Spray (Design Area x .625) = Total Acres of Gun(s) w/225° Spray
• 4 Guns (0.568 acres a .625) = 1.42 Total Acres of Gun(s) w/225° Spray
• # Of Gun(s) w/202.5° Spray (Design Area x .5625) = Total Acres of Gun(s) w/202.5° Spray
• 1 Guns (0.568 acres x .5625) = 0.3195 Total Acres of Ex. Gun(s) w/202.5° Spray
• # Of Gun(s) w/180° Spray (Design Area x .5) = Total Acres of Guns) w/180° Spray
• 1 Guns (0.568 acres x .5) = 0.284 Total Acres of Ex. Gun(s) w/180° Spray
• # Of Gun(s) w/77.75° Spray (Design Area x .21875) = Total Acres of Gun(s) w/77.75° Spray
• I Guns (0.588 acres x .21875) = 0.1243 Total Acres of Ex. Gun(s) w/77.75° Spray
Total Acres of Gun(s) w/360° Spray + Total Acres of Gun(s) w/264° Spray + Total Acres of Gun(s)
w/225° Spray + Total Acres of Gun(s) w/202.5° Spray + Total Acres of Gun(s) w/180° Spray + Total
Acres of Gun(s) w/77.75° Spray = Total Wettable Acres of T-6132 F13
0.5680 ac. + 0.4200 ac. + I.4200 ac. + 0.3195 ac. + 0.284 + 0.1243= 3.14 ac. Total Wettable Acres of
T-6132 F13
6

Harold Smith (Kitty Knoecker Farm)
1/8/01
r-
Total Wettable Acres of T-6132 Field 2 + Total Wettable Acres of T-6132 Field 11 + Total Wettable
Acres of T-6132 Field 12 + Total Wettable Acres of T-6132 Field 13 = Total Stationary Sprinkler/Gun
& Hard Hose Traveling Gun System on Farm
46.20 Total Wettable Acres of T-6132 Field 2 + 1.01 Total Wettable Acres of T-6132 Field 11 + 3.92
Total Wettable Acres of T-6132 Field 12 + 3.14 Total Wettable Acres of T-6132 Field 13 = 54.27 Total
Stationary Sprinkler/Gun & Hard Hose Traveling Gun System on Farm
Prepared by Agriment Services Inc.
P.O. Box 1 os6 - BeulavI1e NC - 28818
Phone [phone] - Fax [phone]
tore of owner or facility representative a of technical^specialist/
.8.
Printed name of the same above
Printed name of the same above
V 1i°/ /%/.5/�,I
Date Date /
7

Name of Facility:
Owner(s) Name:
Mailing Address:
Wettable Acres Determination Certification
Acte_e_A.
/-4,' 4'
7 7 Nc // !'
Facility Number: 3') - 77 0
Phone No:
R.xdll , ,2 S72-
By signing this form, the facility owner and Technical Specialist acknowledge the completion of the
Wettable Acres Determination. All necessary Wettable Acre Determination Field Data Sheets and
calculations were completed to conduct a Wettable Acre Determination. The facility's Waste
Utilization Plan has been amended as necessary to reflect actual wetted acreage. A copy of all
worksheets, calculations, and other Wettable Acres Determination documents, along with the
applicable Waste Utilization Plan and Wettable Acre Determination Certification will be filed with
the local Soil and Water Conservation District. A copy will also be kept on site with the Certified
Animal Waste Management Plan. Any future modifications must be approved by a technical
specialist and filed with the Soil and Water Conservation District prior to implementation. If any
modifications to the existing irrigation system or any new irrigation equipment was required to
adequately address the waste management needs of this facility, an Irrigation Specialist or
Professional Engineer has certified the design and installation below.
Owner Name:
Owner Signature:
Technical Specialist Name:
Technical Specialist Signature:
Agriment Services, Inc. I/ 5-- d.7
P.O. Box 1096
Beulaville, NC 28518
Tel: [phone]
Fax: [phone]
!late: 2/// /
If assisted by an Irrigation Specialist or Professional Engineer please read and sign below:
Animal waste application equipment has been designed or modified to apply waste as necessary to
accommodate the waste management plan and according to NRCS Standards. Animal waste
application equipment has been installed according to NRCS Standards and is ready for use.
Irrigation Specialist/PE Name:
Irrigation Specialist/PE Signature: Date:
Submit this form to:
Attn: Sonya Avant
Non -Discharge Compliance Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
WADC — 7/99

r
‹'"

r
REINKE IRRIGATION SYSTEMS
PIVOT SYSTEM SPRINKLER CHART
ELECTROGATOR II 2660 Opt 57"
REINKE IRRIGATION SYSTEMS
RMCchart0.97c
CASE NUMBER: RP043951
DEALER: RAINMAN IRRIGATION
NUMBER: 97621
aa—
•
NUMBER OF TOWERS:
GAUGE PRESSURE:
TOTAL SYSTEM FLAW:
TOTAL PIPE LENGTH:
END GUN TYPE: SR100
SYSTEM gpm PER acre:
DATE: 14 Oct 2004
CUSTOMER NAME: HAROLD SMITH
SERIAL NUMBER: 1004-C32590-2660
4
69.0 psi
550.0 gpm
675.0 ft
12.4
LAST TOWER - TIRE SIZE: 16.9 x 24
SYSTEM MANUFACTURER: ReinkeE2
1 160F2660 SPAN 1,• 164.3 ft,
3 160F2660 SPANS 2- 4, 160.0 ft,
1 32GF OVERHANG, 30.8 ft,
NOZZLE FILE: R3000R
NOZZLE SELECTION OPTION: 2
FRICTION C-FACTOR: 140
COVERAGE WITHOUT GUN: 677.9 ft
ADJ. END GUN RADIUS: 108.8 ft
CENTERDRIVE: 24:1
5.79 in ID PIPE
5.79 in ID PIPE
5.80 in ID PIPE
wwar crane=asaem=,-•=«•- anadaQaass==aaa
DISCLAIMER
The uniformity of water application obtained with this system can be
adversely affected by many variables including, but not limited to,
the improper makeup or installation of the nozzle package; obstructed
nozzles; tight and/or sloping soils; improper end gun arc settings;
incorrect maintenance of pivot pressure; unfavorable climate
conditions; and erratic and improper operating speed of the system.
Reinke Mfg. Co., Inc. makes no warranty as to the uniformity of
the coverage to be obtained from this water application printout
other than its mathematical accuracy.
The products, which are specified as a part of this nozzle package
design, are covered by the original manufacturer's printed "Warranty
and•Disclaimer", which applies to the individual components of their
own manufacture. Reinke Mfg. Co., Inc. cannot be responsible for
the performance of these products and makes no warranties, INCLUDING
THE WARRANTIES OF MERCHANTABILITY AND FITNESS FOR PARTICULAR PURPOSE,
where permitted by law, and does hereby disclaim any liability for
damages due to failure of these products to perform as anticipated.
r' -. aaaa s-.-��R=a...�--aa aaa= --^- --a...

RP043951 14 Oct 2004 ReinkeE2, 4 TOWER, 550 gpm, 69 psi PAGE 2
-OUTLET- -SPRINKLER- -REG- -GPM- PRESSURE
NO. LOC. NO. SEP. MODEL NOZZLE MODEL REQ. DEL INLINE
1 6.6 PLUG
2 11.4 PLUG
3 16.1 PLUG
4 20.9 PLUG
5 25.6 PLUG
6 30.4 • PLUG
7 35.1 1 35.1 R3000 TN-#14 Lime LB20 1.6 1.6 66.0
8 39.9 PLUG
9 44.6 PLUG
10 49.4 PLUG
11 54.1 2 19.0 R3000 TN-#16 Lavender LB20 2.2 2.1 65.8
12 58.9 PLUG
13 63.6 PLUG
14 68.4 PLUG
15 73.1 3 19.0 R3000 TN-#18 Gray LB20 2.5 2.6 65.6
16 77.9 PLUG
17 82.3 PLUG
18 86.6 PLUG
19 91.4 4 18.3 R3000 TN-#19 Gray w/trqu LB20 3.0 2.9 65.4
20 96.1 PLUG
21 100.9 PLUG
22 105.6 PLUG
23 110.4 5 19.0 R3000 TN-#22 Yellow LB20 3.8 3.8 65.2
24 115.1 PLUG
25 119.9 PLUG
26 124.6 PLUG
27 129.4 6 19.0 R3000 TN-#24 Red LB20 4.4 4.5 65.0
28 134.1 PLUG
29 138.9 PLUG
30 143.6 PLUG
31 148.4 7 19.0 R3000 TN-#27 White w/blu LB20 5.5 5.7 64.8
32 153.1 PLUG
33 157.9 PLUG
164.3 TOWER NO. 1
34 166.6 PLUG
35 171.4 8 23.0 R3000 TN-#28 Blue LB20 6.2 6.2 64.6
36 176.1 PLUG
37 180.9 PLUG
38 185.6 PLUG
39 190.4 9 19.0 R3000 TN--#29 Blue w/brn LB20 6.5 6.6 64.4
40 195.1 PLUG
41 199.9 PLUG
42 204.6 PLUG

RP043951 14 Oct 2004 ReinkeE2, 4 TOWER, 550 gpm, 69 psi PAGE 3
-OUTLET- -SPRINKLER- -REG- -GPM- PRESSURE
'NO. LOC. NO. SEP. MODEL NOZZLE MODEL REQ. DEL. INLINE
43 209.4 10 19.0 R3000 TN-#30 Drk Brown LB20 7.1 7.0 64.2
44 214.1 PLUG
45 218.9 PLUG
46 223.6 PLUG
47 228.4 11 19.0 R3000 TN-431 Brwn w/orng LB20 7.7 7.4 64.0
48 233.1 • PLUG
49 237.9 PLUG
50 242.3 PLUG
51 246.6 12 18.3 R3000 TN-#33 Ornge w/grn LB20 8.4 8.5 63.8
52 251.4 PLUG
53 256.1 PLUG
54 260.9 PLUG
55 265.6 13 19.0 R3000 TN-#34 Drk Green LB20 9.0 9.0 63.7
56 270.4 PLUG
57 275.1 PLUG
58 279.9 PLUG
59 284.6 14 19.0 R3000 TN-#35 Green w/prp LB20 9.7 9.5 63.5
60 289.4 PLUG
61 294.1 PLUG
62 298.9 PLUG
63 303.6 15 19.0 R3000 TN-#34 Drk Green LB20 9.2 9.0 63.3
64 308.4 PLUG
65 313.1 PLUG
66 317.9 16 14.3 R3000 TN-#32 Orange LB20 8.1 8.0 63.2
324.3 TOWER NO. 2
67 326.6 PLUG
68 331.4 17 13.5 R3000 TN-#30 Drk Brown LB20 6.9 7.0 63.1
69 336.1 PLUG
70 340.9 18 9.5 R3000 TN-#27 White w/blu LR20 5.6 5.7 63.1
71 345.6 PLUG
72 350.4 19 9.5 R3000 TN-#27 White w/blu LB20 5.9 5.7 63.0
73 355.1 PLUG
74 359.9 20 9.5 R3000 TN-#28 Blue LB20 6.3 6.2 62.9
75 364.6 PLUG
76 369.4 21 9.5 R3000 TN-#29 Blue w/brn LB20 6.4 6.6 62.8
77 374.1 PLUG
78 378.9 22 9.5 R3000 TN-#28 Blue LB20 6.3 6.2 62.8
79 383.6 PLUG
80 388.4 23 9.5 R3000 TN-#29 Blue w/brn LB20 6.7 6.6 62.7
81 393.1 PLUG
82 397.9 24 9.5 R3000 TN-#29 Blue w/brn LB20 6.6 6.6 62.7
83 402.3 PLUG
84 406.6 25 8.8 R3000 TN-#29 Blue w/brn LB20 6.7 6.6 62.6

RP043951 14 Oct 2004 ReinkeE2, 4 TOWER, 550 gpm, 69 psi PAGE 4
-OUTLET- -SPRINKLER- -REG- -GPM- PRESSURE
NO. LOC. NO. SEP. MODEL NOZZLE MODEL REQ. DEL. INLINE
85 411.4 PLUG
86 416.1 26 9.5 R3000 TN-#30 Drk Brown LB20 7.2 7.0 62.5
87 420.9 PLUG
88 425.6 27 9.5 R3000 TN-#31 Brwn w/orng LB20 7.4 7.4 62.5
69 430.4 PLUG , .
90 435.1 28 9.5 R3000 TN-#31 Brwn w/orng LB20 7.4 7.4 62.4
91 439.9 PLUG
92 444.6 29 9.5 R3000 TN-#31 Brwn w/orng LB20 7.5 -7.4 62.4
93 449.4 PLUG
94 454.1 30 9.5 R3000 TN-#32 Orange LB20 7.8 8.0 62.3
95 458.9 PLUG
96 463.6 31 9.5 R3000 TN-#31 Brwn w/orng LB20 7.7 7.4 62.3
97 468.4 PLUG
98 473.1 32 9.5 R3000 TN-#36 Purple LB20 10.0 9.9 62.2
99 477.9 PLUG
484.3 TOWER NO. 3
100 486.6 33 13.5 R3000 TN-#36 Purple LB20 10.0 9.9 62.2
101 491.4 PLUG
102 496.1 34 9.5 R3000 TN-#33 Ornge w/grn LB20 8.5 8.5 62.1
103 500.9 PLUG
104 505.6 35 9.5 R3000 TN-#33 Ornge w/grn LB20 8.6 8.5 62.1
105 '510.4 PLUG '
106 515.1 36 9.5 R3000 TN-#34 Drk Green LB20 6,9 9.0 62.1
107 519.9 PLUG
108 524.6 37 9.5 R3000 TN-#34 Drk Green LB20 8.8 9.0 62.0
109 529.4 PLUG
110 534.1 38 9.5 R3000 TN-#34 Drk Green LB20 8.9 9.0 62.0
111 538.9 PLUG
112 543.6 39 9.5 R3000 TN-#34 Drk Green LB20 9.1 9.0 62.0
113 548.4 PLUG
114 553.1 40 9.5 R3000 TN-#35 Green w/prp LB20 9.3 9.5 61.9
115 557.9 PLUG
116 562.3 41 9.1 R3000 TN-#34 Drk Green LB20 9.0 9.0 61.9
117 566.6 PLUG
118 571.4 42 9.1 R3000 TN-#35 Green w/prp LB20 9.6 9.5 61.9
119 576.1 PLUG
120 580.9 43 9.5 R3000 TN-#36 Purple LB20 9.9 9.9 61.8
121 585.6 PLUG
122 590.4 44 9.5 R3000 TN-#36 Purple LB20 10.0 9.9 61.8
123 595.1 PLUG
124 599.9 45 9.5 R3000 'TN-#36 Purple LB20 10.3 9.9 61.8
125 604.6 PLUG
126 609.4 46 9.5 R3000 TN-#37 Prpl w/blck HB20 10.7 10.6 61.8

RP043951 14 Oct 2004 ReinkeE2, 4 TOWER, 550 gpm, 69 psi PAGE 5
-OUTLET- -SPRINKLER- -REG- -GPM- PRESSURE
NO. LOC. NO. SEP. MODEL NOZZLE MODEL REQ. I?`_?L. INLINE
127 614.1 PLUG
128 618.9 47 9.5 R3000 TN-#37 Prpl w/blck HB20 10.6 10.6 61.8
129 623.6 PLUG
130 628.4 48 9.5 R3000 TN-#37 Prpl w/blck HB20 10.7 10.6 61.8
131 633.1 PLUG
132 637.9 49 9.5 R3000 TN-#36 Purple HB20 10.1 9.9 61.7
644.3 TOWER NO. 4
133 645.9 50 8.0 R3000 TN-#37 Prpl w/blck HB20 10.3 10.6 61.7
134 650.6 PLUG
135 655.4 51 9.5 R3000 TN-#37 Prpl w/blck HB20 10.8 10.6 61.7
136 660.1 PLUG
137 664.9 52 9.5 R3000 TN-#37 Prpl w/blck HB20 10.4 10.6 61.7
138 668.6 PLUG
139 672..4 53 7.5 R3000 TN-#38 Black HB20 10.9 11.2 61.7
END GUN: {NOZZLE SELECTED BASED ON RECOMMENDED 170 DEGREE ARC.)
675.0 SR100 .80" NOZZLE 138.6 138.9 61.7
2 INCH DIAPHRAM END GUN VALVE PRESSURE LOSS: 4.9 psi
RESULTING END GUN PRESSURE: 56.8 psi
SYSTEM INLINE END PRESSURE: 55.2 psi, INCLUDING PLUS 15 ft ELEVATION
TOTAL gpm DELIVERED: 550.3
SYSTEM gpm PER acre: 12.4
SPRINKLER SPACING LIMITS HAVE BEEN EXTENDED AT SOME OF THE TOWERS.
i

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

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

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

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

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

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

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

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ)
EMERGENCY MANAGEMENT SERVICES (EMS)
SOIL AND WATER CONSERVATION DISTRICT (SWCD)
NATURAL RESOURCES CONSERVATION SERVICE (NRCS)
COOPERATIVE EXTENSION SERVICE (CES)
te -gals
10 - 2c14-11��
qtb—A91Q^a1,0
Otto -a9to—ao_ta
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 run
e) Evaluate the application rates for the fields where runoff
off.
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)
b)
c)
d)
Stop recycle pump.
Stop irrigation pump.
Make sure siphon occurs.
Stop all flow in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks -
possible action:
a) Dig a small sump or ditch from the embankment to catch all seepage, put in a submersible
pump, and pump back to lagoon.
b) If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil.
c) Have a professional evaluate the condition of the side walls and the lagoon bottom as soon
as possible.
8

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone #, After hours,
emergency number: [phone]. Your phone call should include: your name, facility
number, telephone number, the details of the incident from item 2 above, the exact
location of the facility, the location or direction of the movement of the spill, weather and
wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice / technical assistance phone number.
4. If none of the above works call 911 or the Sheriffs Department and explain your problem to
them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize offsite damage.
a. Contractors Name: Murphy Brown, LLC
b. Contractors Address: P.O. Box 856, Warsaw, NC 28398
c . Contractors Phone: [phone]
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: Kraig Westerbeek
b. Phone: (910) 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.
9

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids
(✓) Flush system is designed and operated
sufficiently to remove accumulated
solids from gutters as designed.
( ) Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids
(✓) Maintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30% of surface.
Excessive Decaying vegetation (✓)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 O 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
( ) 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
brewers grain and similar high moisture grain
products).
() Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Accumulation of animal () Eliminate low area that trap moisture along fences
Areas wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal.
() Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e. inspect for and remove or break up accumulated
solids as needed).
MIC — November 11, 1996
10

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

Swine Farm Waste Management — Odor Control Checklist
INSTRUCTIONS FOR USE
♦ Odor Control Checklist is required by General Statute 143-215.10C(e)(1)
• Check any/all the BMPs you will implement on this facility. Items checked/selected become a requirement of the CAWMP.
• Items in bold or pre -selected are required.
• Add any site -specific details related to the selected BMPs
• Include any other odor control measures not listed
♦ NOTE: Not all BMPs may be cost-effective for every facility. Evaluate each BMP prior to selecting for your facility.
Permit No.:
Date., 1.0 1 - Zj
Owner Signature:
Cause/Source
BMP Option to Minimize odor Comments
Site Specific Practices
FARMSTEAD
• Swine Production
• Improper drainage
❑ Maintain vegetative or wooded buffers at or
near property boundary
❑ Grade and landscape so water drains away
from facilities and prevent ponding
❑ Maintain Farm access roads and prevent traffic
in waste application area
❑ Other BMPs — please describe
• Traps dust and gases, provides dilution
and visual screening
• May require third party input/approval
• Reduce odors and vectors that occur
with stagnant conditions
• Prevents spillage during transport and
tracking of waste onto public roads
MORTALITY MANAGEMENT
• Carcass ® Dispose of mortality using method approved • Required by statute and permit
Decomposition by NCDA&CS State Veterinarian. Manage • May require third party input/approval
According to CAWMP (Mortality Management
Checldist) and permit(s).
❑ Put carcasses in refrigerated (or freezer) dead
boxes within 24 hours for short-term mortality
storage.
• Incomplete Incineration 0 Use incinerators with secondary burners for
complete combustion.
D Other BMPs — please describe
• Reduce odors by complete incineration
Swine AMOC Page 1 of 6 APPROVED —7/25/2019

Swine Farm Waste Management — Odor Control Checklist
Permit No.:
Cause/Source
BMP Option to Minimize Odor
Comments
Site Specific Practices
HOUSE / BARN — WASTE HANDLING
• Flush tanks ❑ Install flush tank covers
• Odorous Gases ❑ Flush pits at least 4 times per day
• Partial microbial ❑ Empty pits at least once every 7 days
decomposition ❑ Underfloor flush with pit ventilation
• Agitation of wastes ❑ Install/extend fill lines to near bottom of
tanks with anti -siphon vents
❑ Install covers on outside waste collection or
junction box
❑ Install sump tank covers for lift stations
• Ammonia ❑ Flush/recharge with treated effluent
❑ Treat waste in pits with proven biological or
chemical additive
❑ Other BMPs —please describe
• Pit -flush systems
• Pit -flush systems
• Pit -recharge or "pull -plug" systems
• Monitor for any solids accumulation in pit
HOUSE / BARN -- FLOOR AND INDOOR SURFACES
• Manure covered floors
• Odorous Gases
❑ Scrape manure from alleys into pens daily
❑ Install fully slotted floor system
❑ Install waterers over slotted floor area
❑ Install feeders at high end of solid floors
0 Scrape manure buildup from floors and walls
❑ Keep floors dry
❑ Install underfloor ventilation for drying
❑ Replace bedding/scrape at frequency to
keep bedding dry
❑ Other BMPs — please describe
• Will move with other manure via pits
• Where applicable
• Aids in animal cleanliness
• Aids in animal cleanliness
• Solid floor/bedding systems
Swine AMOC Page 2 of 6 APPROVED — 7/25/2019

Swine Farm Waste Management — Odor Control Checklist Permit No.:.31. _-11 V
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
HOUSE / BARN — VENTILATION
• Dust
• Volatile/odorous gases
❑ Clean fans regularly— specify frequency
❑ Efficient air movement
❑ Install temperature and humidity sensors to
control ventilation
❑ Treat barn exhaust
❑ Other BMPs — please describe
• Examples: biofilters, wet scrubbing, windbreaks
• May reduce ventilation rate depending on method
HOUSE / BARN — FEED
• Dust
• Adsorbed Gases
• Ammonia
❑ install feed covers
® Keep outdoor feed storage covered except
When necessary to add/remove feed
❑ Minimize free -fall height of dry feed
❑ Install feed delivery downspout extenders
to the feed covers
0 Remove spoiled/unusable feed on regular basis
❑ Feed pellets instead of dry meal
❑ Use feed additives
❑ Use feed -reduced crude protein diet
❑ Other BMPs —please describe
• Required by rule 15A NCACO2D.1802
• May require third party input/approval
• May require third party input/approval
• May require third party input/approval
HOUSE / BARN —GENERAL
• Dust ❑ Install temperature and humidity sensors
• Odorous Gases to control ventilation
❑ Use ultraviolet light to treat indoor air
0 Use indoor or outdoor electrostatic space
charge system
❑ Other BMPs — please describe
• Maintain relative humidity at 40 to 65%
• Can be used to treat exhaust air
Swine AMOC Page 3 of 6 APPROVED — 7/25/2019

Swine Farm Waste Management — Odor Control Checklist
Permit No.: ,SX
Cause/Source
BMP Option to Minimize Odor
Comments
Site Specific Practices
LAGOON / WASTE STORAGE STRUCTURE
• Volatile Gases ® Maintain proper lagoon volume
• Sufficient liquid volume/depth is required
for proper anaerobic treatment
❑ Minimize free -fall height of waste from
discharge pipe to lagoon surface
❑ Extend discharge point of pipe to below lagoon • Use caution not to scour or damage lagoon liner
liquid level
❑ Maintain proper surface area -to -volume ratio
❑ Use correct lagoon start-up procedures
D Aerate for odor control
® Manage sludge levels based on annual sludge
survey as required by permit
❑ Keep spilled feed or foreign debris out of lagoon
to prevent excess sludge accumulation
❑ Install/use solids separation system
❑ Use proven biological or chemical additives
❑ Use permeable lagoon covers (not a digester)
❑ Use Impermeable lagoon cover or . Methane can be flared if not utilized
anaerobic digester
❑ Other BMPs — please describe
• Monitor for any increase in rate of solids accumulation
LAND APPLICATION
• Odorous gases
♦ Wind drift
n Perform land application In accordance with
CAWMP
Pump intake near lagoon surface
❑ Pump from second stage lagoon
❑ Follow good neighbor policy
❑ Operate at minimum recommended pressure
❑ Increase setbacks beyond those required by
statute, rule, or permit
• Required by rule 15A NCAC 02D .1802
• Avoid application on known weekends,
special days, or holidays/eves if possible
Swine AMOC Page 4 of 6 APPROVED — 7/25/2019

Swine Farm Waste Management — Odor Control Checklist
Permit No.: 3 \ -11C)
Cause/Source
BMP Option to Minimize Odor
Comments
Site Specific Practices
LAND APPLICATION (CONTINUED)
❑ Apply during favorable wind conditions,
(especially for traveling guns or impact
sprinklers)
❑ When practical, apply waste on sunny days
rather than cool, overcast days
❑ When possible, apply waste mid -morning to
late -afternoon
❑ For traveling guns, use taper -ring or taper -bore
nozzles
❑ For traveling guns, use largest -available nozzle
that provides acceptable application uniformity
❑ Replace impact sprinklers with low -drift nozzles
on center pivots and Linear move systems.
❑ Use hose -drag system
❑ Use injection method for waste application
❑ Other BMPs — please describe
• Recommend checking predicted average hourly
wind speed within 24 hours prior to
anticipated start
• Allows for vertical dissipation of odor
• Allows for better vertical dissipation of odor
• Less odor and drift than ring nozzles
SLUDGE DISPOSAL
• Odorous gases
❑ Transport sludge in covered vehicles or tankers
❑ Apply in thin, uniform layers
❑ Incorporate land -applied sludge as soon as
practical after application, and in accordance
with permit.
❑ Use injection method for sludge application
❑ Dewater sludge prior to application
❑ Use alternatives to land application, such as
compost, gasification, energy generation, etc-
0 Other BMPs — please describe
• Speeds drying and prevents ponding
• Required within 48 hours or prior to next rain event,
whichever is first, for conventionally tilled
bare soils
Swine AMOC Page 5 of 6 APPROVED — 7/25/2019

ADEUTIONAL INFORMATION
AVAILABLE FROM:
Air Management Practices Assessment Tool (AMPAT)
AHG-538-A Certification Training for Animal Waste Management Systems: Type A
EBAE 103-83 — Lagoon Design and Management for Livestock Manure Treatment and Storage
EBAE 128.88 —Swine Production Facility Manure Management: Pit Recharge -Lagoon Treatment
EBAE 129-88 — Swine Production Facility Manure Management: Underfloor Flush -Lagoon Treatment
EBAE Fact Sheet — Calibration of Manure and Wastewater Application Equipment
EBAE Fact Sheet — Swine Production Farm Potential Odor Sources and Remedies
NC N RCS Standard 359 — Waste Treatment Lagoon
NC NRCS Standard 380— Windbreak/Shelterbelt Establishment
NC NRCS Standard 422 — Hedgerow Planting
NC NRCS Standard 442 — Sprinkler System
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107 1995 Conference Proceedings
Options for Managing Odor: A Report from the Swine Odor Task Force
www.extension.iastate.edu/ampat/
NC Division of Water Resources
www.bae.ncsu.edu
www.bae.ncsu.edu
www.bae.ncsu.edu
www.bae.ncsu.edu
www.bae.ncsu.edu
www.nrcs.udsa.gov
www.nrcs.udsa.gov
www.nrcs.udsa.gov
www.nrcs.udsa.gov
Florida Cooperative Extension Service
NC State University
Swine AMOC Page 6 of 6 APPROVED — 7/25/2019

Version —November 26, 201B
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
Er El
El El
0❑
El El
El El
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
IYIAA)0,(
Signature of Farm Owner/Manager Date
Signature of Technical SpecialistDate

Grower:
Address:
County:
Britt Farming Co, LLC
442 Coy Smith Rd
Albertson, NC 28508
Duplin
Designed By: KBW
Checked By: DSE
Date:
Sheet 1 of 7
05/28/21
ANAER
OBIC WASTE LAGOON DESIGN
FARM INFORMATION
Nursery:
Wean to Finish:
Finishing:
Farrow to weanling:
Farrow to feeder:
Farrow to finish:
Boars:
Storage Period:
25 Yr. / 24 Hr Storm Event
"Heavy Rain" Factor
Rainfall in Excess of Evaporation
Additional Water Usage:
Additional Drainage Area:
Farm Population:
Not Appiicabie
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape?
Does Operator Want Emergency Spillway?
Was This Design Built Prior to Sept. 1996?
Is Drain Tile Req'd to Lower SHWT?
Seasonal High Water Table Elev:
Freeboard:
Emergency Spillway Flow Depth: Not Applicable
Side Slopes:
Inside Top Length:
Inside Top Width:
Top of Dike Elevation:
Finished Bottom Elevation:
Start Pump Elevation:
Stop Pump Elevation:
(YIN)
(Y/N)
(Y/N)
(Y/N) ----------
LAGOON VOLUME
Storm Stor =
Temporary =
Permanent
Total Volume =
Depth
11.50 Ft.
19.92 In.
49.2 In.
REQUIRED VOL. DESIGN VOLUMES
90000 (Cu.Ft.)
273874 (Cu.Ft.)
777515 (Cu.Ft.)
1,141,389 (Cu.Ft.)
90,954 (Cu.Ft.)
316,489 (Cu.Ft.)
792,729 (Cu.Ft.)
1,200,173 (Cu.Ft.)
1/2 Treatment Volume =
1/2 Treatment Volume Elevation =
90 Temporary Storage Volume Elevation =
388,758 (Cu.Ft.)
46.06 Ft.
50.49 Ft.
Min. Required Liner Thickness
Lagoon Surface Area: (Inside TOD)
N
N
Y
N
0
6761 Hd.
0
0
0
0
0
180 Days
7.5 In.
7.0 In.
0
0
46.20 Ft.
1.0 Ft.
3 :1 (H:V)
600.0 Ft.
240.0 Ft.
53.50 Ft.
42.00 Ft.
51.84 Ft.
49.40 Ft.
% REQ'D.
101.06%
115.56%
101.96%
105.15%
89.32 In.
36.07 In.
1.7 Ft.
144,000 S.F.
Murphy -Brown, LLC Engineering
P. 0. Box 856 , Warsaw, NC 28398
[phone]

Elevation (FT.)
42.00
43.00
44.00
45.00
46.00
47.00
48.00
49.00
50.00
51.00
52.00
53.00
53.50
Grower:
Address:
County:
BASE VOLUME: 1 'Cu.
LAGOON STAGE -AREA VOLUMES
Contour
Area (SF)
90,801
95,049
99,369
103,761
108,225
112,761
117,369
122,049
126,801
131,625
136,521
141,489
144,000
Britt Farming Co, LLC
442 Coy Smith Rd
Albertson, NC 28508
Duplin
Designed By: KBW
Checked By: DSE
Date: 05/28/21
Sheet 2of7
ACTUAL DESIGN VOLUME CALCULATIONS
Ft.
Incr. Vol. (Cu. FTC
92,925
97,209
101,565
105,993
110,493
115,065
119,709
124,425
129,213
134,073
139,005
71,372
Cumul. Vol. (Cu. FT)
0
92,925
190,134
291,699
397,692
508,185
623,250
742,959
867,384
996,597
1,130,670
1,269,675
1,341,047
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL 1,141,389 CF
CUMULATIVE VOL.
ZONE VOL. 105.15%
END PUMP = = = =
START PUMP = _
MAX STORAGE =
49.40 FT
51.84 FT
52.50 FT
792,729 CF TR'MT
1,109,218 CF TEMP
1,200,173 CF STORM
792,729 101.96%
316,489 115.56%
90,954 101.06%
Murphy -Brown, LLC Engineering
P.O. Box 856 ,Warsaw, NC 28398
[phone]

Grower: Britt Farming Co, LLC
Address: 442 Coy Smith Rd
Albertson, NC 28508
County: Duplin
Designed By: KBW
Checked By: DSE
Date: 05/28/21
Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
Animal Type Capacity * ALW * cu.ft./lb = Total
Nursery
0
30
1.00
0
Wean to Finish
6,761
115
1.00
777,515
Finishing
0
135
1.00
0
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:
777,615
Animal Type Capacity * ALW * (cu.ft./lb) = Total
Nursery
0
30
0.00
0
Wean to Finish
6,761
115
0.00
0
Finishing
0
135
0.00
0
Farrow to weanling
0
433
0.00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
0
1,417
0.00
0
Boars
0
400
0.000
0
Total Required Sludge Storage Volume (cu. ft.)=
Temporary Storage Volume:
Manure Production:
0
Animal Type Capacity * Sto. Period d./day) = Total
Nursery
0
180
0.30
0
Wean to Finish
6,761
180
1.17
1,420,261
Finishing
0
180
1.37
0
Farrow to weanling
0
180
4.39
0
Farrow to feeder
0
180
5.30
0
Farrow to finish
0
180
14.38
0
Boars
0 ,
180
4.06
0
Total Manure Production (gals.)=
Total Manure Production (cu.ft.)=
Excess Fresh Water:
1,420,261
189,874
!Animal Type Capacity * Sto. Period d./day) = Total
Nursery
0
180
0.00
0
Wean to Finish
6,761
180
0.00
0
Finishing
0
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.)=
0
0
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398
[phone]

Grower: Britt Farming Co, LLC Designed By: KBW
Address: 442 Coy Smith Rd Checked By: DSE
Albertson, NC 28508 Date: 05/28/21
County: Duplin Sheet 4 of 7
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft
VoI.= (144000 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)=
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (144000 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 25Yr./24Hr. Storm Event (cu.ft)=
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) *''Heavy Rain" Factor (in) / 12in./ft.
Vol.= (144000 sq.ft + 0 sq.ft.) * 0.0 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) =
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
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 = 1141389 (CU.FT.)
84,000
90,000
90,000 (CU.FT)
273,874 (CU.FT)
777,515 (CU.FT)
0
0
Murphy -Brown, LLC Engineering
P.O. Box 856, Warsaw NC 28398
[phone]

Grower: Britt Farming Co, LLC Designed By: KBW
Address: 442 Coy Smith Rd Checked By: DSE
Albertson, NC 28508 Date: 05/28/21
County: Duplin Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation
Emergency Spillway Crest Elevation
Top of 25Yr. / 24Hr. 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 = 1200173 (CU.FT.)
Treatment / Sludge Storage Zone Depth
Temporary Storage Zone Depth
Freeboard / Storm Storage Zone Depth
Total Lagoon Depth
53.50 FT.
Not P4Applicable
52.50 FT.
Not Applicable
51.84 FT.
49.40 FT.
Not Applicable
46.20 FT,
42.00 FT.
600.00 FT.
240.00 FT.
3:1 H:V
144,000 SF
1.7 FT.
1.00 FT.
180 Days
7.4 FT.
2.4 FT.
1.7 FT.
11.5 FT.
Murphy -Brown, LLC Engineering P. O. Box 856, Warsaw NC 28398 [phone]

co
N
LLI LC)
m U) O ti
• ❑ p
a3 N co
C N
d) C
❑ U❑U)
ZONE ELEVATIONS
0 co
J
a
O 04
O w U
• E Z
E U)
c
(0 O N
u- o -
O-
ca 2
o 0
0 < U
TOP OF DIKE ELEV = 53.50
TOP OF STORM ELEV = 52.50
TOP OF TEMP STORAGE ELEV = 51.84
STRT PMP EL.= 51.84
TOP OF TREAT ELEV = 49.40
END PMP EL. = 49.40
FINISHED BOTTOM ELEV = 42.00
[phone]
Murphy -Brown, LLC Engineering

Grower: Britt Farming Co, LLC Designed By: KBW
Address: 442 Coy Smith Rd Checked By: DSE
Albertson, NC 28508 Date: 05/28/21
County: Duplin Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
DESIGNED:
DATE:
NOTE: See attached Waste Utilization Plan
COMMENTS: Based on original design by George Pettus and Dean Bingham 5-22-95
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.
Elevations are based on an assumed benchmark and do not represent mean sea level datum.
I certify, to the best of my professional knowledge, judgement, and belief, this design calculation
is in accordance with the applicable NRCS standards.
Murphy -Brown, LLC Engineering
P.O. Box 856, Warsaw NC 28398
[phone]