540004_Application_20220301

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Feeding Operations Permit Application Form
(THIS FORM MA Y BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
State General Permit - Existing Animal Waste Operations
1. GENERAL INFORMATION:
1.1 Facility name: The Pig Ranch
1.2 Print Land Owner's name: Collier Holdings, LLC
1.3 Mailing address: P.O. BOX 265
City, State: Pink Hill, NC Zip: 28572
Telephone number (include area code): ( 252 ) 568 - 4204
1.4 Physical address: 5604 - 5712 Watering Pond Road
City, State: Pink Hill, NC Zip: 28572
Telephone number (include area code): ( 252 ) 568 _ 4204
1.5 County where facility is located: Lenoir County
1.6 Facility location (directions from nearest major highway, using SR numbers for state roads): Pack Power Road Entrance
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: Date(s) of facility expansion(s) (if applicable):
2. OPERATION INFORMATION:
2.1 Facility number: 54 - 4
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 ❑ Beef Feeder
❑ Farrow to Wean (# sow) ❑ Turkey ❑ Beef Stocker Calf
❑ Farrow to Feeder (# sow) ❑ Turkey Poults ❑ Dairy Calf
❑ Farrow to Finish (# sow) ❑ Dairy Heifer
9 Wean to Finish (# sow) 23,488 ❑ Dry Cow
❑ Gilts ❑ Milk Cow
❑ Boar/Stud
❑ Other Type of Livestock on the farm: No. of Animals:
FORM: AWO-STATE-G-E 10/31/18 Page 1 of 5

3.
2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): 183.80 Required Acreage (as listed in the CAWMP): 218.90
2.4 Number of lagoons: 6 Total Capacity (cubic feet): 4,275,730 Required Capacity (cubic feet): 3,847,042
Number of Storage Ponds: Total Capacity (cubic feet): Required Capacity (cubic feet):
2.5 Are subsurface drains present within 100' of any of the application fields? YES or (�4 (circle one)
2.6 Are subsurface drains present in the vicinity or under the waste management system? YES or ID (circle one)
2.7 Does this facility meet all applicable siting requirements? or NO (circle one)
REQUIRED ITEMS CHECKLIST:
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item.
Applicants Initials
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; III l�
3.3 Three copies of the entire Certified Animal Waste Management Plan (CAWMP). If the facility
does not have a CAWMP, it must be completed prior to submittal of a permit application for
animal waste operations.
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.)
FORM: AWO-STATE-GE 10/31/18 Page 2 of 5

4. APPLICANT'S CERTIFICATION:
1, Collier Hollings, LLC
(Land Owner's name listed in question 1.2), attest that
this application for The Pig Ranch (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 returnednc le e.
Signature e2n 2 Gr 2 gn � Date � O
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, MATERIALS, AND ANY
DESCRIPTION OF THE FACILITY OR MODIFICATIONS SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER RESOURCES
ANIMAL FEEDING OPERATIONS & GROUNDWATER PROTECTION SECTION
ANIMAL FEEDING OPERATIONS PROGRAM
1636 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1636
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: AWO-STATE-G-E 10/31/18 Page 3 of 5

6. SURFACE WATER CLASSIFICATION:
This form must be completed by the appropriate DWR 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 DWR 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 Resources Water Quality Regional Operations 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 WQROS SUPERVISOR
Please provide me with the classification of the watershed where this animal waste management facility will be or has been
constructed or field located, as identified on the attached map segment(s):
Name of surface waters:
Classification (as established by the Environmental Management Commission):
Proposed classification, if applicable:
Signature of regional office personnel:
(All attachments must be signed)
Date:
FORM: AWO-STATE-GE 10/31/18 Page 4 of 5

DIVISION OF WATER RESOURCES REGIONAL OFFICES (10/2018)
Asheville Regional WQROS Supervisor
2090 U.S. Highway 70
Swannanoa, NC 28778
(828) 2964500
Fax [phone]
Avery
Macon
Buncombe
Madison
Burke
McDowell
Caldwell
Mitchell
Cherokee
Polk
Clay
Rutherford
Graham
Swain
Haywood
Transylvania
Henderson
Yancey
Jackson
Washington Regional WQROS 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
Fayetteville Regional WQROS Supervisor Mooresville Regional WQROS Supervisor
225 Green Street, Suite 714 610 East Center Avenue, Suite 100
Fayetteville, NC 28301-5094 Mooresville, NC 28115
[phone] [phone]
Fax [phone] Fax [phone]
Raleigh Regional WQROS Supervisor
1628 Mail Service Center
Raleigh, NC 27699-1628
(919) 7914200
Fax [phone]
Chatham
Nash
Durham
Northampton
Edgecombe
Orange
Franklin
Person
Granville
Vance
Halifax
Wake
Johnston
Warren
Lee
Wilson
Wilmington Region WQROS Supervisor
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
[phone]
Fax [phone]
Anson
Moore
Alexander
Lincoln
Brunswick New Hanover
Bladen
Richmond
Cabarrus
Mecklenburg
Carteret Onslow
Cumberland
Robeson
Catawba
Rowan
Columbus Pender
Harnett
Sampson
Cleveland
Stanly
Duplin
Hoke
Scotland
Gaston
Union
Montgomery
Iredell
Winston-Salem Regional WQROS Supervisor
450 Hanes Mill Road, Suite 300
Winston-Salem, NC 27105
Phone [phone]
Fax [phone]
Alamance
Rockingham
Alleghany
Randolph
Ashe
Stokes
Caswell
Surry
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadkin
Guilford
FORM: AWO-STATE-G-E 10/31/18 Page 5 of 5

Animal Waste Management Plan Certification
(Please type or print all information that does not require a signature)
'IExisting ) or New or Expanded (please circle one) I
General Information:
Name of Farm: The Pig Ranch Facility No: 54 - 4
Owner(s) Name: Collier Hollings, LLC Phone No: [phone]
Mailing Address: PO Box 265 Pink Hill, NC 28572
Farm Location: County Farm is located in: Lenoir
Latitude and Longitude: 35' 02' 34" / 77' 48' 02" Integrator: Smithfield Hog Production
Please attach a copy of a county road map with location identified and describe below (Be specific: road
names, directions, milepost, etc.): Take NC 241 out of Pink Hill turn left onto W. Pleasant Hill Rd. to
Watering Pond Rd. then turn right to Pack Power Rd. which is the entrance to the farm.
Operation Description:
Type of Swine No. of Animals
o Wean to Feeder
o Feeder to Finish
o Farrow to Wean
o Farrow to Feeder
o Farrow to Finish
arWean to Finish 23,488
o Boars
Type of Poultry No. of Animal s
o Layer
o Non -Layer
Type of Beef No. of Animals
o Brood
o Feeders
o Stockers
Other Type of Livestock:
Type of Dairy
o Milking
o Dry
o Heifers
o Calves
No. of Animals
Number of Animals:
Expanding Operation Only
Previous Design Capacity: Additional Design Capacity: Total Design Capacity:
Acreage Available for Application: 218.90 Required Acreage: 200
Number of waste structures: 6 Total Capacity: 4,275,730 Cubic Feet (ft3)
Are subsurface drains present on the farm: YES or NO (please circle one)
If YES: are subsurface drains present in the area of the waste structures (please circle one or both as applicable)
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 permit application and a new certification to be submitted to the Division
of Water Resources (DWR) and permit approval received before the new animals are stocked. I (we) understand that there
must be no discharge of animal waste from the storage system to surface waters of the state unless specifically allowed under a
permit from DWR and there must not be run-off from the application of animal waste. I (we) understand that run-off of
pollutants from lounging and heavy use areas must be minimized using technical standards developed by the USDA -Natural
Resources Conservation Service (MRCS). The approved plan will be filed at the farm and at the DWR Regional Office and the
office of the local Soil and Water Conservation District (SWCD). I (we) know that any modification must be approved by a
technical specialist and submitted to the DWR Regional Office and local SWCD and required approvals received from DWR
prior to implementation. A change in farm ownership requires a permit application to be sent to DWR along with a new
certification (if the approved plan is changed).
Name of Land Owne • Collier Hollings Utc
Signature: Date:
Name of Man"ajer (if different from owner):
Signature:
Date:
AWC - September 18, 2006

Technical Specialist Certification
L As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant to 15A
NCAC 6H .01041) I certify that the animal waste management system for the farm named above has an animal waste
management plan that meets or exceeds standards and specifications of the Division of Water Resources as specified in 15A
NCAC 2T .1300 (formerly 2H .0217) and the USDA -Natural Resources Conservation Service and/or the North Carolina Soil
and Water Conservation Commission pursuant to 15A NCAC 2T .1300 (formerly 2H .0217) and 15A NCAC 6F .0101-.0105.
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.
IL Certification of Design
A) Collection, Storage, Treatment System
Check the appropriate box
c� Existing facility without retrofit (SD or WUP)
Storage volume is adequate for operation capacity; storage capability consistent with waste utilization requirements.
o 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): Ronnie G. Kennedy, Jr.
Affiliation Awiment Services, Inc. Date Work Completed:
Address (Agency):
Signature
aville. NC 28518
Phone No.: [phone]
Date: 2/28/2022
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; and the hydraulic and nutrient loading rates are appropriate for the site and receiving crop.
Name of Technical Specialist (Please Print): Ronnie G. Kennedy, Jr.
Affiliation Agdment Services, Inc. Date Work Completed:
Address (Agency): PO Box 1096. Beulaville, NC 28518 Phone No.: [phone]
Signature: Date: 2/28/2022
C) Runoff Controls from Exterior Lots
Check the appropriate box
c� Facility without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
o Facility with exterior lots (RC)
Methods to minimize the run off of pollutants from lounging and heavy use areas have been designed in
accordance with technical standards developed by NRCS.
Name of Technical Specialist (Please Print): Ronnie G. Kennedy, Jr.
Affiliation Agriment Services, Inc.
Address (Agency): P 6
Signature:
Work Completed:
one No.: [phone]
te: 2/28/2022
AWC - September 18, 2006 2

D). Application and Handling Equipment
Check the appropriate box
c"" Existing or expanding facility with existing waste application equipment (WUP or 1)
Animal waste application equipment specified in the plan has been either field calibrated or evaluated in
accordance with existing design charts and tables and is able to apply waste as necessary to accommodate the waste
management plan: (existing application equipment can cover the area required by the plan at rates not to exceed
either the specified hydraulic or nutrient loading rates, a schedule for timing of applications has been established;
required buffers can be maintained and calibration and adjustment guidance are contained as part of the plan).
New, expanded, or existing facility without existing waste 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 part
of the plan).
Name of Technical Specialist (Please Print): Ronnie G. Kennedy, Jr.
Affiliation Agriment Services, Inc. Date Work Completed:
Address (Agency): PCB 1096, Beulaville, NC 28518 Phone No.: [phone]
Signature:
E)
Date: 2/28/2022
Control. Mortalitv Management and Emergencv A
SI, WUP, RC or I1
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): Ronnie G. Kennedy, Jr.
Affiliation Agriment Services, Inc. Date Work Completed:
Address (Agency):
Signature:
No.: [phone]
Date: 2/28/2022
F) Written Notice of New or Expanding Swine Farm
The following signature block is only to be used for new or expanding swine farms that begin construction after June
21, 1996. If the facility was built before June 21, 1996, when was it constructed or last expanded
I (we) certify that 1(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 the property owners notified are
attached.
Name of Land Owner:
Signature:
Name of Manager (if different from owner):
Date:
Signature: Date:
AWC - September 18, 2006 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)
The cropping system is in place on all land as specified in the animal waste management plan.
Name of Technical Specialist (Please Print): Ronnie G. Kennedy, Jr.
Affiliation Agriment Services, Inc. Date Work Completed:
Address (Agency):
Signature:
ille, NC 28518 Phone No.: [phone]
Date: 2/28/2022
C) Runoff Controls from Exterior Lots (RC)
Facility with exterior lots
Methods to minimize the run off of pollutants from lounging and heavy use areas 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 1)
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
proposed 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 contained as part of the plan.
Name of Technical Specialist (Please Print): Ronnie G. Kennedy, Jr.
Affiliation Agriment Services, Inc. Date Work Completed:
Address (Agency): PO 96 Beulgy1k, NC 2851
Signature:
Phone No.: [phone]
Date: 2/28/2022
AWC - September 18, 2006 4

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 as specified in the Plan has also been installed and is operational.
Name of Technical Specialist (Please Print): Ronnie G. Kennedy, Jr.
Affiliation Agriment Services, Inc. Date Work Completed:
Address (,
Signature:
Phone No.: [phone]
Date: 2/28/2022
Please return the completed form to the Division of Water Resources at the following address:
Department of Environment and Natural Resources
Division of Water Resources
Animal Feeding Operations Unit
1636 Mail Service Center
Raleigh, NC 27699-1636
Please also remember to submit a copy of this form along with the complete Animal Waste
Management Plan to the DWR Regional Office and the local Soil and Water Conservation
District Office and to keep a copy in your files with your Animal Waste Management Plan.
AWC - September 18, 2006 5

Nutrient Management Plan For Animal Waste Utilization
This plan has been prepared for:
The Pig Ranch (54-4)
Collier Hollings LLC
P.O. Box 265
Pink Hill, NC 28572
[phone]
02-28-2022
This plan has been developed by:
Ronnie G. Kennedy Jr.
Agriment Services, Inc.
PO Box 1096
Beulaville, NC 28518
252-568-26
/evelo'oper 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.
Signature (owner)
Signature (manager or producer)
Date
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:
echnical�pecialist Signature Date
---------------------------------------------------------------------------------
310206 Database Version 4.1 Date Printed: 02-28-2022 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.
FS
SwineWean-Finish Lagoon Liquid waste generated 18,226,690 gals/year by a 23,488
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
ast
32854
Incorporated
39425
Injected
39425
Irrigated
32854
Max. Avai 1.
PAN (lbs)*
Actual PAN
Applied 0bs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
32,854
40439
-71585
22,434,981
-4,208,291
Year 2
32,854
42713
-91859
23,696,088
-5,469,398
--------------------------------------------------------------------------------
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.
310206 Database Version 4.1 Date Printed: 02-28-2022 Source Page 1 of 1

Narrative
2/28/2022
---------------------------------------------------------------------------
This plan is to covert farm from (20,009 Feeder to Finish) to (23,488 Wean to Finish). No crop or
wettable acres changed.
8/24/2015
---------------------------------------------------------------------------
Made field and crop updates and corrections to plan dated 4-8-2013.
4/8/2013
---------------------------------------------------------------------------
REVISED ADDENDUM TO WASTE UTILIZATION PLAN:
FACILITY NUMBER 54-4
FARM NAME: The Pig Ranch
OWNER NAME: Collier Holdings LLC
DESIGN CAPACITY: 20009 Feeder to Finish
FOR SIMPLICITY TIl1S WASTE PLAN IS A REPLICA REVISION OF THE PERMANENT PLAN
CREATED FOR TIl1S FARM ON 9/24/97 BY TECHNICAL SPECIALIST Gerald Simmons then OF
THE NRCS Kinston Field OFFICE the only thing that has changed is some field types to correspond
with the new soil survey and some tract and field numbers due to FSA farm map changes Tract 1749
Field 1, and Tract 1753 field 30 represents 55 acres of land available for application at the owners
discretion to be in Bermuda Pasture and Small Grain Overseed.
THIS OPERATION WAS ORIGINALLY CERTIFIED AS A COMBINATION SWINE FARM TO BE
A 9000 FEEDER TO FINISH OPERATION AND A 2900 FARROW TO FEEDER SOW FARM WITH
A TOTAL STEADY STATE LIVE WEIGHT OF 25728,800 LBS.
BY WAY OF TI11S NARRATIVE Collier Holdings LLC WOULD LIKE TO CONVERT 9000 FEEDER
TO FINISH /2900 FARROW TO FEEDER COMBINATION SWINE FARM OPERATION TO A 20009
FEEDER TO FINISH OPERATION WInCH COMPRISES THE NEW FOLLOWING BREAKDOWN:
9000 FEEDER TO FINISH * 135 LBS PERIHEAD = 1215000 LBS SSLW
2900 FARROW TO FEEDER * 522LBS PERIHEAD = 1513800 LBS SSLW
TOTAL SSL W = 2,728,800 LBS.
THERE IS ADEQUATE STORAGE IN LAGOONS TO ACCOMMODATE THIS CONVERSION.
NO WASTE SHOULD BE APPLIED TO A CROP THAT DOES NOT HAVE A REALISTIC YIELE
FOR THE USAGE OF IRRIGATED SWINE WASTE, EXCEPT FOR PREPLANT. ALL FIELDS
MUST MEET MONITORING AND REPORTING REQUIREMENTS WHEN USED. Collier Holdings
LLC PLANS TO APPLY SWINE WASTE IN ACCORDANCE WITH HIS SPECIFIC WASTE
ANALYSIS NOT TO EXCEED THE AGRONOMIC OR HYDRAULIC LOADING OF THE SOILS
AND CROPS.
----------------------------------------------------------- ---------------------
310206 Database Version 4.1 Date Printed: 02-28-2022 Narrative Page I of I

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
1749
1-32HW
123.71
31.00
N/A
Pocalla
Small Grain Overseed
dYE
Hybrid Bermudagrass Pasture
1749
Pull 1
10.79
6.71
N/A
Pocalla
Small Grain Overseed
Hybrid Bermudagrass Pasture
5.0 Tons
1749
Pull 10
31.50
3.81
N/A
Blanton
Corn, Grain
60 bu.
Wheat, Grain
35 bu.
Soybeans, Manured, Double Crop
21 bu.
1749
Pull 11
31.50
3.08
N/A
Blanton
Corn, Grain
60 bu.
Wheat, Grain
35 bu.
Soybeans, Manured, Double Crop
21 bu.
1749
Pull 12
31.50
2.26
N/A
Blanton
Corn, Grain
60 bu.
Wheat, Grain
35 bu.
Soybeans, Manured, Double Crop
21 bu.
1749
Pull 13
31.50
4.47
N/A
Blanton
Corn, Grain
60 bu.
Wheat, Grain
35 bu.
Soybeans, Manured, Double Crop
21 bu.
1749
Pull 14
31.50
4.44
N/A
Blanton
Corn, Grain
60 bu.
Wheat, Grain
35 bu.
Soybeans, Manured, Double Crop
21 bu.
1749
Pull 15
9.62
4.24
N/A
Pocalla
Corn, Grain
75 bu.
Wheat, Grain
35 bu.
Soybeans, Manured, Double Crop
25 bu.
1749
Pull 16
9.62
2.61
N/A
Pocalla
Com, Grain
75 bu.
Wheat, Grain
35 bu.
Soybeans, Manured, Double Crop
25 bu.
1749
Pull 17
9.67
5.38
N/A
Pocalla
Corn, Grain
75 bu.
Wheat, Grain
35 bu.
Soybeans, Manured, Double Crop
25 bu.
1749
Pull 18
9.67
5.40
N/A
Pocalla
Com, Grain
75 bu.
Wheat, Grain
35 bu.
Soybeans, Manured, Double Crop
25 bu.
310206 Database Version 4.1 Date Printed 2/28/2022
PCS Page 1 of 4
NOTE: Symbol * means user entered data.

Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
1749
Pull 2
10.79
3.74
N/A
Pocalla
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.0 Tons
1749
Pull 28
20.38
1.62
N/A
Pocalla
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.0 Tons
1749
Pull 29
20.38
4.98
N/A
Pocalla
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.6 Tons
1749
Pull 3
14.53
4.24
N/A
Pocalla
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.0 Tons
1749
Pull 30
20.38
4.93
N/A
Pocalla
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.0 Tons
1749
Pull 31
20.38
5.66
N/A
Pocalla
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.0 Tons
1749
Pull 32
20.38
5.58
N/A
Pocalla
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.0 Tons
1749
Pull 4
6.23
1.69
N/A
Blanton
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
4.5 Tons
1749
Pull 5
6.23
1.52
N/A
Blanton
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
4.5 Tons
1749
Pull 6
3.99
1.26
N/A
Blanton
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
4.5 Tons
1749
Pull 7
31.50
2.15
N/A
Blanton
Corn, Grain
60 bu.
Wheat, Grain
35 bu.
Soybeans, Manured, Double Crop
21 bu.
1749
Pull 8
31.50
3.36
N/A
Blanton
Corn, Grain
60 bu.
Wheat, Grain
35 bu.
Soybeans, Manured, Double Crop
21 bu.
1749
Pull 9
31.50
1.77
N/A
Blanton
Corn, Grain
60 bu.
Wheat, Grain
35 bu.
Soybeans, Manured, Double Crop
21 bu.
1753
CPI
28.08
19.51
N/A
Pocalla
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.0 Tons
1753
F12HW
16.29
8.08
N/A
Lakeland
Corn, Grain
55 bu.
Wheat, Grain
35 bu.
Soybeans, Manured, Double Crop
18 bu.
1753
F13HW
15.31
2.45
N/A
Stallings
Small Grain Overseed
1.0 Tons
310206 Database Version 4.1 Date Printed 2/28/2022
PCs Page 2 of 4
NOTE: Symbol * means user entered data.

Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
Hybrid Bermudagrass Pasture
5.5 Tons
1753
F15-16HW
22.27
2.30
N/A
Pocalla
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.0 Tons
1753
F17HW
16.52
12.39
N/A
Blanton
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
4.5 Tons
1753
F 18-19HW
1.86
1.16
N/A
Pocalla
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.0 Tons
1753
F1HW
6.54
3.27
N/A
Pocalla
Corn, Grain
75 bu.
Wheat, Grain
35 bu.
Soybeans, Manured, Double Crop
25 bu.
1753
F2HW
16.24
12.18
N/A
Pocalla
Com, Grain
75 bu.
Wheat, Grain
35 bu.
Soybeans, Manured, Double Crop
25 bu.
1753
Pull 19
15.31
5.15
N/A
Stallings
Corn, Grain
110 bu.
Wheat, Grain
50 bu.
Soybeans, Manured, Double Crop
32 bu.
1753
Pull 20
15.31
3.78
N/A
Stallings
Corn, Grain
110 bu.
Wheat, Grain
50 bu.
Soybeans, Manured, Double Crop
32 bu.
1753
Pull 21
25.08
4.08
N/A
Pocalla
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.0 Tons
1753
Pull 22
25.08
4.31
N/A
Pocalla
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.0 Tons
1753
Pull 23
25.08
3.94
N/A
Pocalla
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.0 Tons
1753
Pull 24
25.08
5.71
N/A
Pocalla
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.0 Tons
1753
Pull 25
25.08
4.78
N/A
Pocalla
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.0 Tons
1753
Pull 26
25.08
4.39
N/A
Pocalla
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.0 Tons
1753
Pull 27
16.29
5.52
N/A
Lakeland
Corn, Grain
55 bu.
Wheat, Grain
35 bu.
Soybeans, Manured, Double Crop
18 bu.
PLAN TOTALS: 889.25 218.90
310206 Database Version 4.1 Date Printed 2/28/2022
PCs Page 3 of 4
NOTE: Symbol * means user entered data.

LI
Potential Leaching
Technical Guidance
Low potential to contribute to soluble
None
< 2
nutrient leaching below the root zone.
>_ 2 &
Moderate potential to contribute to
Nutrient Management (590) should be planned.
<= 10
soluble nutrient leaching below the root
zone.
High potential to contribute to soluble
Nutrient Management (590) should be planned. Other conservation practices that improve
nutrient leaching below the root zone.
the soils available water holding capacity and improve nutrient use efficiency should be
> 10
considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations
(328), Long -Tenn No-Til 1 (778), and edge -of -field practices such as Filter Strips (393) and
Riparian Forest Buffers (391).
310206 Database Version 4.1 Date Printed 2/28/2022
PCS Page 4 of 4
NOTE: Symbol * means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table
Year l
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(Ibs/A)
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res.
(Ibs/A)
Applic.
Method
Manure
PA
NutfientA
pplied
(lbs/A)
Liquid
Manurefi
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid Man
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
1749
1-32HW
S75
Pocalla
123.71
31.00
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
50
27.74
0.001
859.91
0.00
1749
1-32HW
S75
Pocalla
123.71
31.00
Hybrid Bermudagrass Pasture
5.0Tons
3/1-9/30
184
0
0
Irrig.
184
102.08
0.00
3,164.46
0.00
1749
Pull I
S75
Pocalla
10.79
6.71
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
186.13
0.00
1749
Pull I
S75
Pocalla
10.79
6.71
Hybrid Bermudagrass Pasture
5.0 Tons
3/1-9/30
184
0
0
Irrig.
184
102.08
0.00
684.95
0.00
1749
Pull 10
S75
Blanton
31.50
3.81
Corn, Grain
60 bu.
2/15-6/30
71
0
20
Irrig.
51
28.29
0.00
107.80
0.00
1749
Pull 10
S75
Blanton
31.50
3.81
Wheat, Grain
35 bu.
9/14/30
78
0
0
brig.
39
21.64
0.00
82.43
0.00
1749
Pull 11
S75
Blanton
31.50
3.08
Corn, Grain
60 bu.
2/15-6/30
71
0
20
brig.
51
28.29
0.00
87.15
0.00
1749
Pull 11
S75
Blanton
31.50
3.08
Wheat, Grain
35 bu.
9/1-4/30
78
0
0
Irrig.
39
21.64
0.00
66.64
0.00
1749
Pull 12
S75
Blanton
31.50
2.26
Corn, Grain
60 bu.
2/15-6/30
71
0
20
brig.
51
28.29
0.00
63.94
0.00
1749
Pull 12
S75
Blanton
31.50
2.26
Wheat, Grain
35 bu.
9/14/30
78
0
0
brig.
39
21.64
0.00
48.90
0.00
1749
Pull 13
S75
Blanton
31.50
4.47
Corn, Grain
60 bu.
2/15-6/30
71
0
20
brig.
51
28.29
0.00
126.47
0.00
1749
Pull 13
S75
Blanton
31.50
4.47
Wheat, Grain
35 bu.
1 9/14/30
78
0
0
Irrig.
39
21.64
0.00
96.71
0.00
1749
1 Pull 14
S75
Blanton
31.50
4.44
Corn, Grain
60 bu.
2/15-6/30
71
0
20
Irrig.
51
28.29
0.00
125.62
0.00
1749
Pull 14
S75
Blanton
31.50
4.44
Wheat, Grain
35 bu.
9/14/30
78
0
0
Irrig.
39
21.64
0.00
96.07
0.00
1749
Pull 15
S75
Pocalla
9.62
4.24
Corn, Grain
75 bu.
2/15-6/30
92
0
20
Irrig.
72
39.94
0.00
169.36
0.00
1749
Pull 15
S75
Pocalla
9.62
4.24
Wheat, Grain
35 bu.
9/1-4/30
81
0
0
brig.
41
22.47
0.00
95.27
0.00
310206 Database Version 4.1 Date Printed: 2/28/2022 WUT Page I of 9

W-MOP llTtili7atinn Tnhle
Year 1
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(IbslA)
Comm
Fert.
Nutrient
Applied
(IbslA)
Res.
(lbs/A)
Applic.
Method
Manure
PA
NutrientA
pplied
(1bslA)
Liquid
Manurd
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid Man
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
1749
Pull 16
S75
Pocalla
9.62
2.61
Corn, Grain
75 bu.
2/15-6/30
92
0
20
Irrig.
72
39.94
0.00
104.25
0.00
1749
Pull 16
S75
Pocalla
9.62
2.61
Wheat, Grain
35 bu.
9/14/30
81
0
0
Irrig.
41
22.47
0.00
58.64
0.00
1749
Pull 17
S75
Pocalla
9.67
5.38
Corn, Grain
75 bu.
2/15-6/30
92
0
20
Irrig.
72
39.94
0.00
214.90
0.00
1749
Pull 17
S75
Pocalla
9.67
5.38
Wheat, Grain
35 bu.
9/14/30
81
0
0
Irrig.
41
22.47
0.00
120.88
0.00
1749
Pull 18
S75
Pocalla
9.67
5.40
Corn, Grain
75 bu.
2/15-6/30
92
0
20
Irrig.
72
39.94
0.00
215.70
0.00
1749
Pull 18
S75
Pocalla
9.67
5.40
Wheat, Grain
35 bu.
9/14/30
81
0
0
Irrig.
41
22.47
0.00
121.33
0.00
1749
Pull 2
S75
Pocalla
10.79
3.74
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
103.74
0.00
1749
Pull 2
S75
Pocalla
10.79
3.74
Hybrid Bermudagrass Pasture
5.0 Tons
3/1-9/30
184
0
0
Irrig.
184
102.08
0.00
381.78
0.00
1749
Pull 28
S75
Pocalla
20.38
1.62
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
44.94
0.00
1749
Pull 28
S75
Pocalla
20.38
1.62
Hybrid Bermudagrass Pasture
5.0 Tons
3/1-9/30
184
0
0
Irrig.
184
102.08
0.00
165.37
0.00
1749
Pull 29
S75
Pocalla
20.38
4.98
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
138.14
0.00
1749
Pull 29
S75
Pocalla
20.38
4.98
Hybrid Bermudagrass Pasture
5.0 Tons
3/1-9/30
184
0
0
Irrig.
184
102.08
0.00
508.36
0.00
1749
Pull 3
S75
Pocalla
14.53
4.24
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
117.61
0.00
1749
Pull 3
S75
Pocalla
14.53
4.24
Hybrid Bermudagrass Pasture
5.0 Tons
3/1-9/30
184
0
0
Irrig.
184
102.08
0.00
432.82
0.00
1749
Pull 30
S75
Pocalla
20.38
4.93
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
136.75
0.00
1749
Pull 30
S75
Pocalla
20.38
4.93
Hybrid Bermudagrass Pasture
5.0 Tons
3/1-9/30
184
0
0
Irrig.
184
102.08
0.00
503.251
0.00
1749
Pull 31
S75
Pocalla
20.38
5.66
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
157.00
0.00
1749
Pull 31
S75
Pocalla
20.38
5.66
Hybrid Bermudagrass Pasture
5.0 Tons
3/1-9/30
184
0
0
Irrig.
184
102.08
0.00
577.77
0.00
1749
Pull 32
S75
Pocalla
20.38
5.58
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
154.78
0.00
1749
Pull 32
S75
Pocalla
20.38
5.58
Hybrid Bermudagrass Pasture
5.0 Tons
3/1-9/30
184
0
0
Irrig.
184
102.08
0.00
569.60
0.00
1749
Pull 4
S75
Blanton
6.23
1.69
Small Grain Overseed
1.0 Tons
10/1-3131
50
0
0
Irrig.
50
27.74
0.00
46.881
0.00
1749
Pull 4
S75
Blanton
6.23
1.69
Hybrid Bermudagrass Pasture
4.5 Tons
3/1-9/30
161
0
0
Irrig.
161
89.32
0.00
150.95
0.00
310206 Database Version 4.1 Date Printed: 2/28/2022 WUT Page 2 of 9

Vnaa• 1
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm
Fen.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
NutrientA
pplied
(lbs/A)
Liquid
Manurd
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid Man
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
1749
Pull 5
S75
Blanton
6.23
1.52
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
42.16
0.00
1749
Pull 5
S75
Blanton
6.23
1.52
Hybrid Bermudagrass Pasture
4.5 Tons
3/1-9/30
161
0
0
Irrig.
161
89.32
0.00
135.77
0.00
1749
Pull 6
S75
Blanton
3.99
1.26
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
50
27.74
0.00
34.95
0.00
1749
1749
Pull 6
Pull 7
S75
S75
Blanton
Blanton
3.99
31.50
1.26
2.15
Hybrid Bermudagrass Pasture
Corn, Grain
4.5 Tons
60 bu.
3/1-9/30
2/15-6/30
161
71
0
0
0
20
Irrig.
Irrig.
161
51
89.32
28.29
0.00
0.00
112.54
60.83
0.00
0.00
1749
Pull 7
S75
Blanton
31.50
2.15
Wheat, Grain
35 bu.
9/14/30
78
0
0
brig.
39
21.64
0.00
46.52
0.00
1749
Pull 8
S75
Blanton
31.50
3.36
Corn, Grain
60 bu.
2/15-6/30
71
0
20
Irrig.
51
28.29
0.00
95.07
0.00
1749
Pull 8
S75
Blanton
31.50
3.36
Wheat, Grain
35 bu.
9/1-4/30
78
0
0
brig.
39
21.64
0.00
72.70
0.00
1749
Pull 9
S75
Blanton
31.50
1.77
Corn, Grain
60 bu.
2/15-6/30
71
0
20
brig.
51
28.29
0.00
50.08
0.00
1749
Pull 9
S75
Blanton
31.50
1.77
Wheat, Grain
35 bu.
9/14/30
78
0
0
Irrig.
391
21.64
0.00
38.30
0.00
1753
CPI
S75
Pocalla
28.08
19.51
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
541.19
0.00
1753
CPI
S75
Pocalla
28.08
19.51
Hybrid Bermudagrass Pasture
5.0 Tons
3/1-9/30
184
0
0
brig.
184
102.08
0.00
1,991.57
0.00
1753
1753
F12HW
F12HW
S75
I S75
Lakeland
Lakeland
16.29
16.29
8.08
8.08
Corn, Grain
Wheat, Grain
55 bu.
35 bu.
2/15-6/30
9/1-4/30
69
85
0
0
20
0
Irrig.
brig.
49
43
27.18
23.58
0.00
0.00
219.65
190.51
0.00
0.00
1753
F13HW
S75
Stallings
15.31
2.45
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
67.96
0.00
1753
F13HW
S75
Stallings
15.311
2.45
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
179
0
0
brig.
179
99.31
0.00
243.30
0.00
1753
1 5-16HV
S75
Pocalla
22.27
2.30
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
501
27.74
0.00
63.80
0.00
1753
-'15-16HV
S75
Pocalla
22.27
2.30
Hybrid Bermudagrass Pasture
5.0 Tons
3/1-9/30
184
0
1 0
brig.
1 184
102.08
0.00
234.78
0.00
1753
1753
F17HW
F17HW
S75
S75
Blanton
JBIanton
16.52
16.52
12.39
12.39
Small Grain Overseed
Hybrid Bermudagrass Pasture
1.0 Tons
4.5 Tons
10/1-3/31
3/1-9/30
50
161
0
0
0
0
brig.
brig.
501
161
27.74
89.32
0.00
0.00
343.69
1,106.67
0.00
0.00
1753
-'18-19HV
S75
Pocalla
1.86
1.16
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
32.18
0.00
1753
18-19H
S75
Pocalla
1.86
1.16
Hybrid Bermudagrass Pasture
5.0 Tons
3/1-9/30
184
0
0
Irrig.
184
102.08
0.00
118.41
0.00
310206 Database Version 4.1 Date Printed: 2/28/2022 WUT Page 3 of 9

V--- 1
Waste
Tract
1753
1753
utuizaTIVII
Field
F1HW
F1HW
1 nu«
Source
ID
S75
S75
Soil Series
Pocalla
Pocalla
Total
Acres
6.54
6.54
Use.
Acres
3.27
3.27
Crop
Corn, Grain
Wheat, Grain
-
RYE
75 bu.
35 bu.
Applic.
Period
2/15-6/30
9/1-4/30
Nitrogen
PA
Nutrient
Req'd
(Ibs/A)
Comm
Fert.
Nutrient
Applied
(Ibs/A)
Res.
(Ibs/A)
Applic.
Method
Irrig.
Irrig.
Manure
PA
NutrientA
pplied
(Ibs/A)
Liquid
Manure.4
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid Man
Applied
(Field)
N
92
81
N
0
0
N
20
0
N
72
41
1000
gal/A
39.94
22.47
Tons
0.00
0.00
1000 gals
130.62
73.47
tons
0.00
0.00
1753
1753
F2HW
F2HW
S75
S75
Pocalla
Pocalla
16.24
16.24
12.18
12.18
Corn, Grain
Wheat, Grain
75 bu.
35 bu.
2/15-6/30
9/1-4/30
92
81
0
0
20
0
brig.
Irrig.
72
41
39.94
22.47
0.00
0.00
486.52
273.67
0.00
0.00
1753
Pull 19
S75
Stallings
15.31
5.15
Corn, Grain
110 bu.
2/15-6/30
119
0
20
Irrig.
99
54.92
0.00
282.85
0.00
1753
Pull 19
S75
Stallings
15.31
5.15
Wheat, Grain
50 bu.
9/1-4/30
96
0
0
Irrig.
48
26.63
0.00
137.14
0.00
1753
Pull 20
S75
Stallings
15.31
3.78
Corn, Grain
110 bu.
2/15-6/30
119
0
20
Irrig.
99
54.92
0.00
207.61
0.00
1753
Pull 20
S75
Stallings
15.31
3.78
Wheat, Grain
50 bu.
9/1-4/30
96
0
0
Irrig.
48
26.63
0.00
100.66
0.00
1753
Pull 21
S75
Pocalla
25.08
4.08
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
113.18
0.00
1753
Pull 21
S75
Pocalla
25.08
4.08
Hybrid Bermudagrass Pasture
5.0 Tons
3/1-9/30
184
0
0
Irrig.
184
102.08
0.00
416.48
0.00
1753
Pull 22
S75
Pocalla
25.08
4.31
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
119.56
0.00
1753
Pull 22
S75
Pocalla
25.08
4.31
Hybrid Bermudagrass Pasture
5.0 Tons
3/1-9/30
184
0
0
Irrig.
184
102.08
0.00
439.96
0.00
1753
Pull 23
S75
Pocalla
25.08
3.94
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
109.29
0.00
1753
Pull 23
S75
Pocalla
25.08
3.94
Hybrid Bermudagrass Pasture
5.0 Tons
3/1-9/30
184
0
0
Irrig.
184
102.08
0.00
402.19
0.00
1753
Pull 24
S75
Pocalla
25.08
5.71
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
158.39
0.00
1753
Pull 24
S75
Pocalla
25.08
5.71
Hybrid Bermudagrass Pasture
5.0 Tons
3/1-9/30
184
0
0
Irrig.
184
102.08
0.00
582.87
0.00
1753
Pull 25
S75
Pocalla
25.08
4.78
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
132.59.
0.00
1753
Pull 25
S75
Pocalla
25.08
4.78
Hybrid Bermudagrass Pasture
5.0 Tons
3/1-9/30
184
0
0
Irrig.
184
102.08
0.00
487.94
0.00
1753
Pull 26
S75
Pocalla
25.08
4.39
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
121.77
0.00
1753
Pull 26
S75
Pocalla
25.08
4.39
Hybrid Bermudagrass Pasture
5.0 Tons
3/1-9/30
184
0
0
Irrig.
184
102.08
0.00
448.13
0.00
1753
Pull 27
S75
Lakeland
16.29
5.52
Corn, Grain
55 bu.
2/15-6/30
69
0
20
Irrig.
49
27.18
0.00
150.06
0.00
1753
Pull 27
S75
Lakeland
16.29
5.52
Wheat, Grain
35 bu.
9/1-4/30
85
0
0
Irrig.
43
23.58
0.00
130.15
0.00
310206 Database Version 4.1 Date Printed: 2/28/2022 WUT Page 4 of 9

Wactp I4vii-ffatinn Tnhle
Vear 1
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm
Fen.
Nutrient
Applied
(Ibs/A)
Res.
(Ibs/A)
Applic.
Method
Manure
PA
NutfientA
pplied
(Ibs/A)
Liquid
ManurcP
pphed
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid Man
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
Total Applied, 1000 gallons
22,434.98
Total Produced, 1000 gallons
18,226.69
Balance, 1000 gallons
-4,208.29
Total Applied, tons
0.00
Total Produced, tons
0.00
Balance, tons
0.00
Notes: 1. In the tract column, — symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
310206 Database Version 4.1 Date Printed: 2/28/2022 WUT Page 5 of 9

W.meto ITAhh-
Year 2
FT
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(Ibs/A)
Comm
Fert.
Nutrient
Applied
(Ibs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
NutfirntA
ppl1ed
(Ibs/A)
Liquid
Manum4
pphed
(acne)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid Manur
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
1749
1-32HW
S75
Pocalla
123.71
31.00
Small Grain Overseed
I.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
859.91
0.00
1749
1-32HW
S75
Pocalla
123.71
31.00
Hybrid Bermudagrass Pasture
5.0Tons
3/1-9/30
184
0
0
Irrig.
184
102.08
0.00
3,164.46
0.00
1749
Pull 1
S75
Pocalla
10.79
6.71
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
186.13
0.00
1749
Pull 1
S75
Pocalla
10.79
6.71
Hybrid Bermudagrass Pasture
5.0 Tons
3/1-9/30
184
0
0
Irrig.
184
102.08
0.00
684.95
0.00
1749
Pull 10
S75
Blanton
31.50
3.81
Wheat, Grain
35 bu.
9/1-4/30
78
0
0
Irrig.
391
21.64
0.00
82.43
0.00
1749
Pull 10
S75
Blanton
31.50
3.81
Soybeans, Manured, Double Crop
21 bu.
4/1-9/15
83
0
0
Irrig.
83
46.05
0.00
175.44
0.00
1749
Pull 11
S75
Blanton
31.50
3.08
Wheat, Grain
35 bu.
9/14/30
78
0
0
Irrig.
39
21.64
0.00
66.64
0.00
1749
Pull I I
S75
Blanton
31.50
3.08
Soybeans, Manured, Double Crop
21 bu.
4/1-9/15
83
0
0
Irrig.
83
46.05
0.00
141.82
0.00
1749
Pull 12
S75
Blanton
31.50
2.26
Wheat, Grain
35 bu.
9/1-4/30
78
0
0
Irrig.
39
21.64
0.00
48.90
0.00
1749
Pull 12
S75
Blanton
31.50
2.26
Soybeans, Manured, Double Crop
21 bu.
4/1-9/15
83
0
0
Irrig.
83
46.05
0.00
104.07
0.00
1749
Pull 13
S75
Blanton
31.50
4.47
Wheat, Grain
35 bu.
9/14/30
78
0
0
Irrig.
39
21.64
0.00
96.71
0.00
1749
Pull 13
S75
Blanton
31.50
4.47
Soybeans, Manured, Double Crop
21 bu.
4/1-9/15
83
0
0
Irrig.
83
46.05
0.00
205.83
0.00
1749
Pull 14
S75
Blanton
31.50
4.44
Wheat, Grain
35 bu.
9/14/30
78
0
0
Irrig.
39
21.64
0.00
96.07
0.00
1749
Pull 14
S75
Blanton
31.50
4.44
Soybeans, Manured, Double Crop
21 bu.
4/1-9/15
83
0
0
Irrig.
83
46.05
0.00
204.45
0.00
1749
Pull 15
S75
Pocalla
9.62
4.24
Wheat, Grain
35 bu.
9/14/30
81
0
0
Irrig.
41
22.47
0.00
95.27
0.00
1749
Pull 15
S75
Pocalla
9.62
4.24
Soybeans, Manured, Double Crop
25 bu.
4/1-9/15
100
0
0
Irrig.
100
55.48
0.00
235.23
0.00
1749
Pull 16
S75
Pocalla
9.62
2.61
Wheat, Grain
35 bu.
9/14/30
81
0
0
Irrig.
41
22.47
0.00
58.64
0.00
1749
Pull 16
S75
Pocalla
9.621
2.61
Soybeans, Manured, Double Crop
25 bu.
4/1-9/15
100
0
0
Irrig.
100
55.48
0.00
144.80
0.00
1749
Pull 17
S75
jPocalla
9.67
5.38
Wheat, Grain
35 bu.
9/14/30
81
0
0
Irrig.
1 41
22.47
0.00
120.88
0.00
1749
Pull 17
S75
Pocalla
9.67
5.38
Soybeans, Manured, Double Crop
25 bu.
4/1-9/15
100
0
0
Irrig.
100
55.48
0.00
298.47
0.00
1749
Pull 18
S75
Pocalla
9.67
5.40
Wheat, Grain
35 bu.
9/1-4/30
81
0
0
Irrig.
41
22.47
0.00
121.33
0.00
1749
Pull 18
S75
Pocalla
9.67
5.40
Soybeans, Manured, Double Crop
25 bu.
4/1-9/15
100
0
0
Irrig.
100
55.48
0.00
299.58
0.00
310206 Database Version 4.1 Date Printed: 2/28/2022 WUT Page 6 of 9

III-"- T. t ie
Vaar'2
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(Ibs/A)
Comm.
Fert.
Nutrient
Applied
(Ibs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
NutrientA
pplied
(Ibs/A)
Liquid
ManureP
pphed
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid Mantr
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
1749
Pull 2
S75
Pocalla
10.79
3.74
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
103.741
0.00
1749
Pull 2
S75
Pocalla
10.79
3.74
Hybrid Bermudagrass Pasture
5.0 Tons
3/1-9/30
184
0
0
brig.
184
102.08
0.00
381.78
0.00
1749
Pull 28
S75
Pocalla
20.38
1.62
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
44.94
0.00
1749
Pull 28
S75
Pocalla
20.38
1.62
Hybrid Bermudagrass Pasture
5.0 Tons
3/1-9/30
184
0
0
brig.
184
102.08
0.00
165.37
0.00
1749
Pull 29
S75
Pocalla
20.38
4.98
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
138.14
0.00
1749
Pull 29
S75
Pocalla
20.38
4.98
Hybrid Bermudagrass Pasture
5.0 Tons
3/1-9/30
184
0
0
Irrig.
184
102.08
0.00
508.36
0.00
1749
Pull 3
S75
Pocalla
14.53
4.24
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
117.61
0.00
1749
Pull 3
S75
Pocalla
14.53
4.24
Hybrid Bermudagrass Pasture
5.0 Tons
3/1-9/30
184
0
0
Irrig.
184
102.08
0.00
432.82
0.00
1749
Pull 30
S75
Pocalla
20.38
4.93
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
136.75
0.00
1749
Pull 30
S75
Pocalla
20.38
4.93
Hybrid Bermudagrass Pasture
5.0 Tons
3/1-9/30
184
0
0
Irrig.
184
102.08
0.00
503.25
0.00
1749
Pull 31
S75
Pocalla
20.38
5.66
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
157.00
0.00
1749
Pull 31
S75
Pocalla
20.38
5.66
Hybrid Bermudagrass Pasture
5.0 Tons
3/1-9/30
184
0
0
Irrig.
184
102.08
0.00
577.77
0.00
1749
Pull 32
S75
Pocalla
20.38
5.58
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
154.78
0.00
1749
Pull 32
S75
Pocalla
20.38
5.58
Hybrid Bermudagrass Pasture
5.0 Tons
3/1-9/30
184
0
0
Irrig.
184
102.08
0.00
569.60
0.00
1749
Pull 4
S75
Blanton
6.23
1.69
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
46.88
0.00
1749
Pull 4
S75
Blanton
6.23
1.69
Hybrid Bermudagrass Pasture
4.5 Tons
3/1-9/30
161
0
0
Irrig.
161
89.321
0.00
150.95
0.00
1749
Pull 5
S75
Blanton
6.23
1.52
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
42.16
0.00
1749
Pull 5
S75
Blanton
6.23
1.52
Hybrid Bermudagrass Pasture
4.5 Tons
3/1-9/30
161
0
0
Irrig.
161
89.32
0.00
135.77
0.00
1749
Pull 6
S75
Blanton
3.99
1.26
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
34.95
0.00
1749
Pull 6
S75
Blanton
3.99
1.26
Hybrid Bermudagrass Pasture
4.5 Tons
3/1-9/30
161
0
0
Irrig.
161
89.32
0.00
112.54
0.00
1749
Pull 7
S75
Blanton
31.50
2.15
Wheat, Grain
35 bu.
9/14/30
78
0
0
Irrig.
39
21.64
0.00
46.52
0.00
1749
Pull 7
S75
Blanton
31.50
2.15
Soybeans, Manured, Double Crop
21 bu.
4/1-9/15
83
0
1 0
Irrig.
83
46.05
0.00
99.00
0.00
310206 Database Version 4.1 Date Printed: 2/28/2022 WUT Page 7 of 9

aa1__a_ T..l.l.. Vn9r 7
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(Ibs/A)
Comm
Fen.
Nutrient
Applied
(IbslA)
Res.
(Ibs/A)
Applic.
Method
Manure
PA
NutfientA
pplied
(IbslA)
Liquid
Manurr.4
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
SolidManur
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
1749
Pull 8
S75
Blanton
31.50
3.36
Wheat, Grain
35 bu.
9/14/30
78
0
0
Irrig.
39
21.64
0.00
72.70
0.00
1749
Pull 8
S75
Blanton
31.50
3.36
Soybeans, Manured, Double Crop
21 bu.
4/1-9/15
83
0
0
Irrig.
83
46.05
0.00
154.72
0.00
1749
Pull 9
S75
Blanton
31.50
1.77
Wheat, Grain
35 bu.
9/1-4/30
78
0
0
Irrig.
39
21.64
0.00
38.30
0.00
1749
1753
Pull 9
CPI
S75
S75
Blanton
Pocalla
31.50
28.08
1.77
19.51
Soybeans, Manured, Double Crop
Small Grain Overseed
21 bu.
1.0 Tons
4/1-9/15
10/1-3/31
83
50
0
0
0
0
Irrig.
Irrig.
83
50
46.05
27.74
0.00
0.00
81.50
541.19
0.00
0.00
1753
CPI
S75
Pocalla
28.08
19.51
Hybrid Bermudagrass Pasture
5.0 Tons
3/1-9/30
184
0
0
Irrig.
184
102.08
0.00
1,991.57
0.00
1753
F12HW
S75
Lakeland
16.29
8.08
Wheat, Grain
35 bu.
9/1-4/30
85
0
0
Irrig.
43
23.58
0.00
190.51
0.00
1753
F12HW
S75
Lakeland
16.29
8.08
Soybeans, Manured, Double Crop
18 bu.
4/1-9/15
72
0
0
Irrig.
72
39.94
0.00
322.75
0.00
1753
F13HW
S75
Stallings
15.31
2.45
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
67.96
0.00
1753
F13HW
S75
Stallings
15.31
2.45
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
179
0
0
Irrig.
179
99.31
0.00
243.30
0.00
1753
15-16H
S75
Pocalla
22.27
2.30
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
63.80
0.00
1753
15-16HV
S75
Pocalla
22.27
2.30
Hybrid Bermudagrass Pasture
5.0 Tons
3/1-9/30
184
0
0
Irrig.
184
102.08
0.00
234.78
0.00
1753
F17HW
S75
Blanton
16.521
12.39
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
343.69
0.00
1753
F17HW
S75
Blanton
16.52
12.39
Hybrid Bermudagrass Pasture
4.5 Tons
3/1-9/30
161
0
0
Irrig.
161
89.321
0.00
1,106.67
0.00
1753
� 18-19H
S75
Pocalla
1.86
1.16
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
32.18
0.00
1753
1 8-19HV
S75
Pocalla
1.86
1.16
Hybrid Bermudagrass Pasture
5.0 Tons
3/1-9/30
184
0
0
Irrig.
184
102.08
0.00
118.41
0.00
1753
F1HW
S75
Pocalla
6.54
3.27
Wheat, Grain
35 bu.
9/14/30
81
0
0
Inig.
41
22.47
0.00
73.47
0.00
1753
1F1HW
S75
Pocalla
6.54
3.27
Soybeans, Manured, Double Crop
25 bu.
4/1-9/15
100
0
0
Irrig.
100
55.48
0.00
181.41
0.00
1753
F2HW
S75
Pocalla
16.24
12.18
Wheat, Grain
35 bu.
9/14/30
81
0
0
Irrig.
41
22.47
0.00
273.67
0.00
1753
F2HW
S75
Pocalla
16.24
12.18
Soybeans, Manured, Double Crop
25 bu.
4/1-9/15
100
0
0
Irrig.
100
55.48
0.00
675.72
0.00
Pull 19
S75
Stallings
15.31
5.15
Wheat, Grain
50 bu.
9/1-4/30
96
0
0
Irrig.
48
26.63
0.00
137.14
0.00
t1753
1753
Pull 19
S75
Stallings
15.31
5.15
Soybeans, Manured, Double Crop
32 bu.
4/1-9/15
124
0
0
Irrig.
124
68.791
0.00
354.281
0.00
310206 Database Version 4.1 Date Printed: 2/28/2022 WUT Page 8 of 9

Wactp i Itili7ation Tahle
Year 2
FT
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(Ibs/A)
Comm
Fert.
Nutrient
Applied
(lbs/A)
Res.
(Ibs/A)
Applic.
Method
Manure
PA
NutrientA
PPlied
(lbs/A)
Liquid
ManurcP
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid Man
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
1753
Pull 20
S75
Stallings
15.31
3.78
Wheat, Grain
50 bu.
9/14/30
96
0
0
Irrig.
48
26.63
0.00
100.661
0.00
1753
Pull 20
S75
Stallings
15.31
3.78
Soybeans, Manured, Double Crop
32 bu.
4/1-9/15
124
0
0
brig.
124
68.79
0.00
260.04
0.00
1753
Pull 21
S75
Pocalla
25.08
4.08
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
113.18
0.00
1753
Pull 21
S75
Pocalla
25.08
4.08
Hybrid Bermudagrass Pasture
5.0 Tons
3/1-9/30
184
0
0
Irrig.
184
102.08
0.00
416.48
0.00
1753
Pull 22
S75
Pocalla
25.08
4.31
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
119.56
0.00
1753
Pull 22
S75
Pocalla
25.08
4.31
Hybrid Bermudagrass Pasture
5.0 Tons
3/1-9/30
184
0
0
Irrig.
184
102.08
0.00
439.96
0.00
1753
Pull 23
S75
Pocalla
25.08
3.94
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
109.29
0.00
1753
Pull 23
S75
Pocalla
25.08
3.94
Hybrid Bermudagrass Pasture
5.0 Tons
3/1-9/30
184
0
0
brig.
184
102.08
0.00
402.191
0.00
1753
Pull 24
S75
Pocalla
25.08
5.71
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
158.39
0.00
1753
Pull 24
S75
Pocalla
25.08
5.71
Hybrid Bermudagrass Pasture
5.0 Tons
3/1-9/30
184
0
0
brig.
184
102.08
0.00
582.87
0.00
1753
Pull 25
S75
Pocalla
25.08
4.78
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
50
27.74
0.00
132.59
0.00
1753
Pull 25
S75
Pocalla
25.08
4.78
Hybrid Bermudagrass Pasture
5.0 Tons
3/1-9/30
184
0
0
Irrig.
184
102.08
0.00
487.94
0.00
1753
Pull 26
S75
Pocalla
25.08
4.39
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
121.77
0.00
1753
Pull 26
S75
Pocalla
25.08
4.39
Hybrid Bermudagrass Pasture
5.0 Tons
3/1-9/30
184
0
0
Irrig.
184
102.08
0.00
448.13
0.00
1753
Pull 27
S75
Lakeland
16.29
5.52
Wheat, Grain
35 bu.
9/1-4/30
85
0
0
Irrig.
43
23.58
0.00
130.15
0.00
1753
Pull 27
S75
Lakeland
16.29
5.52
Soybeans, Manured, Double Crop
18 bu.
4/1-9/15
72
0
0
1 Irrig.
1 72
39.94
0.00
220.49
0.00
Total Applied, 1000 gallons
23,696.09
Total Produced, 1000 gallons
18,226.69
Balance, 1000 gallons
-5,469.40
Total Applied, tons
0.00
Total Produced, tons
0.00
Balance, tons
t J -
0.00
Notes: 1. In the tract column, - symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
310206 Database Version 4.1 Date Printed: 2/28/2022 WUT Page 9 of 9

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
(inches/hour)
Application Amount
(inches)
1749
1-32HW
Pocalla
0.60
1.0
1749
Pull
Pocalla
0.60
1.0
1749
Pull10
Blanton
0.75
1.0
1749
Pull ll
Blanton
0.75
1.0
1749
Pull12
Blanton
0.75
1.0
1749
Pull13
Blanton
0.75
1.0
1749
Pull14
Blanton
0.75
1.0
1749
Pull 15
Pocalla
0.60
1.0
1749
Pull16
Pocalla
0.60
1.0
1749
Pull17
Pocalla
0.60
1.0
1749
Pull18
Pocalla
0.60
1.0
1749
Pull
Pocalla
0.60
1.0
1749
Pull28
Pocalla
0.60
1.0
1749
Pull29
Pocalla
0.60
1.0
1749
Pull
Pocalla
0.60
1.0
1749
Pull30
Pocalla
0.60
1.0
1749
Pull31
Pocalla
0.60
1.0
1749
Pull32
Pocalla
0.60
1.0
1749
Pull
Blanton
0.75
1.0
1749
Pulls
Blanton
0.75
1.0
1749
Pull
Blanton
0.75
1.0
1749
Pull?
Blanton
0.75
1.0
1749
Pull
Blanton
0.75
1.0
1749
Pull
Blanton
0.75
1.0
1753
CP 1
Pocalla
0.60
1.0
1753
F12HW
Lakeland
*0.60
1.0
1753
F13HW
Stallings
0.50
1.0
1753
F 15-16H W
Pocalla
0.60
1.0
1753
F17HW
Blanton
0.75
1.0
1753
F18-19HW
Pocalla
0.60
1.0
1753
F 1 H W
Pocalla
0.60
1.0
1753
F2HW
Pocalla
0.60
1.0
310206 Database Version 4.1 Date Printed 2/28/2022 IAF Page 1 of 2
NOTE: Symbol * means user entered data.

Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(inches/hour)
Application Amount
(inches)
1753
Pull19
Stallings
0.50
1.0
1753
Pull20
Stallings
0.50
1.0
1753
Pull21
Pocalla
0.60
1.0
1753
Pull22
Pocalla
0.60
1.0
1753
Pull23
Pocalla
0.60
1.0
1753
Pull24
Pocalla
0.60
1.0
1753
Pull25
Pocalla
0.60
1.0
1753
Pull26
Pocalla
0.60
1.0
1753
Pull27
Lakeland
0.75
1 1.0
310206 Database Version 4.1 Date Printed 2/28/2022 IAF Page 2 of 2
NOTE: Symbol * means user entered data.

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 less 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.
Avnilnhip WactP CtnrnaP (anarity
Source Name
Swine Wean -Finish Lagoon Liquid
Design Storage Capacity (Days)
Start Date 19/1
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
77
1
2
76
1
3
96
1
4
119
1
5
141
1
6
178
1
7
180
1
8
180
1
9
180
1
10
172
1
11
168
1
12
156
2
1
144
2
2
142
2
3
161
2
4
180
2
5
180
2
6
180
2
7
180
2
8
180
2
9
180
2
10
160
2
11
145
2
12
125
* Available Storage Capacity is calculated as of the end of each month.
----------------------------------------------------------------------------------
310206 Database Version 4.1 Date Printed: 02-28-2022 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, MRCS 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).
----------------------------------------------------------------------------------
310206 Database Version 4.1 Date Printed: 2/28/2022 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.
----------------------------------------------------------------------------------
310206 Database Version 4.1 Date Printed: 2/28/2022 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.
----------------------------------------------------------------------------------
310206 Database Version 4.1 Date Printed: 2/28/2022 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.
----------------------------------------------------------------------------------
310206 Database Version 4.1 Date Printed: 2/28/2022 Specification Page 4

Crop Notes
The following crop note applies to field(s): Pull 19, Pull 20
Corn l: 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): Pull 10, Pull 11, Pull 12, Pull 13, Pull 14, Pull 7, Pull 8, Pull
9
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.
-----------------------------------------------------------------------------
310206 Database Version 4.1 Date Printed: 02-28-2022 Crop Note Page 1 of 9

The following crop note applies to field(s): F1 HW, F2HW, Pull 15, Pull 16, Pull 17, Pull 18
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.
The following crop note applies to field(s): F12HW, Pull 27
Corn CP, Mineral Soil, highly 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. Apply 20-40 lbs/acre sulfur; 1 /4 at planting and the remainder with the rest of the N. 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): F13HW
Small Grain: CP, Mineral Soil, low -leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot 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. Oats should be planted at 2 bushels/acre and
rye at 1-1 1 /2 bushels/acre. Plant all these small grains at 1-1 1 /2" deep. Adequate depth control 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.
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
310206 Database Version 4.1 Date Printed: 02-28-2022 Crop Note Page 2 of 9

The following crop note applies to field(s): F17HW, Pull 4, Pull 5, Pull 6
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot 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. Oats should be planted at 2 bushels/acre and
rye at 1-1 1 /2 bushels/acre. Plant all these small grains at 1-1 1 /2" deep. Adequate depth control 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 following crop note applies to field(s): 1-32HW, CPI, F15-16HW, F18-19HW, Pull 1, Pull 2, Pull
21, Pull 22, Pull 23, Pull 24, Pull 25, Pull 2
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot 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. Oats should be planted at 2 bushels/acre and
rye at 1-1 1 /2 bushels/acre. Plant all these small grains at 1-1 1 /2" deep. Adequate depth control 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.
-----------------------------------------------------------------------------
310206 Database Version 4.1 Date Printed: 02-28-2022 Crop Note Page 3 of 9

The following crop note applies to field(s): F13HW
Bermudagrass CP, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): F17HW, Pull 4, Pull 5, Pull 6
Bermudagrass: CP, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
--- -----------------------------------------------------------------------------
310206 Database Version 4.1 Date Printed: 02-28-2022 Crop Note Page 4 of 9

The following crop note applies to field(s): 1-32HW, CP1, F15-16HW, F18-19HW, Pull 1, Pull 2, Pull
21, Pull 22, Pull 23, Pull 24, Pull 25, Pull 2
Bermudagrass: CP, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 Ib/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): Pull 19, Pull 20
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 Ibs/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.
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
310206 Database Version 4.1 Date Printed: 02-28-2022 Crop Note Page 5 of 9

The following crop note applies to field(s): Pull 10, Pull 11, Pull 12, Pull 13, Pull 14, Pull 7, Pull 8, Pull
9
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% 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 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): F1 HW, F2HW, Pull 15, Pull 16, Pull 17, Pull 18
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% 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 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.
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
310206 Database Version 4.1 Date Printed: 02-28-2022 Crop Note Page 6 of 9

The following crop note applies to field(s): F12HW, Pull 27
Wheat: Coastal Plain, Mineral Soil, highly 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 wheat is essential. Review the NCSU Official Variety
"green book" and select a high yielding variety with the characteristics needed for your area. Apply no
more than 30 lbs/acre N at planting. Phosphorus recommended by a soil test report can also be applied at
this time. The recommended rate of potash should be split with 1/2 applied at planting and the other 1/2
applied when the N is topdressed in the Spring. The remaining N should be applied during the months of
February -March. The total N needed is dependent on the soil type. Apply sulfur at the rate of 5 lbs/acre at
planting and another 20 lbs/acre with the topdress N. 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): Pull 19, Pull 20
Double -Crop Soybeans, Coastal Plain: Mineral Soil, low -leachable
Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. 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 3 6 " 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 for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 Ibs/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 double crop soybean production.
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
310206 Database Version 4.1 Date Printed: 02-28-2022 Crop Note Page 7 of 9

The following crop note applies to field(s): Pull 10, Pull 11, Pull 12, Pull 13, Pull 14, Pull 7, Pull 8, Pull
9
Double -Crop Soybeans, Coastal Plain: Mineral soil, medium leachable
Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. 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 for the soybeans can be applied to the wheat in the Fall. 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 double crop soybean production.
The following crop note applies to field(s): F 1 HW, F2HW, Pull 15, Pull 16, Pull 17, Pull 18
Double -Crop Soybeans, Coastal Plain: Mineral soil, medium leachable
Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. 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 for the soybeans can be applied to the wheat in the Fall. 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 double crop soybean production.
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
310206 Database Version 4.1 Date Printed: 02-28-2022 Crop Note Page 8 of 9

The following crop note applies to field(s): F12HW, Pull 27
Double -Crop Soybeans, Coastal Plain: Mineral Soil, highly leachable
Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. 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 recommended for
the soybeans can be applied to the wheat in the Fall. Potash recommended for the soybeans should be
applied 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
double crop soybean production.
----------- ---------------------------------------------------------------------
310206 Database Version 4.1 Date Printed: 02-28-2022 Crop Note Page 9 of 9

8/24/2015
Pig Ranch Farm
Acreage_ Calculations
WidthLength Lane
Lane
1 Acres
Start End
Start End
Stop End
Stop End ; Section
Total
Pull # Section
i Sl2acing
(midsection _
Table
L4Q
Pull Acres
Pull Acres
A
1 280 j 145
167
60%
0.74
EE60-B
0.610
; EE60-G/2
0.245
1.60
_ 1-__j
B
140 329
167
60%
1.16
N/A
0.000
N/A
_
0.000
1.16
j
1
C
280 615
167
60%
_
3.16
EE60-13/2
0.305
EE60-G
0.490
3.95
6.71
2
A
280
28
{ 167
60%
0.14
{ EE60-B
{ 0.610
EE60-G/2
0.245
{ 1 AO
!
2 B
! 140
306
167
60%
1.08
N/A
NIA
j 0
1.08
j
2 i C
280
170
167
{ 60%
0.87
EE60-13/2
{ 0.305
EE60-G
0.49
j 1.67
3.74
3
A
280
78
280
100%
0.45
E90+
0.57
{ EE90+/2
0.24
1.26
3
`3
B
140
362
280
100%
1.05
N/A
0
N/A
0
1.05
C
280_;
135
1 280
100%
0.78
E90+/2
0.285
EE90+/2
0.240
1.31
3 D
j 140
135
280
100%
_
0.39
N/A
0.000
EE90+/2
0.240
0.63
{ 4.24
4 j
140
{ 404
280
{ 100%
1.17
E90+/2
0.285
EE90+/2
0.240
1.69
1.69
5
140
344
{ 280
{ 100%
1.00
{ E90+/2
{ 0.285
{ EE90+/2
0.240
1.52
1.52
6 ?
140
255
{ 280
{ 100%
{ 0.74
{ E90+/2
{ 0.285
{ EE90+/2
0.240
{ 1.26
1.26
7 i
280
232
{ 189
{ 68%
{ 1.25
{ EE70-B
{ 0.640
EE70-G/21
0.260
{ 2.15
1 2.15
8
280
457
{ 189
68%
{ 2.46
{ EE70-B
{ 0.640
EE70-G/2
{ 0.260
{ 3.36
i 3.36
9
1280
236
{ 189
68%
{ 1.02
{ E170-B
0.540
E170-G/2
1 0.210 1
1.77 { 1.77
10
j 280
540
189
{ 68%
2.91
EE70-B
0.640
EE70-G/2
{ 0.260 {
3.81 { 3.81
11 17A
11 B
140
280
j 63
i 300
189
;_ 68%
0.27
1.30
E170-B
E170-B
_0.54_0
0.540 {
E170-G/2 !_
E170-G/2 I
0.210 1
0.210
1.02
189
i 68%
2.05 3.08
12 {
{ 140
{ 360
j 189
! 68%
{ 1.36
{ EE70-B
0.640 {
EE70-G/2 {
0.260
2.26 1 2.26
13
280
j 663
189
68%
j 3.57
{ EE70-B
{ 0.640 {
EE70-G/21
0.260 {
4.47
{ 4.47
14 j 280
{ 658
{ 189
{ 68%
3.54
EE70-B
0.640
EE70-G/2 {
0.260 j
4.44
4.44
15 _; A
140
233
167
60%
0.82
EE60-B/2
0.305
N/A
0.000 {
1.13
15 j B
280
452
167
60%
2.32
EE60-13/2
0.305
EE60-G
_ 0.490
3.11 �{
4.24
16
280 {
295 {
167 {
60%
1.51
EE60-B
0.610
EE60-G
0.490
2.61
2.61
17 j
280 1
711 {
230 {
82% {
4.16
{ EE80-B
0.670 {
EE80-G {
0.550 {
5.38
5.38
18 ! j
280 {
855 {
230 {
82% {
4.51
E180-B
0.630 {
E180-G/2 {
0.260 1
5.40 {
5.40
19 1280
j
806 {
230 i
82%
4.26
{ E180-B
0.630 {
E180-G/2 {
0.260 {
5.15 {
5.15
20 140 1
746 {
230
82%
{ 3.17
{ EE80-13/2
0.335 {
EE80-G/2
0.275 {
3.78 {
3.78
21 j
140 {
817 {
230 j
82%
3.47
EE80-13/2
0.335 1
EE80.- G/21
0.275
4.08
4.08
22
280
648
230 {
82%
3.42
E180-B
0.630
E180-G/2 1
0.260
4.31
4.31
23
280
578
230
82%
3.05
E180-B
{ 0.630
E180-G/2 1
0.260 {
3.94
3.94
24 A
24 B
140
280
_ 155
675
230
230
82% _
82%
0.66
3.56
{ EE80-13/2
1 E180-B 1
0.335 j
0.630 {
N/A
E180-G +
_0.000 {
0.520
0.99 j
4.71 5.71
25 280 I
688 {
230
82% {
3.63 E180-B
0.630
E180-G
0.520 j
4.78 4.78
26 280 {
541 j
230 {
82% !
3.17 I EE80-B j
0.670 j
EE80-G j
0.550 {
4.39 4.39
27 A 140
27 - - B 280
153 j
696 -r
280
280
100%
100%
0.44 - : E90+/2
4.03 E90+/2
0.285 {
0.285
N/A j_
EE90+
0.000
0.480
0.73
4.79
5.52
28
280
140
280
100%
0.81
E90+
0.570 {
EE90+/2
0.240
1.62
1.62
29
{
280
696 {
225 {
80%
4.03
EE80-B {
0.670 {
EE80-G/2 {
0.275 1
4.98
4.98
30 i
280
731 {
225 {
80%
3.78
E180-B {
0.630
E180-G 1
0.520 {
4.93
4.93
31
280
874 !
225
80%
4.51
j E180-B {
0.630 I
E180-G 1
0.520
5.66 j
5.66
32 A
280 { 326 j
225
80% {
1.89
EE80-B 1
0.670 {
EE80-G/21
0.275 1
2.83
32 B {
140 590
225 {
80%
2.47
N/A {
0.000 {
EE80-G/21
0.275
2.75
5.58
CP1 j
760 {
{
19.51
Total Pull Acres:��.09
Page 1

8/24/2015
Honey Wagon Calculations
_
-I
Total Useable
Tract Field
j
j
Acres j
Acres
1749 i
1
j
9.67
1.55
1749
3 I --I
20.38 j
0.50
1749
4 j --
- !
j
2.64
1.98
1749
5 ! -
I-
I
-
-
- j
2.22 l
1.67 --
1749
6 ! I
I
h
10.79
0.25 T
1749
1749
8
9 I j '
-� -- -
i
;
1.78
0.84 ;
1.34
0.63
1749 10
5.19 j
9.34 j
3.47
3.33
3.33
2.60
1749 ; 11
1749 12
1749 113
j
_
( I
j
31.50 j
3.08
1749 ! 14
3.99 j
2.05
1749 15
j
I
I i
I
6.23
2.27
1749
17
I
_
1.38 j
1.04
1749
18
j
0.43
0.22
1749
19
9.62
2.08
17491
20
_
0.30
1 0.15
1749 32
I
3.94
l 2.96 --
1
123.711
31.00
1753 1
6.54
3.27
1753 2
16.24
I 12.18
1753
3
13.90
10.43
1753
4
I
16.61
12.46
5
5.83
4.37
_-1753
1753 ! 6
1753 ; 7 --�
-
----
i
!
I-- --- ---___-I----
46.32,
10.33
0.25
;---3.00
2.25
1753 8
-
-
� ----
19.19
1 0.37
1753 9
- -
1753 ' 10
i
--- -
j -- -
i
� - -- ---
i -- --- - _1----
2.40 j 1.20 _
5.51 4.13
_
1753 11 -
j
5.89 j 1.47
17531 12
I
16.29 8.08
1753-' - 13 --- -
j
1
15.31 2.45
1753 15
j
! 4.52 1.00 -
1753 16
---
j
I- -17.75
1.30
175_3 17
16.52
! 12.39
1753
0.89
0.67
1753 19
0.97
0.49
I
I I
I
i
I
I
I I
I 78.75
Page 2

8/24/20'

Farm 2177 Tract 1749
F-tj -t -9 'n-sr"
land Determination Identifiers Disclaimer: Wetland Ida notion; cored
Restricted Use or specific determination of the area.
Limited Restrictions do lamination (CPA-026 and attached
boundaries and deterephallons, or col
I
F�1__
�
µ�fl{�fland
T ICropland Acres
` _ " . Map for F.Sgpti�pbses only" .g.F
41

1
_
YOU
'
- Lp
•i
a
-
;.
4

_erator: Pig Ranch Frontl-4 County:
Lenoir Co.
NC
Distance to nearest residence (other than
owner):
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
x
1417
lbs.
0 sows (farrow to feeder)
x
522
lbs.
12923 head (wean to finish)
x
115
lbs.
0 sows (farrow to wean)
x
433
lbs.
0 head (wean to feeder)
x
30
lbs.
Describe other :
Date: 03/01/22
1000.0 feet
•i•or-ai average Live weigriz =
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 1486145 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 1486145 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
0 lbs
0 lbs
1486145 lbs
0 lbs
0 lbs
0
1486145 lbs
SLUDGE STORAGE NOT COMPUTED AT
Volume = 0.0 cubic feet LANDOWNER REQUEST, SLUDGE TO BE
REMOVED AS NEEDED
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 1201.0
Inside top width (feet)---------------------- 200.0
Top of dike elevation (feet)----------------- 48.9
Bottom of lagoon elevation (feet)------------ 37.6
Freeboard (feet)----------------------------- 1.0
Side slopes (inside lagoon)------------------ 1.0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
1.0 1.0 1.0 1.0 1199.0 198.0 10.3
AREA OF TOP
LENGTH * WIDTH =
1199.0 198.0 237402 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
1178.4 177.4 209048 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
1188.7 187.7 892476 (AREA OF MIDSECTION * 4)
CU. FT. _ (AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
237402.0 892476.0 209048.2 1.7
Total Designed Volume Available = 2298490 CU. FT.

(VIN :
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
1201.0 200.0 240200.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 240200.0 square feet
Design temporary storage period riod to b e 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 1486145 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 2714692 gals. or 362926.7 cubic feet
Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 140116.7 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 150125.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
362927
cubic
feet
5B.
0
cubic
feet
5C.
140117
cubic
feet
5D.
150125
cubic
feet
TOTAL 653168 cubic feet
6. SUMMARY
Temporary storage period____________________>
180
days
Rainfall in excess of evaporation=====______>
7.0
inches
25 year - 24 hour rainfall__________________>
7.5
inches
Freeboard___________________________________>
1.0
feet
Side slopes_________________________________>
1.0
. 1
Inside top length___________________________>
1201.0
feet
Inside top width____________________________>
200.0
feet
Top of dike elevation_______________________>
48.9
feet
Bottom of lagoon elevation__________________>
37.6
feet
Total required volume_______________________>
2139313
cu. ft.
Actual design volume________________________>
2298490
cu. ft.
Seasonal high watertable elevation (SHWT)===>
44.6
feet
Stop pumping elev.__________________________>
44.6
feet
Must be > or = to the SHWT elev.====______>
44.6
feet
Must be > or = to min. req. treatment el.=>
43.6
feet
Required minimum treatment volume=====______>
1486145
cu. ft.
Volume at stop pumping elevation=====_______>
1530229
cu. ft.
Start pumping elev._________________________>
47.2
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
2148365
cu. ft.
Volume at start pumping elevation=====______>
2132993
cu. ft.
Required volume to be pumped________________>
503043
cu. ft.
Actual volume planned to be pumped=====_____>
602764
cu. ft.
Min. thickness of soil liner when required==>
1.7
feet
7. DESIGNED BY: AGRIMENT SERVICES INC. APPROVED
BY:
DATE: 3/1/2022
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
DATE: 3/1/2022
*
*

T
p�¢ii MS,avCiA. MWOn Cp.A 1pq ygp�W¢i
.MR 9!!MM]e0!%IAP[PO.n
M,N fOT p PSIUKC ¢q4 IVY01 M wT[i •¢[
SS RG
I 1
A
N�
uvwvppas .la.ma Ruv9 Y
im. Sr wom atuo z l.aY
iii°.iwmsmu°�iiis5aiw.noisnt soa° .
GRAPHIC SCALE
f T r
1 uA .emu In
LAGOON NO 3
sw«! msm Luv nL rtn
�Y MLl4L OV
pN 10 INCLWC UOOON ♦ C w 9-12-97
pN i0 REUWE "QW WSiER C IONO I-0-9]
5 i
e' P
/I, AEROBIC LAGOON PROFILE
ELEVATIONS FOR MANAGEMENT
pN119O1 ffi..�
swam p ..
wn a<.n
rtwn..r w+o m.wi
v�owu wsrt«A•
--��
RIY.NSNi tNF`: mlaN!•:
u9o+ Aonrcvi ix..c
• Nlm m c.. .,
u sop. Is:
Ti3 K.85
.« Rana ¢.o e Yw wrtrzT
K eR EILv.Aw «• m..o
�a! ..Leas m m +wrto
L lm.nw.
LAGOON NO 3
♦W .vl. —. -A BORGv .K.
LAGOON NO. 1
xw m. n.
nsn m n
x.x m
N.]m m.R
tLMAR
'RWs
LAGOON NO. 4
>¢w Y n xvv «n xsx <n
1,()t OBW. IUN 600YBCO m58G'.
! e

NQ IQ:
e
IS FOR A SINGLE STAGE LAGOON
CLIENTS Nt, S5' - - _ `-________-->'
RICHARD PUTTNAM L¢gow I,Z �3
<-
COUNTY ----__.._.._. _-. _ _`___:_:______`=___________>"
LENOIR CO. NC
`
TODAYS DATE _= _=- _-_-__________>'.
MAY 23, 1995
DISTANCE TO NE R. ST NONFA_- iM RESIDENCE _>
1000 FEET
NUMBER OF PIG& W'EANLING'TO FEEDER
0
NUMBER OF' PIGS FEED!i;R TO i'IHISH
NUMBER OF SOWS FARRCPi TO :4E?NLING =___ >
0
NUMBER OF S014S FARl;OId, TO FEEDER =______>
2200
NUMBER OF SOWS F_^a;Ro =; TO FINISH =______>
0
DEGREE OF 0D0E CONT! OL`
1.0
f,
(minimum 1: c..cu. ft., per 1b SSLW)
(maximum 3.0 cu. ft per lb SSLW)
j
NUMBER OF YEARS OF SLUDGE 7,:;CUMULATION >
0.0 YEARS
TOP LENGTH AT NORMAL WATER LEVEL =_____>
TOP WIDTH AT NORMAL WATER LEVEL =______>
1000.0 FEET4SSwne D:�,
175(7S,000 �
.0 FEET
NORMAL WATER LEVEL ELEVATION =_________>
44.6 FEET
SEASONAL HIGH WATER TABLE ELEVATION =__>
44.6 FEET
LAGOON BOTTOM ELEVATION _______________>
37.6 FEET 4-4.V e,X7sk,:
Depth of Permanent Water 7.0
feet I�
(minimum depth without sludge = 6 feet)
,(g7
Su
(minimum depth with sludge = 8 feet)
elm+P
SIDE SLOPES
Permanent Volume Required 1148400.0
Permanent Volume
cubic feet
Provided 1167882.3
cubic feet
ADDITIONAL DRAINAGE AREA IN SQUARE FEET>
(i.e. pumpout pond & other outside area)
LENGTH OF PUMPING CYCLE
GALLONS OF FRESH WATER ADDED DAILY =___>
EXCESS RAINFALL ABOVE EVAPORATION =____>
25YR/24HR STORM P,AINFALL,
FREEBOARD
ESTIMATED TOP OF DAM ELEVATION =_______>
Temporary Storage Volume 570559.4
Top of
Inside
Length
Begin
Stop P
Volume
0 SQUARE FEET
180
DAYS
0
GALLONS
11.8
INCHES
7.0
INCHES
1.0
FEET
48.9
FEET
cubic feet
48. ,ifeet
Top of Dam'
183 . [eet
47. eet
44. eet
462538.4`ubic
,,,.L, P
,l )
851177
F.Yts( •,n 5 1,z 3 =
18$, 64-4
t e.(e.u-49.9'
'' See -I ,

.,
;y
�-4
}} h
STEADY STATE LIVE
W 5IGH7LE��
a��s
0 head
weaniin
.to fAeder
x 30 lbs
0 head
feeder
to'Liriishing
x 135 lbs.
0 sows
farrow
to Wearrling
x 433 lbs.
2200 so6is
t"arrWd
to feeder x
522 lbs.
0 so;;s
farrow
to fi.r?ith x
1417 lbs.
TO'Pi'>j_;
S1.'r ADY
STATE I,IVE WEIGHT
(SSLw)
2. SLUDGE ACCU;1; TIA!'ICN
Sludge accumuiates at the rate of 0.080 cu. ft.
per ,- unI: of STEADY STATE LIVE WEIGHT in seine.
Years cL� accumulation in design? 0.0
Sludge Volume 0.0 cubic feet
3. REQUIRED LIQUID VOLUME OF LAGOON
Design for 1.0 cu. ft. per pound SSLW
0 lbs
0 lbs
0 lbs
1148400 lbs
0 lbs
1148400 lbs
per year
Total Volume = (SSLW * Design factor) + Sludge Volume
Total Volume = 1148400.0 cubic feet
C 4. NORMAL LAGOON LIQUID LEVEL
Maintain normal lagoon liquid level at elevation 44.6 feet
Construct lagoon bottom elevation 37.6 feet
Lagoon size
for normal
lagoon liquid volume
using prismodial formula
SS/END1
S'S/reND2
SS/SIDE1 SS/SIDE2
DEPTH
1.0
1.0
1.0 1.0
7.0
AREA OF 'j:OP
LENGTI? ,WTD-J!
100C:. 0
AT ..- ..,
175000.0 (AREA OF TOP)
158746
166824
( 4 *AREA MID
667296.
%7( _ ORMAL
V( .
OF THE LAB
FEET LONG
OF BOTTOM)
REA OF: MIDSECTION)
ION) + AREA BOTTOM) * DEPTH/6
158746.0 1.167
UID LEVEL=67882.3 CU. FT.
1148400.0 CU. FT.
AT NORMAL LIQUID LEVEL
175.0 FEET WIDE

y f y
' " iY l.444I
5. DIKE }(,
r !
Place spo
il 1,nu
6. TEMPOP r RY L O L411 ttEQ�Ti2Eb
DRAINAGE 1?RE<.:
Lagoon (tco of`ai)ce)
Length * Widi:h
1008.6 183.6
Additional D.rairiagc-, Area
TO`?'AL DA
F
Pumping circle to be
6A. Volume of waste produced
ous dike to. elevation
�r
PC
185179 square feet
O square feet
185175 square feet
180 flays.
48.9 feet.
Volume = 1148400 SSLW * 0.0101481 gallon/lb. SSLW/day
in the pumping cycle / 7.48 gallons per cu. ft.
Volume = 280445.7 cubic feet
6B. Volume of wash water
This is the amount of fresh water used for washing floors or
volume fresh water used for a flush system. Flush systems.that
recycle the lagoon water are accounted for in 6A.
Volume = 0 gallons/day * 180 days in the pumping
cycle divided by 7.48 gallons per cu. ft.
Volume = 0.0 cubic feet
6C. Volume of rainfall in excess of evaporation
Use period of tune when rainfall exceeds evaporation by largest
amount.
vo1 un.-
I
6D
yerence) _
1:I8 inches * D
i2.:6 cubic feet
11.8 inches
2 inches per foot
hour storm
7.0 inches * DA 12
t �=
9,Tq
Vol �a 798021:1 cubic fee.
TOTAL PEQU!S.ED r POIP ARY STORAGE r
6A. 280445.cubic
�. 0.0 cubic
SC. 182092.6 cubic
6D 108021.1 cubic feet
per foot
Ul.GE 570559.4 cubic feet

7.
DEPTH OF STORAGE- REQUIRED (ABOVE NOML!AL
LIQUID
ELEVATION OF LAGOON)
Depth tequi,Lec?,='Volume of temporary
storage
divided by surface
area of lagoon.
y,
f)epth requ,l.red = 570559 cu.ft.
/
175000 sq. ft.
Dr�PtL r equi.red - 3.3 feet
Normal lagoon' liquid elevation =
44.6
feet
Depth required
3.3
feet
Freeboard -
1;0
feet
'i'an of Dari '
48'.9
feet
THE DIII NSIONS,OF THE INSIDE EDGE OF
THE.DAM AT ELEVATION 48.9
ARE 1005.6 FEET by
183.6
FEET
8.
SET BEGIN PUMPING ELEVATION
PUMPED STORAGE VOLUME
6A. 280445.7 cubic feet
6B. 0.0 cubic feet
6C. 182092.6 cubic feet
TOTAL PUMPED VOLUME = 462538.4 cubic feet
Depth required = Volume of pumped storage divided by surface
area of lagoon at normal water level.
Depth required = 462538.4 cu.ft. / 175000.0 sq. ft.
Depth required = 2.6 feet
DESIGNED BY: APPROVED BY:
DATE: DATE:
a
±a�

IS FOR A SINGLE STAGE LAGOON
CLIENTS NAI1t
COUNTY---- . :.:..---._.:__-__--_--__`----_=======>
TODAYS DATE
DISTANCE 'I'0 NEAIR.ESl' 11:0' .PM RESIDENCE =>
NUMBER OF PIGS WEAKLING TC FEEDER
NUMBER OF PIGS FEEDER 'If-' FINISH
NUMBER OF SOWS FARROi,e ` IO 1dEAIdLING
NUMBER OF,SQWS FARROW TO FEEDER
NUMBER OF 'SOt1S :FARROW TO FINISH
DEGREE OF ;ODOR CONTROL
(minimin!1.0 CU. it. .per lb SSLW)
(maximu?:i 3.0 cu. f per. lb SSLW)
NUMBER OF YEARS OTY SLUDGE ACCUMULATION >
Richard Putnam lagoon 4
Lenoir County NC
September. 8, 1997
1000 FEET
0
0
0
700
0
1.0
0.0 YEARS
TOP LENGTH AT FORMAL WATER LEVEL =_____> 366.0 FEET
TOP WIDTH AT NORMAL WATER LEVEL =______> 150.0 FEET
NORMAL WATER LEVEL ELEVATION ==========> 44.6 FEET
SEASONAL HIGH WATER TABLE ELEVATION =__> 44.6 FEET
LAGOON BOTTOM ELEVATION _______________> 36.4 FEET
Deyth of Permanent Water 8.2 feet
(minimum depth without sludge = 6 feet)
(minimum depth with sludge = 8 feet)
SIDE SLOPES ___________________________> 1.0:1
Permanent Volume Required 365400.0 cubic feet
Permanent Volume Provided 416219.3 cubic feet
ADDITIONAL DRAINAGE AREA IN SQUARE FEET>
(i.e. pumpout pond & other outside area)
LENGTH OF PUMPING CYCLE
GALLONS OF FRESH WATER ADDED DAILY ====>
EXCESS RAINFALL ABOVE EVAPORATION =====>
25YR/24HR STORM RAINFALL
FREEBOARD
ESTIMATED TOP OF' DAM ELEVATION ========>
Temporary Storage Volume 182310
Top of
Insid
Lengt
Begin
Stop
Volum
Dam Elevation =
0 SQUARE FEET
180 DAYS
0 GALLONS
11.8 INCHES
7.0 INCHES
1.0 FEET
48.9 FEET
cubic feet
48.9 feet
Top of Dam
158.6 feet
1476.

r
x S
1.
STEADY STATE LIVE WEIGHT
0 ti.e s,E_ :d anliity to "feeder x 30 lbs: _
0 lbs
:
0 head feeder to finishing x 135 lbs. _
0 lbs
0 cus.tarrow to weanling x 433 lbs.
0 lbs
lbs
700 sous farrow to. feeder x 522 lbs. =
365400
0 lbs
0 .=_oirs f arrcw to finish x 1417 lbs. ;;'
TOTAL` =TEARY S'ATE't#VE WEIGHT (SSLW)
365400 lbs
2.
SLUDGE ACCU1,9ULJATION
Sludae accumu)iDFs�at, the rate of'0.o80 cu.ft.
per year
per pouf'td of STEADY -:STATE LIVE WEIGHT in swine.
Years'of sludgeYacetuoulation in design? 0.0
Sludge Volume = 0.0 cubic feet
3.
REQUIRED LIQUID VOLUME OF LAGOON
Design for 1.0 cu. ft. per pound SSLW
Total Volume = (SSLW * Design factor) + Sludge Volume
Total Volume = 365400.0 cubic feet
4.
NORMAL LAGOON LIQUID LEVEL
Maintain normal lagoon liquid level at elevation
44.6 feet
Construct lagoon bottom elevation 36.4 feet
Lagoon size for normal lagoon liquid volume using prismodial formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 DEPTH
1.0 1.0 1.0 1.0 8.2
AREA OF TOP
LENGTH *WIDTH_
366.0 150.0 54900.0 (AREA OF TOP)
AREA OF BOTTOR
Lb
.0 kWb Al ;6 46706.6;(AREA OF BOTTOM)
u A
A'
'Tn l .4
x,8 50736
(4*AREA MI
_9a0 202944
;-,T NORMAL LAGOO
Z J;I OF THE LA
>.0 FEET LONG
O.(AREA QF
ECTION) ,3
� LIQUID E
SON AT N k
By 150
3
n:
MIDSECTION)
AREA BOTTOM) * DEPTH/6
46706.6 1.367
L=16219.3 CU. FT.
365400.0 CU. FT.
AL LIQUID LEVEL
FEET WIDE

L
5. DIKEs
Place spoil as a �cii, nuous dike to elevation 48.9 feet.
6. TEMPORARY STORAGE REC>UIRTD
DRA114AGE :AREA*
Lagoon`,-(to_p of dike)
Length Width =
r 158.'6 59412 square feet
Additicnal Drainage Area
0 square feet
zf ;,
59412 square feet
rift.,
Pumping cycle to be 180 days.
6A. Volume of waste produced
Volume = 365400 SSLW * 0.0101481 gallon/lb. SSLW/day
in the pumping cycle / 7.48 gallons per cu. ft.
Volume = 89232.7 cubic feet
6B. Volume of wash water
This is the amount of fresh water used for washing floors or
volume fresh water used for a flush system. Flush systems that
recycle the lagoon water are accounted for in 6A.
Volume = 0 gallons/day * 180 days in the pumping
cycle divided by 7.48 gallons per cu. ft.
Volume = 0.0 cubic feet
6C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest
amount.
Excess rairifalj(d,ifference) = 11.8 inches
Vo inches * DA /: 12 inches per foot
Vo cubic feet ..,
hour storm41;
GD. Vo `1.
Vo inches' * DA = 12 inches per foot
{{j Vo � cubic feet ,
TO RY STORAGE
aRr 89232.7 cubic feet
all i
Fe:�l 0. 0 ,cubic feet
58421.4 cubic fact
34656.7 cubic feet
�TO- i'fi dx k ;�r 1
w E 182310.5 cubic feet
'
�41
,JJ `;

r t j
�•:. 1f i
7. DEPTH OF S'_O'AGE"
RE UIRED (ABOVE NORMAL LIQUID ELEVATION OF
LAGOON)
Depth
r quired — Volume
of temporary storage divided by
surface
area of ,lagoon.
Depth
required
182311 cu.ft /! 54900
sq. ft.
Depth
require i :-
3.3 feet
Normal
lagoon ] .:Eu:.r.I elevation = '; 44.6 feet
Depth
requi_rel
= 3.3 feet
Freeboard
= 0' 1.0 feet
Top of
Dian
= 48.9 feet
THE DLI?ENS.IOI4S
vF THE INSIDE EDGE OF THE DAM AT ELEVATION 48.9
374.6
FEET BY 158.6 FEET
8. SET BEG "N
F(1i'?PINC 3 _ 'V.3T1UN
PUMPED
STORAGE VCLU:,i E
6A.
89232.7 cubic feet
6B.
0.0 cubic feet
6C.
58421.4 cubic feet
r
TOTAL PUMPED VOLUME = 147654.1 cubic feet
Depth
required =
Volume of pumped
storage divided by surface
area of
lagoon at normal
water level.
Depth
required =
147654.1
cu.ft. / 54900.0 sq. ft.
Depth
required =
2.7
feet
DESIGNED BY: APPROVED BY:
DP.
DATE:

Aerator: Pig Ranch Back1-2 County: Lenoir Co. NC
Distance to nearest residence (other than owner):
1. AVERAGE LIVE WEIGHT (ALW)
0
sows
(farrow
to finish)
x 1417
lbs.
0
sows
(farrow
to feeder)
x 522
lbs.
10565
head
(wean to
finish)
x 115
lbs.
0
sows
(farrow
to wean)
x 433
lbs.
0
head
(wean to
feeder)
x 30
lbs.
Describe
other :
Date: 03/01/22
1000.0 feet
•i•oLal Average Live weignz =
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 1214975 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 1214975 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
0 lbs
0 lbs
1214975 lbs
0 lbs
0 lbs
0
1214975 lbs
SLUDGE STORAGE NOT COMPUTED AT
Volume = 0.0 cubic feet LANDOWNER REQUEST, SLUDGE TO BE
REMOVED AS NEEDED
4.
TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 705.0
Inside top width (feet)---------------------- 230.0
Top of dike elevation (feet)----------------- 49.7
Bottom of lagoon elevation (feet)------------ 33.7
Freeboard (feet)----------------------------- 1.0
Side slopes (inside lagoon)------------------ 2.0
1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH
DEPTH
2.0 2.0 2.0 2.0 701.0 226.0
15.0
AREA OF TOP
LENGTH * WIDTH =
701.0 226.0 158426 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
641.0 166.0 106406 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
671.0 196.0 526064 (AREA OF MIDSECTION
* 4)
CU. FT. _ (AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] *
DEPTH/6
158426.0 526064.0 106406.0
2.5
Total Designed Volume Available =
1977240 CU. FT.

r"::
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
705.0 230.0 162150.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 162150.0 square feet
Design temporary storage period riod to b e 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 1214975 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 2219354 gals. or 296705.1 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 94587.5 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 101343.8 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
296705
cubic
feet
5B.
0
cubic
feet
5C.
94588
cubic
feet
5D.
101344
cubic
feet
TOTAL 492636 cubic feet
6. SUMMARY
Temporary storage period____________________>
180
days
Rainfall in excess of evaporation=====______>
7.0
inches
25 year - 24 hour rainfall__________________>
7.5
inches
Freeboard___________________________________>
1.0
feet
Side slopes_________________________________>
2.0
: 1
Inside top length___________________________>
705.0
feet
Inside top width____________________________>
230.0
feet
Top of dike elevation_______________________>
49.7
feet
Bottom of lagoon elevation__________________>
33.7
feet
Total required volume_______________________>
1707611
cu. ft.
Actual design volume________________________>
1977240
cu. ft.
Seasonal high watertable elevation (SHWT)===>
44.5
feet
Stop pumping elev.__________________________>
44.5
feet
Must be > or = to the SHWT elev.====______>
44.5
feet
Must be > or = to min. req. treatment el.=>
39.7
feet
Required minimum treatment volume=====______>
1214975
cu. ft.
Volume at stop pumping elevation=====_______>
1344160
cu. ft.
Start pumping elev._________________________>
47.9
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
1875896
cu. ft.
Volume at start pumping elevation=====______>
1851683
cu. ft.
Required volume to be pumped________________>
391293
cu. ft.
Actual volume planned to be pumped=====_____>
507523
cu. ft.
Min. thickness of soil liner when required==>
2.3
feet
7. DESIGNED BY: AGRIMENT SERVICES INC. APPROVED
BY:
DATE: 3/1/2022 DATE: 3/1/2022
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
*
*
*
*

O
!1
U
ANAEROBIC LAGOON PROF E
ELEVATIONS FOR MANAGEMENT
OUTLET Pot mGu NQ13t
LOv4R OVEMAGNUM UGuO ENO AtOIAD eE AT
OA AD
_� .'..
MEXBOARD - + foot Ulf"
2S-KAR.2aPP-HOUR STORY
pLtR9pM SEPRAfS -� --- - STORAGE . A = 9 Rlp(1
AROUND
M i UV—i7 4
OUTER
ER
PufttER Or LAGOON
--
.LT.
u VIL
Mf
TEMPORARY L101Rp TREATMENT
\
NORMAL WASTEWATER
!Lom "st two PONTS
SMUGE . 20-1e0 DAYS
I
NEED TO BE MARKED
S
0, rNE LAGOON i0R
MANAGEMENT
_ --------
\
w }f
' PERMANENT LIQUID TREA110041
DESIOf TREATMENT VOLUME
a NEED TO START I0*4AT10N
AS SOON AS LIOU'O LEVELDams STOP STOP IRWATION
VA11ON
SLUDGC ACCUMULATION(11
\ 12-1S EARS
YARDAGE COMPUTATIONS
CUT/nLy 1ut10 or 1.00 To 13o
St. VdLvn. TON. Adj." MN
... -Ift ra ...� .'.....
1p
.. � I142733 .... 173SS 26 5107.71 Id Was
.-
1a9. 1
IkA•1d p.lndw 1e.•r p..a 11ota j
Pfo1Kl Ipulndml RADIAA. DIP 1A. Sp 11 IS 24'22 1917
Dec PI 1000 'fit
Doc• * 1
0 S . ►1 R19Nt o �.r1c. .:� ...(E���......
t01 23-IS-14 321. 19'
102 36-22-20 2176Y
1'03 2e9-39-21 slow
104 267-21-05 134 49'
36
05 33$-20-50 SMUT
t06 2e-a-00 377ST
107 a 2" 2r
2o9-59-3e 3a'
toe a
1
rWWd P GAYS 10dW Po..f PdcM
P,opct rp.11neM RApY �710N T1.1 S.P 11 15,39 21 illy
Occ Pt ,000 m
OPrh PI 24
5
Ib
102 227-40-05 21763' 36
103 I1e-57-06 hear 36
104 96-3e-50 134 <9'
105 114-3e-35 3" 17' a91
lob 217-31-a5 My Sr 1' et
toy 230-42-03 22922' N 51460957 f�ITC
'0e 99-17-23 99SA- N A999.lele ITC
T E a100a534 a9-7D
R1;14APf : !1NAV :'::DYER PACK L::%VR OVCRAINO-4 C. L0Nw
1
•
E ea
3s n
a,l
.` 16Tf v v
a� 3oN , v Sao rT
\ • 11�
231T 2
92,124 .an
211 Po1•A
1AT [LEV aa.S'
BOTTOM ELEVATION 33.7
EXISTING LAGOON
S2
26 � a3 s0
SS 7 � or
l
2a I
L 5 CIS 72
20 'S
24
....................� WD3
72 2 HOUSE
A9 4 6tD SW
IL3
IE HOUSE
-A �;INE VA
® BOORRROW AREA To oet� rn°Ait.
1 ` MATERIAL
;dy a0 a6
Aa 00 _._.__—�400 0 M.
1 T nG a •;
I I A'
' Dan C« 10p•n 6•tt•-1
a6.556 2aa13 « It t
' SN
•d j
W 33 /
/ �03 A.
.�
I41
INSTALL A 12 INCH PVC PIPE
TO CONNECT THE LAGOONS
THIS PIPE VALL BE INSTALLED
AT ELEVATION 44.5 FT,
CORNER or CoNmir PAD
PuW STATION. ELEV. so 00 fT.
GRAPHIC SCALE
� s
(OiQT)
-------------
IL
-FURD ^ PUTNA--
9000 FEEDER TO FINISH
LENOIR CO. N.C.
USDA, NounA1. Rcm=m Dorfsodims; S nm
f3ntw" G LONG .LaplEA aw
.O '
J I mr i a 1
EQUIPMENT PROVIDED BY PITT SOIL
AND WATER CONSERVATMN DISTRICT
41

iil s.
. . ♦ Q� o y �I i. 1]L
F �1
i FIl ,#�,$IGN IS FOR A SINGLE STAGE LAGOON
CLIENTS RICHARD PUTNAM��
COUNTY =__ ______________> LENOIR CO. NORTH CAROLINA
TODAYS DLPE _________= ______________> MAY 23, 1995
DISTANCE TO N&u,RrST NOr,F?RM RESIDENCE _> 1000 FEET
NUMBER OF PIGS 6 EA9.7,1VC TO FEEDER 0
NUMBER OF PIGS r FDE,' TO F]I;ISH=______> 6500
NUMBER OF SOWS rAIRU TO WLANLING =___-> 0
NUMBER OF SOWS 90 FEEDER =___---> 0
NUMBER 0_ SOS;: 1' ;O',7 !O PiNISH=_—___> 0
t
DEGREE Or ODOk 1.0 l,el
(minimun 1.0 cu. L nez .lb SSLW) col
(maximum 3 I, cu , per lb SSLW) %
NUMBER OF YF_';RS O if,;i5G1: ACCUMULATION > 0.0 YEARS
i
TOP LENGTH AT NORMAL WATER LEVEL ======> 430.0 FEET' �� l
TOP WIDTH AT NORMAL WATER LEVEL =______> 210.0 FEET; V
NORMAL WATER LEVEL ELEVATION =_________> 44.5 FEET
SEASONAL HIGH WATER TABLE ELEVATION =__> 44.5 FEET Z,
LAGOON BOTTOM ELEVATION _______________> 33.7 FEET r>�
Depth of Permanent Water 10.8 feet
(minimum depth without sludge = 6 feet)
(minimum depth with sludge = 8 feet)
SIDE SLOPES ___________________________> 1.0:1
Permanent Volume Required 877500.0 cubic feet
`Permanent Volume Provided 902270.0 cubic feet
ADDITIONAL DRAINAGE AREA IN SQUARE FEET> 0 SQUARE FEET
(i.e. pumpout pond & other, outside area)
LENGTH OF PUMPING CYCLE'===============> 180 DAYS
GALLONS OF FRESH WATER .ADDED DAILY ====> 0 GALLONS
EXCESS RAINFALL ABOVE EVAPORATION =====> 11.8 INCHES
25YR/24HR STORI4 RAINFALL'=_____________> 7.0 INCHES
FREEBOARD _____________ _______________> 1.0 FEET
Temporary Storage Voluhie 362816.4 cubic feet
Top o
Insid
Lengt
Begin
Stop
r
49. eet
Top of Dam, r: q�
220. eet Z.14r�� Fae)
47. eetI�, l�X/Sir
44 . e e t

1
STEADY STATE LIVE WEIGHT
0 mead weanling to feeder x 30 lbs. _
6500 head feeder to finishing x 135 lbs. -
0 saws farrow to Weanling x 433 lbs. _
0 sows farrow .'n feeder x 522 lbs. _
0 sows farrow to finish x 1417 lbs.
TOTAL STEADY STIaTZ LIVE WEIGHT (SSLW) —
I,
2. SLUDGE _ACCUMUL� TICH
S_udce accumulates at the rate of:0.080 cu. ft.
par pcura c STEADY STATE LIVE WEIGHT in swine.
ii
Yeorn cf <s_ud = accumulation in design? 0.0
3
041
Sludge Volume = 0.0 cubic feet
REQUIRED LIQUID VOLUME OF LAGOON
Design for 1.0 cu. ft. per pound SSLW
0
lbs
877500
lbs
0
lbs
0
lbs
0
lbs
877500 lbs
per year
Total Volume = (SSLW * Design factor) + Sludge Volume
Total Volume = 877500.0 cubic feet
NORMAL LAGOON LIQUID LEVEL
Maintain normal.lagoon liquid level at elevation 44.5 feet
Construct lagoon bottom elevation 33.7 feet
Lagoon size for normal lagoon liquid volume using prismodial formula
SS/EN01 SS/END2
1.0 1.0
AREA OF TOP
LENGTH * W!Dn
SS/SIDE1 SS/SIDE2 DEPTH
1.0 1.0 10.8
90300.0 (AREA OF TOP)
76942.6
83504.6
(4*AREA MID
334018.6
VOLUM[; wV
LnUID 0 NORMAL LAGOON
I+ Vd,�fi]f i
l�
THL SULFaCE
DIP,KALPAS OF THE LAG
FEET LONG BY
OF -BOTTOM)
i
0A OF MIDSECTION)
'ION) 4JAREA BOTTOM) * DEPTH/6
76942.6 1.800
!UID DUEL = 902270.0 CU. FT.
877500.0 CU. FT.
AT NORMAL LIQUID LEVEL
210.0 FEET WIDE

5. DIKE
Place spoil.as 2 continuous dike'.to elevation
6. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA.,,
Lagoon (top of dike)
Lencth *;Width =
='J 220.0 968O0.square feet
;ddir..ora1 Dre:inage Area
0 square feet
i'GT .L DA 96800 square feet
Pumping cycle to be 180 days.
6A. Volume of waste produced
49.5 feet.
Volume = 877500 SSLW * 0.01 gallon/lb. SSLW/day * 180 days
in the pumping cycle / 7.48 gallons per cu. ft.
Volume = 211163.1 cubic feet
6B. Volume of wash water
This is the amount of fresh water used for washing floors or
volume fresh water used for a flush system. Flush systems that
recycle the lagoon water are accounted for in 6A.
Volume = 0 gallons/day * 180 days in the pumping
cycle''divided by 7.48 gallons per cu. ft.
Volume = 0.0 cubic feet
6C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest
es * DA
c fe2t
* DA
c feet
L*j�
�, pas fit€ si ; 56466.7
° e�.KSTORAGE
&* iE�t
L.8 inches
per foot
per foot
362816.4'iffubic feet

7. DEPi'I' OF "TORAG :EQUTRED (ABOVE NORIPIAL LIQUID ELEVATION OF LAGOON)
Depth raga i r = Volume of temporary storage divided by surface
ar--:, o lagoon.
Depth requ:_:ed = 362816 cu. ft. / 90300 sq. ft.
Depth recu 4.0 feet
tdormal. 1<.u0on 11quid elevation = 44.5 feet
Depth regn_rec 4.0 feet
1.0 feet
Tcpf. Dam 49.5 feet
S L,U.EN SONS OF THE INSIDE EDGE OF THE DAM AT ELEVATION 49.5
FEET BY 220.0 FEET
E. SET liL'ill PUllpl!;i ELEVATION
PUMPED STORAGE VOLUME
6A. 211163.1 cubic feet
6B. 0.0 cubic feet
6C. 95186.7 cubic feet
TOTAL PUMPED VOLUME = 306349.8 cubic feet
Depth required = Volume of pumped storage divided by surface
area of lagoon at normal water level.
Depth required = 306349.8 cu. ft. / 90300 sq. ft.
Depth required- 3.4 feet
DESIGNED BY:, APPROVED BY:
DATE:' DATE:
r

E'
THIS P?,SIGN IS FOR A SINGLE STAGE LAGOON
I �
CLIENTS NAME
COUNTY
TODAYS DATE
DISTANCE TO NEAREST NONFARM RESIDENCE =>
NUMBER OF PIGS WEANLING'TO FEEDER
NUMBER OF PIGS FEEDER TO FINISH
NUMBER OF SOWS FARROW 10 'iJ 'Y?NLING
NUMBER OF SOTS FA-RROW 20 FEEDER
NUMBER OF SOWS FARROP7 TO FINISH
DEGREE OF ODOR CONTROL
(minimum 1.0 cu. f per lb SSLW)
(maximu*,l 3.J cu fper:lb SSLW)
NUMBER OF ) E ARS OF SLtiUi L ?>C'CUMULATION >
TOP LENGTH :,"' .N� Wp )IER LEVEL
TOP WIDTH P'" Its:), r,°_L W:rTER LEVEL
NORMAL WATER LEVEL ELEVATION ==========>
SEASONAL HIGH WATER TABLE ELEVATION =__>
LAGOON
Richard Putnam Power Pack lower far
Lenoir County
`':$eptember
11, 1997
1000+
FEET
0
r` 25010.
0
0
0
1.0
5.0
YEARS
275.0
FEET \ /. ,-750
250.0
FEET /
44.5
FEET
39.0
BOTTOM
ELEVATION _______________> 36.0
Depth of Permanent Water 8.5 feet
(minimum depth without sludge = 6 feet)
(minimum depth with sludge = 8 feet)
SIDE SLOPES
Permanent Volume Required 472500.0 cubic
Permanent Volume Provided 477950.8 cubic
FEET
FEET n7vn��N°I
. 0 : 1 /1
feet
°9°0n
feet
rDDITIONAL DRAINAGE AREA IN SQUARE FEET> 0 SQUARE FE�kT
i.e. pumpout pond & other outside area)
LENGTH OF PUMPING CYCLE _______________> 180 DAYS
GALLONS OF FRESH WATER ADDED DAILY =___> 0 GALLONS
EXCESS RAINFALL ABOVE EVAPORATION =____> 11.8 INCHES
25YR/24HR STORM RAINFALL'______________> 7.3 INCHES
FREEBOARD =__=______=___:______________> 2.0 FEET o
ESTIMATED TOP OF DAM ELEVATION =_______> 49.7 FEET
Temporary Storage Volume. 219467.4 cubic feet
Top of Dam Elevation = 49.7 feet
Inside Dimensions of Lagoon at Top of Dam
Length = 306.2 feet Width = 281.2 feet /0�4,c
Begin Pump rw
47.9
Stop VolumeuTor i� �,�_ 44.5
)i�� i 167087.8
r
c fe t 321

F
1.
2
3
4
r
r
i
STEADY STATE, LIVE WEIGHT
0 head weanling to feeder x 30 lbs. _
2500 head feeder. to finishing x 135 lbs. _
0 sown farrow to' ,'wea ling x 433 lbs.f =
0 sows rrocr to.'feeder x 522 lbs. l' _
0 sows-'f rro;: tc,, fini.sa x 1417 lbs.' _
TOTAL S Er>liF T.'ATE LIVE WEIGHT (SSLW)
SLUDGE
Sludge <. cu_.u7.ai?s al-. the rate of 0.080 cu,. ft.
per pound -,r STF!ADY: STATE LIVE WEIGHT in swine.
Years of t''ur_':a accumulation in design? 5.0
Sludge,Vclume 135000.0 cubic feet
REQUIRED LIQUID VOLUME OF LAGOON
Design for 1.0 cu. ft. per pound SSLW
w
0
lbs
337500
lbs
0
lbs
0
lbs
0
lbs
337500 lbs
per year
Total Volume = (SSLW * Design factor) + Sludge Volume
Total Volume = 472500.0 cubic feet
NORMAL LAGOON LIQUID LEVEL
Maintain normal lagoon liquid level at elevation 44.5 feet
Construct lagoon bottom elevation 36.0 feet
Lagoon size for normal lagoon liquid volume using prismodial formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 DEPTH
3.0 3.0 3.0 3.0 8.5
AREA OF TOP
LENGTH *WIDTH'=
275.0 '250.0 68750.0 (AREA OF TOP)
AREA OF BOTTOM
Lb * tab =
224.0 199.0 44576.0 (AREA OF BOTTOM)
AP OIDSCZIC)d ;
s ' 224 ;5 56012.
CU, TG-' (4*AREA MID
0 224051.
VG . __ 1;oRMAL LAGOON
VC ,
Tf: -'NS OF THE LAG
0 FEET LONG
AREA OF MIDSECTION)
'ION) F AREA BOTTOM] * DEPTH/6
44576.0 1.417
!UID LEVEL=77950.8 CU. FT.
472500.0 CU. FT.
AT NOPI4AL LIQUID LEVEL
250.0 FEET WIDE
a..

5
6
r
DIKE
Place spoil coritinuous
dike to elevation
TEMPORI:RY STORAGE .R-QtJIRED
DRAINAGE AREA:
Lagoon (ton of dike)
Length *.Width =
306.2 281.2
86103,square
,feet
Additional Drainage, Area
0 square
feet
TDTAL DA
86103 square
feet
Ptmpino cyclet1p be '�
180 days.
6A. Volume of wasee ,r`ro iuced
49.7 feet.
Volume = 337500 SSLW * 0.0101481 gallon/lb. SSLW/day
in the pumping cycle / 7.48 gallons per cu. ft.
Volume = 82419.4 cubic feet
6B. Volume of wash water
CYy
m
This is. the amount of fresh water used for washing floors or
volume fresh water used for a flush system. Flush systems that
recycle the lagoon water are accounted for in 6A.
Volume = 0 gallons/day * 180 days in the pumping
cycle.divided by 7.48 gallons per cu. ft.
Volume 0.0 cubic feet
Volume of rairif.ell in excess of evaporation
Use period of ltime .when rainfall exceeds evaporation by largest
amount.
Excess riinfall[(difference) = 11.8 inches
Volume 11.8 inches * DA / 12 inches per foot
ubic feel -
our stor
nches
ubic fee
STORAGE
82419
0
84668
52379
219467
3
Yy
inches per foot
f00t
t

7. DEPTH OF STORAGF:.IIEQUIRED (ABOVE NORMAL LIQUID ELEVATION OF LAGOON)
Depth require! = Volume of temporary storage divided by surface
area'.of lagoon.
Depth require&
219467 cu.ft. / 68750 sq. ft.
Depth requiredi:=
3.2 feet
Normal lagoon liquid elevation = 44.5 feet
geoth required';
_ 3.2 feet
Freeboard
_ 2r.0 feet
:Cod ct Dam
= 49.7 feet
THE Ui;iF:;JS:i.ON5' OF '111E INSIDE EDGE OF THE DAM AT -ELEVATION 49.7
ARE 306.2
FEET BY 281.2 FEET
8. SET "Gi lq PT_TMPTNC�j� T;LEV.=.TION
1
PUMPED STORA',8''/OLUI.IE
6A.
82419.4 cubic feet
6B.
0.0 cubic feet
6C.
84668.4 cubic feet
TOTAL PUMPED VOLUME =
167087.8 cubic feet
Depth required = Volume of
pumped storage divided by surface
area of lagoon at
normal water level.
Depth required =
167087.8 cu.ft. / 68750.0 sq. ft.
Depth required =
2.4 feet
DESIGNED BY:
APPROVED BY:
DATE:
c
f',
4
1
riir.
�u
kf�6.

r, OPERATION &MAINTENANCE PLAN
Proper lagoon liquid 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 the thunderstorm season in the summertime. This means
that at the first signs of plant growth in the later winter/early spring, irrigation according to
a farm waste management plan should be done whenever the land is 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
irrigate 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
17 covers. The vegetation should be fertilized each year, if needed, to
maintain a vigorous stand. The amount of fertilizer 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

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 of 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 or 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
drainagewaters (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

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 inflow 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.
` spring 4. When possible, begin loading new lagoons in thep g 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 occour at least two weeks prior to the
addition of wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pHfalls 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.
C

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 lever (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 I foot to the lowest
point of the dam or embankment.
Do not pump the lagoon liquid level lower that the permanent storage
AWN level unless : - -lu 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:

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 phosphores, it
should be applied only at rates equal to the crop removal of phosphorus. As with other
wastes, always have your lagoon sludge analyzed for its nutrient value.
The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions which
could increase the concern of neighbors.

Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure. Types
of failures include leakage through the bottom or sides, overtopping, and breach of the
dam. Assuming proper design and construction, the owner has the responsibility for
ensuring structure safety. Items which may lead to lagoon failures include:
Modification of the lagoon structure ---an example is the placement of a pipe
in the dam without proper design and construction. {Cons«lt 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 mowing into the lagoon.
Liner integrity ---protect from inlet pipe scouring, damage during sludge
removal, or rupture from lowering lagoon Iiquid level below &roundwater
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.
A

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 graduatedscale from which to read the application amount
without having to perform additional calculations. However, pans, plastic buckets,
jars, or anything with a uniform opening and cross-section can be used provided
the liquid collected can be easily transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly
throughout the application area at several distances from sprinklers. For traveling
guns, sprinklers should be located along a transect perpendicular to the direction
of pull. Set out collection containers 25 feet apart along the transect on both
sides of the gun cart. You should compute the average application rate for all
nonuniformity of the application. On a windless day, variation between containers
of more than 30 percent is cause for concern. You should contact your irrigation
dealer or technical specialist for assistance.
'Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual
r

EMERGENCY ACTION PLAN
P14ONF N1 ]MRFR
DWQ 40 -91tG - 6"l
EMERGENCY MANAGEMENT SYSTEM R 1 1
SWCD 9M - SX3 -�o tO
NRCS atQ -5;X3 - 70 l d
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 flows 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 caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators -action include:
December 18, 1996

a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
e. Repair all leaks prior to restarting pumps.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowi:
a. Dig a small sump or ditch away from the embankment to catch all seepage, put
in a submersible pump, and pump back to the 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 lagoon bottom
as soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, 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 of the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours, call your DWQ (Division of Water Quality) regional office;
Phone - - . After hours, emergency number. 919-733-3942. Your phone call
should include: your name, facility, telephone number, the details of the incident from item
2 above, the exact location of the facility, the location or direction of movement of the spill,
weather and wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If spill leaves property or enters surface waters, call local EMS phone number -
c. Instruct EMS to contact local Health Department.
d. Contact CES, phone number - - , local SWCD office phone number - - , and
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 that person to contact the proper agencies for you.
2 December 18, 1996

5. Contact the contractor of your choice to begin repair of problem to minimize off -site
damage.
a. Contractors Name: itr VAC-V\t <P—rV tkieS O.
b. Contractors Address: . 0 Ak-0$6 't$
c. Contractors Phone: (�?5.�•) S�g-�.�+}g
6. Contact the technical specialist who certified the lagoon (MRCS, Consulting Engineer, etc.
a. Name: o e- ,k-e- J ,
b. Phone: (257X) 5(.T5 -oIL4$
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.
3 December 18, 1996

Swine Farm Waste Management — Odor Control Checklist
Permit No.: 54-4
Date: 2/28/2022
INSTRUCTIONS FOR USE Owner Signature: 04 '
♦ 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.
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
FARMSTEAD
♦ Swine Production ❑ Maintain vegetative or wooded buffers at or
near property boundary
♦ Improper drainage ❑ 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
MORTALITY MANAGEMENT
♦ Carcass ® Dispose of mortality using method approved
Decomposition by NCDA&CS State Veterinarian. Manage
According to CAWMP (Mortality Management
Checklist) and permit(s).
❑ Put carcasses in refrigerated (or freezer) dead
boxes within 24 hours for short-term mortality
storage.
♦ Incomplete Incineration ❑ Use incinerators with secondary burners for
complete combustion.
❑ 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
• Required by statute and permit
• May require third party input/approval
• Reduce odors by complete incineration
Swine AMOC Page 1 of 6 APPROVED — 7/25/2019

Swine Farm Waste Management — Odor Control Checklist
Permit No.: 54-4
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
HOUSE / BARN — WASTE HANDLING
♦ Flush tanks
❑ Install flush tank covers
• Pit -flush systems
♦ Odorous Gases
❑ Flush pits at least 4 times per day
• Pit -flush systems
♦ Partial microbial
❑ Empty pits at least once every 7 days
• Pit -recharge or "pull -plug" systems
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
• Monitor for any solids accumulation in pit
chemical additive
❑ Other BMPs — please describe
HOUSE / BARN — FLOOR AND INDOOR SURFACES
♦ Manure covered floors ❑ 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
♦ Odorous Gases ❑ 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 — 7/2S/2019

Swine Farm Waste Management — Odor Control Checklist Permit No.: 54-4
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
HOUSE / BARN — VENTILATION
♦ Dust ❑ Clean fans regularly — specify frequency
♦ Volatile/odorous gases ❑ Efficient air movement
❑ Install temperature and humidity sensors to
control ventilation
❑ Treat barn exhaust
❑ Other BMPs — please describe
HOUSE / BARN — FEED
♦ Dust ❑ Install feed covers
♦ Adsorbed Gases ® 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
❑ Remove spoiled/unusable feed on regular basis
❑ Feed pellets instead of dry meal
❑ Use feed additives
♦ Ammonia ❑ Use feed -reduced crude protein diet
❑ Other BMPs — please describe
HOUSE / BARN — GENERAL
♦ Dust ❑ Install temperature and humidity sensors
♦ Odorous Gases to control ventilation
❑ Use ultraviolet light to treat indoor air
❑ Use indoor or outdoor electrostatic space
charge system
❑ Other BMPs — please describe
• Examples: biofilters, wet scrubbing, windbreaks
• May reduce ventilation rate depending on method
• Required by rule 15A NCAC 02D .1802
• May require third party input/approval
• May require third party input/approval
• May require third party input/approval
• 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.: 5
4-4
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
LAGOON / WASTE STORAGE STRUCTURE
♦ Volatile Gases ® Maintain proper lagoon volume
❑ Minimize free -fall height of waste from
discharge pipe to lagoon surface
❑ Extend discharge point of pipe to below lagoon
liquid level
❑ Maintain proper surface area -to -volume ratio
❑ Use correct lagoon start-up procedures
❑ 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
anaerobic digester
❑ Other BMPs — please describe
LAND APPLICATION
♦ Odorous gases ® Perform land application in accordance with
CAWMP
♦ Wind drift ® 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
• Sufficient liquid volume/depth is required
for proper anaerobic treatment
• Use caution not to scour or damage lagoon liner
• Monitor for any increase in rate of solids accumulation
• Methane can be flared if not utilized
• 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.: 54-4
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
LAND APPLICATION (CONTINUED)
SLUDGE DISPOSAL
♦ Odorous gases
❑ 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
• 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
❑ For traveling guns, use taper -ring or taper -bore • Less odor and drift than ring nozzles
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
❑ 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.
❑ 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

ADDITIONAL INFORMATION
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 NRCS 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
AVAILABLE FROM:
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.nres.udsa.gov
www.nres.udsa.gov
www.nres.udsa.gov
www.nres.udsa.gov
Florida Cooperative Extension Service
NC State University
Swine AMOC Page 6 of 6 APPROVED — 7/25/2019

Insect Control Checklist for Animal Operations
Source Cause BMPs to Minimize Insects Site Specific Practices
Flush Gutters Accumulation of Solids
Liauid
s
Flush system is designed and operated sufficiently to
remove accumulated solids from gutters as designed;
O Remove
ing of accumulated solids at
Lagoons and Pits • Crusted Solids M"" 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 Vegetative • Decaying vegetation Maintain vegetative control along banks of lagoons
Growth and other impoundments to prevent accumulation of
decaying vegetative matter along water's edge on
impoundment's perimeter.
Dry CVctPmc
Feeders • Feed Spillage O Design, operate and maintain feed systems (e.g..
bunkers and troughs) to minimize the accumulation
of decaying wastage.
O 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
AMIC - November 11, 1996, Page 1
O Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
O OR&W.r and remove or break: up accumulated
solids in filter strips around feed storage as needed.

Source
Cause
BMPs to Minimize Insects
Animal Holding Areas • Accumulations of animal wastes O Eliminate low areas that trap moisture along fences
and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal.
O Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e. inspect for and remove or break up
accumulated solids as needed.
Dry Manure Handling • Accumulations of animal wastes O Remove spillage on a routine basis (e.g., 7-10 day
Systems interval during summer; 15-30 day interval during
winter) where manure is loaded for land application
O R&WIN adequate drainage around manure
stockpiles.
O Inspect for an remove or break up accumulated
wastes in filter strips around stockpiles and manure
handling areas as needed.
Site Specific Practices
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, Page 2

Version —November 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
aBurial 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
E] El NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
aAny method which, in the professional opinion of the State Veterinarian, would make possible
E] 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).
F-1
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.
2-2. /-77
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