820466_Application_20220715

Smithfield.
600A food -R&SpoRsib(�@
July 15, 2022
NCDEQ, Division of Water Resources
Water Quality Permitting Section
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, NC 27699-1636
M. Kevin Weston
Environmental Resource Specialist II
Smithfield Hog Production
P. O. Box 856
2822 NC Hwy 24 West
Warsaw, NC 28398
[phone] office
[phone] cell
Subject: Request to Transfer Permit Coverage to
Swine Farm Digester Waste Management System General Permit, AWG400000 for
Farm 2037 and Farm 2038, AWI820466
Sampson County, NC
To Whom It May Concern:
This letter serves as a request to transfer permit coverage of the above -mentioned farm from its current permitted status
as a farm digester system covered by the Individual Swine Animal Waste Management System Permit (AWI) to the Swine
Farm Digester Waste Management System General Permit (AWG). Enclosed is a copy of the permit application form
(AWO-STATE-G-DIGESTER-7/07/2022) along with supporting documentation.
Thanks for your consideration of this request. If you have any questions or need additional information regarding this
matter, please contact me.
Sincerely,
M. Kevin Weston
Environmental Resource Specialist II
kweston (&smithfield.com

I
2.
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Feeding Operations Permit Application Form
(THIS FORM AN Y BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
State Digester General Permit — Farm Digester System
GENERAL INFORMATION:
1.1 Facility name: Farm 2037 and Farm 2038
1.2 Print Owner's name: Murphy -Brown, LLC
1.3 Mailing address: P.O. Box 856
City, State: Warsaw, NC Zip: 28398
Telephone (include area code): ( 910 ) 293 - 3434 Fax: 910 ) 293 - 3138
Email: kwestonrdsm ithfield com
1.4 Physical address: 779 Old Goodson Farm Ln
City, State: Turkev, NC
Zip:28393
Telephone number (include area code): ( )
Latitude 35. 001486' Longitude -78. 221566' (Decimal Degrees from Google Earth)
1.3 County where facility is located: Samson
1.6 Facility location (directions from nearest major highway, using SR numbers for state roads): From 1-40 take Hwv 24 W.
Turn rightonSR1913 go approx. 2 miles and turn left on SR1914 go approx. 0.5 miles to farm entrance on left
1.7 Farm Manager's name (if different from Landowner): Michael Norris
1.8 Lessee's / Integrator's name (if applicable: circle which type is listed): Murphy -Brown. LLC
1.9 Facility's original start-up date: Date(s) of facility expansion(s) (if applicable):
1.10 Design Contact name:
OPERATION INFORMATION:
Phone Email:
2.1 Facility number: AW1820466
2.2 Operation Description:
Please enter the Design Capacity of the system. The "No. of Animals" should be the maximum number for which the
current swine waste management system is permitted.
Type of Swine
❑ Wean to Feeder
X Feeder to Finish
No. of Animals Type of Poultry No. of Animals Type of Cattle No. of Animals
❑ Layer ❑ Beef Brood Cow
20 992 ❑ Non -Layer
❑ Farrow to Wean (4 sow)
❑ Farrow to Feeder (# sow)
❑ Farrow to Finish (* sow)
❑ Wean to Finish (g sow)
❑ Gilts
❑ Boar'Stud
❑ Other Type of Livestock on the farm:
❑ turkey
❑ Turkey Poults
❑ Beef Feeder
❑ Beef Stocker Calf
❑ Dairy Calf
❑ Dairy Heifer
❑ Dry Cow
❑ Milk Cow
No. of Animals:
FORM: AWO-STATE-G-DIGESTER-7/07/2022 Page 1 of 6

2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): 229.21 Acres
Required Acreage (as listed in the CAWMP): 229.21 Acres
Existing Application Area (pre -construction): Acres
Proposed Application Area (post -construction): Acres
Is there a change to the existing WUP? YES or ® (circle one)
Is the Existing WUP attached? 0 or NO (circle one)
Is the New (if applicable) WUP attached? YES or NO (circle one)
2.4 List and Describe all Storage/Treatment Structures Below:
a. DIGESTER or other PRIMARY TREATMENT: (double click on "Select' for drop -down menu box)
Treatment
Existing"
Name of
Treatment
Type of
Liner
Surface
Type of
Cover
Ttl Capacity
p y
Re d Capacity
q p ty
Unit Type
(YIN)
Unit
Material
Area
Material
(cu. Ft.)
(cu.ft.)
Digester
Y
2038D
Synthetic
92,261
Synthetic
752,612
671,744
(80
Select
Select
Select
Select
Select
Select
a.I Are engineering designs, drawings, specifications, and details attached? YES or NO (circle one)
b. SECONDARY TREATMENT/STORAGE: (double click on "Select" for drop -down menu box)
Name of Storage
Unit
Existing?
(YIN)
Type of Liner
Material
Surface Area
Ttl Capacity
(cu. Ft.)
Req'd Capacity
(cu.ft.)
20373
Y
Soil Improved
202,288
2,128,048
1,998,994
20383A
Y
Soil Improved
197.824
2,070,016
1.540,600
20383B
Y
Soil Improved
69,696
948,743
545,645
Select
2.5 Are KNOWN subsurface drains present within 100' of any application fields? ES or NO (circle one)
2.6 Are KNOWN subsurface drains in the vicinity or under the waste management system? YES or ® (circle one)
2.7 Does this facility meet all applicable siting requirements? ES or NO (circle one)
2.8 Describe Water Movement between Barns, Digesters, and Storage Ponds (double click on "Select" for drop -down menu
box)
Location
Pump Station or
Gravity
Pipe Size
Minimum Pump
Capacity
Plan Sheet
Reference
GPM
TDH
Select
Select
Select
Select
Select
Select
Select
Select
FORM: AWO-STATE-G-DIGESTER-7/07/2022 Page 2 of 6

3. REQUIRED ITEMS CHECKLIST:
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item.
Applicant's Initials
3.1 One completed and signed original of the application for Digester Animal Waste Management
System Application Form. .E/.L4✓
3.2 A general location map indicating the location of the animal waste facilities and field locations
where animal waste is land applied and a county road map with the location of the facility
indicated.
3.3 Documentation that new digester structure(s) meets the Swine Farm Siting Act, for swine
operations.
3.3. I Site Map. The scale of this map shall not exceed I inch = 400 feet.
3.3.2 All proposed digesters to occupied residences > 1500 feet OR no closer than existing setback.
Existing setback — feet
3.3.3 All proposed digesters to schools, hospitals, churches, outdoor recreational facilities, national parks, state
parks, historic properties, or childcare centers > 2500 feet OR no closer than existing setback.
Existing setback = feet
3.3.4 All proposed digesters to property boundaries > 500 feet OR no closer than existing setback.
Existing setback = feet
3.3.5 All proposed digesters to Public Water supply wells > 500 feet.
3.3.6 The map shall show the location of any property boundaries and perennial streams, or rivers located
within 75 feet of waste application areas.
3.4 One copy of all engineering documents, including, but not limited to, calculations,
equipment specifications, plan and profile drawings to scale, construction materials,
supporting equations or justifications.
3.5 A detailed narrative of the Farm Digester Animal Waste Management System.
3.6 A copy of the CA WMP which must include the following components. Some ofthese
components may not have been required at the time the facility was initially certified but must
he added to the CAWLIP for permitting purposes: .ham
3.6.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available Nitrogen (PAN)
produced and utilized by the facility
3.6.2 The method by which waste is applied to the disposal fields (e.g., irrigation, injection, etc.)
3.6.3 A map of every field used for land application
3.6.4 The soil series present on every land application field
3.6.5 The crops grown on every land application field
3.6.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP
3.6.7 The PAN applied to every application field
3.6.8 The waste application windows for every crop utilized in the WUP
3.6.9 The required NRCS Standard Specifications
3.6.10 A site schematic
3.6.11 Emergency Action Plan
3.6.12 Insect Control Checklist with chosen best management practices noted
3.6.13 Odor Control Checklist with chosen best management practices noted
3.6.14 Mortality Control Checklist with the selected method noted
3.6.15 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
3.6.16 Site Specific Operation and Maintenance Plan
If your CA WMP includes any components not shown on this list, please include the additional components with your
submittal. (Composting, waste transfers, etc.)
FORM: AWO-STATE-G-DIGESTER-7/07/2022 Page 3 of 6

4. ENGINEER'S CERTIFICATION:
attest that this application for
(P.E. representing Owner's name listed in question 1.2),
(Facility name listed in
question L I) has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required
parts of this application are not completed and that if all required supporting information and attachments are not included, this
application package will be returned to me as incomplete.
Signature
Engineer's Seal
5. FARM OWNER/PERMITTEE CERTIFICATION:
Date
I, Murphy -Brown, LLC (Owner'Permittee name listed in question 1.2), attest
that this application for Farm 2037 and Farm 2038 (Facility name listed in question L I ) 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 romed as inAmplete.
Signature
Date
6. MANAIPEIl S CERTIFICATION: (complete only if different from the Farm Owner)
(Manager's name listed in question 1.7), attest that this
application for (Facility name listed in question I.1) has
been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application
package will be returned as incomplete.
Signature
Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER RESOURCES
WATER QUALITY PERMITTING SECTION
ANIMAL FEEDING OPERATIONS PROGRAM
1636 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1636
TELEPHONE NUMBER: [phone]
ELECTRONIC SUBMISSION IS ENCOURAGED. EMAIL TO: RAMESH.RAVELLA dNCDENR.GOV
SURFACE. WATER CLASSIFICATION:
FORM: AWO-STATE-G-DIGESTER-7/07/2022 Page 4 of 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 I through 6
completed, to the appropriate Division of Water Resources Regional Operations Supervisor (see page 6 of 6). At a minimum,
you must include an 8.5" by 1 I" copy of the portion of a 75-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.
7.1 Facility Name & Number:
7.2 Name & complete address of engineering Firm:
Telephone:( )
Email:
7.3 Name of closest downslope surface waters:
Fax:( )
7.4 County(ies) where the animal waste management system and surface waters are
7.5 Map name and date:
7.6 NC Professional's Seal (If appropriate), Signature, and Date:
TO: REGIONAL OPERATIONS SUPERVISOR
Please provide me with the classification of the watershed where this animal waste management facility will be or has been
constructed or field located, as identified on the attached map segment(s):
Name of surface waters:
Classification (as established by the Environmental Management Commission):
Proposed classification, if applicable:
Signature of regional office personnel:
(All attachments must be signed)
Date:
FORM: AWO-STATE-G-DIGESTER-7/07/2022 Page 5 of 6

DIVISION OF WATER RESOURCES REGIONAL OFFICES (4/2020)
Asheville Regional WQROS Supervisor Washington Regional WQROS Supervisor Raleigh Regional WQROS Supervisor
2090 U.S. Highway 70
943 Washington Square Mall
1628 Mail Service Center
Swannanoa, NC
28778
Washington, NC 27889
Raleigh, NC 27699-1628
[phone]
[phone]
[phone]
Fax [phone]
Fax[phone]
Fax [phone]
Avery
Macon
Beaufort Jones
Chatham Nash
Buncombe
Madison
Bertie Lenoir
Durham Northampton
Burke
McDowell
Camden Martin
Edgecombe Orange
Caldwell
Mitchell
Chowan Pamlico
Franklin Person
Cherokee
Polk
Craven Pasquotank
Granville Vance
Clay
Rutherford
Currituck Perquimans
Halifax Wake
Graham
Swain
Dare Pitt
Johnston Warren
Haywood
Transylvania
Gates Tyrell
Lee Wilson
Henderson
Yancey
Greene Washington
Jackson
Hertford Wayne
Hyde
Fayetteville Regional WQROS Supervisor MooresviIle Regional WQROS Supervisor Wilmington Region WQROS Supervisor
225 Green Street, Suite 714
610 East Center Avenue
127 Cardinal Drive Extension
Fayetteville, NC 28301-5094
Mooresville, NC 28115
Wilmington, NC 28405-3845
[phone]
[phone]
[phone]
Fax [phone]
Fax [phone]
Fax [phone]
Anson Moore
Alexander Lincoln
Brunswick New Hanover
Bladen Richmond
Cabarrus Mecklenburg
Carteret Onslow
Cumberland Robeson
Catawba Rowan
Columbus Pender
Hamett 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
Alleohany
Randolph
Ashe
Stokes
Caswell
Surry
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadkin
Guilford
FORM: AWO-STATE-G-DIGESTER-7/07/2022 Page 6 of 6

Murphy -Brown, LLC
Grower(s):
Farm Name:
10/28/2021
NUTRIENT UTILIZATION PLAN
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Wean to Finish
Feeder to Finish
Gilts
Storage Period:
Application Method:
2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
Murphy -Brown, LLC dba Smithfield Hog Production
2087 (Old 2037 & 2038), AWS820466
20992
>180 days
Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen
Either of these conditions may result in runoff to surface waters which is not allowed
under DWR regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1of11

This plan is based on the waste application method shown above. If you choose to change
methods in the future, you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. In some rases you may want to have plant analysis made, which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be Flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for speck crop production.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, ft', tons, etc.):
Capacity Type Waste Produced perAnimal Total
Farrow to Wean
3203 gaVyr
gaVyr
Farrow to Feeder
3861 gaVyr
galryr
Farrow to Finish
10478 gaVyr
galryr
Wean to Feeder
191 gaVyr
gaVyr
Wean to Finish
776 gaVyr
galryr
20992
Feeder to Finish
927 gaVyr
19,459,584 galryr
Gilts
1015 gaVyr
galryr
Boars
2959 galryr
allyr
Total 19,459,584 galryr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
Capacity Type Nitrogen Produced perAnimal Total
Farrow to Wean
3.84 lbs/yr
Ibstyr
Farrow to Feeder
6-95 Ibs/yr
Ibstyr
Farrow to Finish
18-86 bstyr
Ibstyr
Wean to Feeder
0,34 bs/yr
Ibstyr
Wean to Finish
1A Ibs/yr
Ibs/yr
20992
Feeder to Finish
1.67 Ibs/yr
35,057 Ibs/yr
Gifts
1.83 lbs/yr
Ibstyr
Boars
5.33 lbs/yr
Ibstyr
Total 35,057 Ibstyr
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage: 229.21
Total N Required 1st Year: 61706.37
Total N Required 2nd Year: 57294.93
Average Annual Nitrogen Requirement of Crops: 59,495.65
Total Nitrogen Produced by Farm: 35,056.64
Nitrogen Balance for Crops: (24,439.01)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2 of 11

Reception Area Specifications Yeerl are 2 Year Crop Rotation
Tract Field Irrigated Soil 1st Crop Time to 1st Crop let Crop Lbs WAc Lbs N Total [as N
Acrea e T Code A I Yield Ibs N/Unit Residual /Ac Utilized
2nd Crap Time to 2nd Crop 2nd Crop Lbs N/Ac Lbs N Total lbs N
Code Apply Yield Ibs WUnit Residual /Ac Utilized
Total
Lbe N/Ac
Total lba N
Utilized
T7258
P258
T7258
T7258
P258
P258
P258
P258
T7258
T7258
P258
T7258
P25B
P258
P258
P258
P256
T7258
P258
T7258
T7258
P258
P258
P268
P258
T7258
T7258
P258
T7258
P258
T7258
T7258
T7258
T7258
T7258
3A
38
3C
30
3E
6A
68
BC
BD
6E
6F
7A
7B
7C
BA
9A
98
t0A
108
11D
12B
12B
14A
14B
74C
15A
15B
17A
18A
186
19A
19B
19C
19D
19E
2.12
4.21
2.85
4.73
3.BB
3.59
3.73
4.59
5.93
5.26
5.53
4.65
4.03
3.43
4.85
3.%
2.97
1.48
5.17
3.58
3.17
4.17
4.18
4.21
4.69
4.64
5.36
3.50
4.32
4.83
7.96
6.15
4.32
3.36
1.54
Johns
Johns
Johns
Johns
Jahns
Norfolk
Norfolk
Norfopc
Norfolk
Norfolk
i Norfolk
Faoeville
Famville
FaCevilb
W rem
Wa ram
Lumbee
Wa ram
Lumbee
Wa ramqB
Wa ramMar-Se
NorfolkMar-Set
NorfolkMar-Se
NorfolkMar-Sat
NorfolkMar-Sept
NorfolkMar-Set
NorfolkMar-Sept
FeCavilleMar-Set
We remMar-Set
Wa ramMar-Sept
Au ills I
Autwlle
Auftyville
Autrywille
'te
D
D
D
D
D
BIC
a/c
BIC
a/c
BIC
BIC
BIC
B/C
BIC
B
B
D
B
D
BIC
BIC
BIC
BIC
BIC
Feb15June
FablSJune
Feb15June
Feb'15June
Febl5June
Mar -Se
Mar -Sept
Mar -Se
Mar -Sept
Mar -Sat
Mar -Set
Mar -Sept
Mar-S t
Mar -Se
Mar -Sept
Mar-Sept5,4
FeblSJune
Mar -Sept t
FeblSJune
MarSe
t
Mar -Sept
Mar -Sept
Mar -Set
Mar -Set
Mar -Set
144.0
144.0
144.0
144.0
144.0
8.5
6.5
8.5
6.5
6.5
8.5
6.0
6.0
6.0
5.4
138.0
5.4
138.0
5.4
5.4
6.4
6.4
6.4
8.4
6.4
6.4
8.0
5.4
5.4
5.5
5.5
5.5
5.5
5.5
0.8
0.9
0.9
0.9
0.8
40.25
40.25
40.25
40.25
40.25
40.25
38.5
38.5
38.5
36.75
38.75
0.9
38.75
0.9
38.75
38.75
34.6
46
48
46
46
46
38.5
36.75
36.75
42.875
42.8 55
42.875
42.875
42.875 1
15
15
15
15
15
1
75
15
114.60
114.60
114.60
114.60
114.60
261.63
i 261.63
267.63
261.63
261.63
261.63
231.00
231.00
231.00
798.45
198,45
109.20
198.45
109.20
798.45
198.46
220.80
294.40
294.40
294.40
294.40
294.40
231.00
198.45
198.45
235.81
235.81
235.81
235.81
235.81
242.95
482.47
303.69
542.06
444.65
939.23
975.56
1200.88
1551.44
1376.15
1446.79
1074.15
930.93
792.33
%2.48
789.83
324.32
293.71
564.56
710.45
748.16
920.74
1230.59
1239.42
1380.74
1368.02
1577.98
808.50
857.30
958.51
1877.07
1450.25
1018.71
792.33
363.15 1
N
N
N
N
N
K
K
K
K
K
K
K
K
K
K
K
N
K
N
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
Se t-A r
Se t- r
Sept -Apr
- r
Se t- r
Se t- r
Sept -Apr
Sept -Apr
Se t- r
Sept -Apr
Sept -Apr
Se t- r
Sept -Apr
Se r
Se r
- r
Sept -Apr
Se t• r
Se -
Sept -Apr
Sept -Apr
Sept -Apr
Sept -Apr
Sept -Apr
Set r
t• r
Sept -Apr
Se t- r
Se t- r
Sept -Apr
Sept -Apr
SW -Apr
Sept -Apr
Sept -Apr
Se r
55
55
55
55
55
1
1
1
1
1
1
7
1
7
7
1
50
1
50
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1.93
1.93
1.93
1.93
1.93
50
50
50
50
50
50
50
50
50
50
50
1.83
50
1.93
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
106.15
106.15
706.15
106.15
706.15
50.00
50.00
50.00
50.00
50.00
50.00
50.00
50.00
50.00
50.00
50.00
%.50
50.00
96.50
50.00
50.00
50,00
50.00
50.00
50.00
50.00
50.00
50.00
50.00
50.00
50.00
50.00
50.00
50.00
50.00
225.04
446.69
NO T819
502.09
471.86
179.50
1%.50
229.50
296.50
263.00
276.50
232.50
207.50
171.50
242.50
1%.00
286.61
74.00
498.91
179.00
188.50
208.50
209.00
210.50
234.50
232.00
268.00
175.00
216.00
241.50
398.00
307.50
216.00
165.00
77.00
220.75
220.75
220.75
220.75
220.75
311.83
311. 33
311.63
311.83
317.63
311.53
317.63
28t.00
287.00
248.45
248.45
205.70
248.45
205.70
248.45
248.45
270.80
344.40
344.40
344.40
344.40
344.40
281.00
248.45
248.45
265.87
285.81
285.81
285.81
285.81
467.99
929.36
584.99
1044.75
856.57
1118.73
1162.36
1430.36
7847.94
1639.15
t723.29
13%.29
7732.43
963.83
1204.98
988.83
610.93
367.71
1063.47
889.45
936.66
1729.24
1439.59
1449.92
1615.24
1598.02
1845.98
983.50
1073.30
1200.01
2275.07
1757.75
1234.71
960.33
440.15
P256
19F
0.78
Aut M
BIC
Mar -Sept t
5.5
42.875
235.81
183.93
K
Se -A r
1
50
50.00
39.00
285.87
222.93
Totals: 148.14 3272231 8773.19 41/95.50
3(a) of 11

Reception Area Specifications Year 2 of a 2 Year crop Rotation
Tract Field Irrigated Soil let Crop Tlme to tat Crop 1st Crop Lbe WAc Lbs N Total Ibs N
Aerea e T e Coda A I Yield gas NNnit Residual /Ac Utilized
2nd Crop Time to 2nd Crop 2nd Crop Lbe WAc Lbs N Total The N
Code A Yield Ibs N/Unit Residual /Ac Utilized
Total
Lb, WAe
Total Ibs N
Utilized
P258
T7258
T7258
T7258
T7258
T7258
T7258
T7256
T7258
P258
P258
T7256
T7258
T72587C
T7258
T7258
T7268
T7258
T7258
P258
T7250
T7258
T7258
T7258
T7258
T7258
P258
T7258
T7258
T7258
T7258
T72SS
T7258
T7258
3A
3B
3C
3D
3E
6A
68
6C
6D
6E
6F
7A
7B
BA
9A
9B
10A
10B
11D
11E
128
14A
14B
14C
15A
758
17A
18A
188
19A
1913
19C
190
2.12
4.27
2.55
4.73
3.68
3.59
3.73
4.59
5.93
5.26
5.53
4.65
4.03
3.43
4.85
3.98
2.97
1.48
5.17
3.58
3.77
4.17
4.18
4.21
4.69
4.64
5.36
3.50
4.32
4.83
7.96
6.15
4.32
3.36
Johns
Johns
Johns
Johns
Johns
Norfolk
Norfolk
Norfolk
Norfolk
Norfolk
Norfolk
Faceville
Faceville
Feceville
We ram
We ram
Lumbee
Wa rem
Lumbee
W ram
)"Gram
Norfolk
Norfolk
Norfolk
Norfolk
Norfolk
Norfolk
Faceville
Wa ram
Wa ram
AutryWle
Autryville
Autryville
Autryville
O
O
0
O
OApr-Sept
B/C
Bic
B/C
B/C
BIC
B/C
I BIC
I B/C
B/C
I B
8
OApr-Sept
B
OApr-Sept
B
B
B
C
C
C
C
C
B/C
B
B
B/C
BIC
BIC
BIC
r-Sept 15
Apr -Sept t 15
Apr -Sept 15
Set 15
15
Mar -Sat
Mar -Set
MarSe t
M.-sept
Mar -Set
Mar -Sept
Mar -Set
Mer-Sapt
MarSe t
Mer-Sat
Mer-Set
15
Mar -Sept
15
Mar -Sat
Mar -Set
Mar -Set
Mar -Set
Mar -Sat
Mar -Sept
Mar -Sept
Mar-S t
Mar -Set
Mar -Sat
Mar -Sat
Mar -Sat
Mar -Set
Mar -Set
Mar -Sept
38.0
38.0
38.0
38.0
38.0
6.5
6.5
8.5
6.5
8.5
8.5
6.0
6.0
6.0
5.4
5.4
35.0
5.4
38.0
5.4
5.4
6.4
6.4
6.4
6.4
SA
6.4
6.0
5.4
5.4
5.5
5.5
5.5
5.5
3.87
3.87
3.87
3.87
3.87
40.25
40.25
40.25
40.25
40.25
40.25
36.5
W.5
38.5
38.75
36.75
3.87
36.75
3.87
36.75
1 38.75
34.5
46
46
48
46
46
38.5
36.75
36.75
42.875
42.075
42.875
42.875
1
1
147.06
i47.06
147.06
147.06
147.06
261.63
261.63
261.63
261.53
261.63
261.83
231.00
231.00
231.00
198.45
198.45
147.06
198.45
147.06
198.45
198.45
220.80
1 294.40
1 294.40
294.40
294.40
294.40
231.00
198.45
198.45
235.81
235.81
235.81
235.81
311.77
619.12
389.71
695.59
570.59
939.23
975.86
1200.86
1551.44
1376.15
1446.79
1074.15
930. 33
792.33
962.48
789.83
438.77
293.71
760.30
710.45
748.16
920.74
1230.59
1239.42
1380.74
1366.02
1577.98
808.50
857.30
958.51
1877.07
1450.25
1018.71
792.33
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
Sept -Apr
Sept -Apr
Sept -Apr
Sept -Apr
Bet r
Sept -Apr
Sept -Apr
Sept -Apr
Se -A r
Sept -Apr
Sept -Apr
Sept -Apr
Sept -Apr
Sept -Apr
Se t- r
Sept -Apr
Sept -Apr
Sept -Apr
Sept -Apr
Sept -Apr
Sept -Apr
Sept -Apr
Sept -Apr
SeptmApr
Se r
Sept -Apr
Sept -Apr
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
50
50
50
50
50
50
50
50
1 50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
0.00
0.00
0.00
0.00
0.00
50.00
50.00
50.00
50.00
50.00
50.00
W.00
50.00
50.00
50.00
50.00
0.00
50.00
0.00
50.00
50.00
50.00
1 50.00
1 50.00
50.00
50.00
50.00
50.00
50.00
50.00
50.00
50.00
50.00
50.00
0.00
0.00
0.00
0.00
0.00
779.50
186.50
229.50
296.50
263.00
276.50
232.50
201.50
171.50
242.50
199.00
0.00
74.00
0.00
179.00
788.50
208.50
209.00
210.50
234.50
232.00
268.00
175.00
216. 00
241.50
390.00
307.50
216.00
168.00
147. 66
141.06
147.06
147.06
147.06
311.63
311.63
311.63
311.63
311.63
317.63
1 251.00
281.00
1 281.00
1 248.45
248.45
147. 66
248.45
147.06
248.45
248.45
270.80
344.40
344.40
344.40
344.40
344.40
281.00
248.45
248.45
285.81
285.81
285.81
285.81
311.77
619.12
389.71
695.59
570.59
1118.73
1162.36
1430.36
7847.94
1847,94
1723.29
1306.65
7132.43
963.83
1204.98
988.83
436.77
367.71
780.30
889.45
936.66
1129.24
1439.59
1449.92
1615.24
t598.02
1845.98
983.50
1073.30
1200.01
2275.07
1757.75
1234.71
980.33
T7258
19E
1.54
Autryville
B/C
Mar -Se l
5.5
42.875
235.81
363.15
K
Sept -Apr
1
50
50.00
77.00
285.81
440.15
T7258
19F
0.78
Au iAe
BIC
Mar -Sept
5.5
42.875
235.81
183.93
K
Sept -Apr
1
50
50.00
39.00
205.81
222.93
Totals: 148.14 33001.48 8fI0.50 39721.98
3(b) of 11

Reception Area Specifications Year 1 of 2Year Crop Rotation
Tract Field Irrigated Soil 1st Crop Time to 1st Crop tat Crop Lba WAc Lbs N Total ibs N
Acres e Type Code Aoolv Yield Ibe WUnit Residual IAc Utilized
Additional Acrea Ior Aerwa Application
2ntl Crop Time to 2ntl Crop 2ntl Crop Lbs NIAc Lbs N Total Ibs N
Code Apply Vleltl Ibs NNntt Realtlual /Ae Utilized
Total
Los NIAC
TOW lb"
Utilized
P258
T7258
T7258
P258
P258
T7258
T7258
P258
P258
T7258
T7258
P258
T7258
P258
P258
T7258
P258
FItl1
Sub3A
Sub39
Sub3C-D
Sub3E
Fld5A
FIdSB
Rld C
Sub6
Sub7
Sub8&9A
Sub9B
SubtOB
Sub11DE
Sub12
BUD14815
Sub78
Sub79
14.35
0.43
1.24
1.24
1.89
3.77
3.29
3.86
3.43
7.97
1.84
2.06
2.43
6.44
9.73
5.48
5.17
4.16
Johns
Johns
Johns
Johns
Johns
Johns
Johns
Johns
Norfolk
Faceville
Wa ram
Lumbee
Lumbee
We ram
We rem
Norfolk
Wa rem
Aut isle
D
D
D
D
D
D
D
D
B1C
B/C
B
D
D
B
B
C
B
Bic
Fabl5June
Feb75June
Feb75•Jum
Feb15-June
Feb15-June
Feb15-June
Feb75June
Tool 5 June
Mer-Sept
Mar -Set
Mar -Set
Feb15-Jura
Feb15-June
Mar -Set
Mar -Set
Mar -Sept
Mar -Sept
Mer-Sept
144.0
144,0
144.0
144.0
1M.0
1 44.0
144.0
144.0
6.5
6.D
5.4
133.0
138.0
SA
5.4
6.4
5.4
5.5
0.9
0.9
0.9
0.9
0.9
0.9
0.9
0.9
40.25
38.5
36.75
0.9
0.9
36.75
36.75
46
36.75
42.875
75
15
15
15
15
55
15
15
15
15
1 114.60
114.60
774.60
114.60
114.60
1t4.60
774.60
114.60
26163
231.00
198.46
109.20
109.20
198.45
198.45
294.40
798.45
235.81
1644.57
49.28
404.64
142.10
216.59
432.04
377.03
442.36
897.37
1841.07
365.15
224.95
265.36
1278.02
1930.92
1613.31
1025.99
980.98
N
N
N
N
N
N
N
N
K
K
K
N
N
K
K
K
K
K
Sept -Apr
Se r
Se ,A
Se -A r
Se -q r
Sept -Apr
Sept -Apr
Se -A r
Se Sept -Apr
Se r
Se -A r
Se -A
Se t-A r
Se t-A r
Sept -Apr
Se -A r
Se - r
Sept -Apr
55
55
55
55
55
55
55
55
1
1
1
50
50
1
7
7
1
1
1 1.93
1.83
1.93
1.93
7.93
1.93
1.93
1.93
50
50
50
1.93
193
50
50
50
50
50
106.15
106.15
5
5
50.00
50.00
50.00
50.00
7523.25
45.64
374.71
131.63
200.62
400.19
349.23
409.74
171.50
398.50
98.0
198.79
234.50
m
322.00
486.50
274.00
258.50
208.00
220.75
220.75
220.75
220.75
220.75
220, 75
220.75
220.75
3t1.63
311.63
281.00
205.70
205.70
248.45
248.45
344.40
248.45
285.81
3167.76
94.92
779.25
273.73
417.22
832.23
726.27
852.10
1068.87
1066.87
239.5P258
67.15
423.74
499.85
1600.02
2417.42
1887.31
t28a.49
1188.98
O Nona/
for Row
Crop FINda
Only
I
Any
Johns
e t75
4.3
48
206.40
0.00
An
Lumbee
e t15
3.8
48
182.40
0.00
An
Norfolk
e n5
5.5
51
280.60
0.00
An
W ram
e t15
4.9
54
254.60
0.00
An
Johns
e t15
jApr-SeptlS
4.3
36
154.80
0.00
An
Lumbee
e t75
3.8
38
136.80
0.00
An
Norfolk
e t75
5.5
38.25
210.38
0.00
An
We ram
e t15
4.9
40.5
198.45
0.00
An
An
t- r
1.0
75
75.00
0.00
An
-A r
1.0
30
30.00
0.00
Any
MY I
W I
Mar -Sept
1 1.0
Be
60.00
0.00
NOTE. Deduct
residual 15lbs NNo
born
riffingpANnueorencrop
following
soybeans
N
deduction not alma taken above.
Tools: 91.07 14131.57 6079.In 20210.87
3(c) of 11

Reception Area Specifications Year 2 or a 2 Year Crop Rotation
Tract Field Irrigated Soil let Crop Time to 1st Crop tat Crop Lbs N/Ac Lbs N Total lea N
Acres e Type Code Apply Yield The WUnit Residual /Ac Utilized
Addptmal Acreage for Asr ay Amlicaffon
2nd Crop Time to 2nd Crop 2nd Crop Lbs WAc Lbs N Total Ibs N
Code Apply Yield The N/Unit Residual /Ac Utilized
Total
Lbs N/Ac
Total I N
Utilized
P258
T7258
T7258
T7258
T7258
P258
T7268
T7258
T7258
T7258
T7258
T7258
T7258
P258
T7258
P258
T7258
T7258
Fldt
Bub3A
$ub3B
Sub3C-D
Su63E
FMSA
Fld5B
d C
Sub6
Sub?
3YDB69A
Sub9B
Sub10B
Sub11 DE
Subl2
Sub74815
Sub78
Su019
1 14.35
0.43
3.53
1.24
3.77
3.P
3.29
3.86
3.43
i.Bb
1.84
2.06
2A3
6.44
9.73
5.48
5.17
4.16
Johns
Johns
Johns
Johns
Johns
Johns
Johns
Johns
Norfolk
Facevilla
Wa rem
Lumbee
Lumbee
We rem
Wa rem
Norfolk
We ram
Authiville
O
O
O
0
O
O
O
O
a/c
B/C
B
O
O
B
B
C
B
BIG
-Set 15
Se 15
Apr -Sept t 15
Apr-Sept15
Apr•SB t 15
Apr -Sept 15
A r-Se t 15
A r-Se 15
Mar -Sept
Mar -Sept
Mar -Sept
Apr -Sept 15
Apr -Sept 15
Mar -Sept
Mar -Sept
Mar -Sept
Mar -Set
Mar -Sept
30.0
38.0
38.0
38.0
38.0
38.0
38.0
38.0
6.5
6.0
5.4
38.0
38.0
5.4
5.4
6.4
5.4
5.5
3.87
3.87
3.87
3.87
3.87
3.87
3.87
3.87
40.25
38.5
36.75
3.87
3.87
38.75
36.75
46
38.75
42.875
147.06
147.06
147.05
147.D6
747.08
147.06
147.06
147.06
261.63
231.00
ISSAS
147.06
147.06
198.45
198.45
294.40
198.45
236.81
2110.31
63.24
519. 22
182.35
277. 44
554.42
483.83
567.65
897.37
1841.07
365.15
302.94
357.36
1278.02
1930.92
1613.31
1025.99
980.98
K
K
K
K
K
K
K
K
Sept -Apr
Se -A r
Se -A r
Se -A r
Se - r
Se -A r
Se -A
Sept -Apr
1
1
1
1
1
1
1
1
50
50
50
50
50
50
SD
50
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
5.00
50.00
50.00
0.00
0.00
50.00
50.00
50.00
50.00
50.00
0.00
0.00
0.00
0.00
0.00
0.00
O.OD
0.00
177.50
398.50
92.OD
0.00
0.00
322.00
486.50
274.00
258.50
208.00
147.06
147.06
147.D6
147.06
147.06
147.06
147.06
t47.06
311.06
287.00
248.45
147.06
147.06
248.45
248.45
344.40
240.45
285.81
2110.31
63.24
63.24
519.12
35
277.94
554.42
483.83
567.65
567.67
2239.57
457.t5
302.94
357.36
1600,02
2417.42
1887.31
1284.49
1t88.98
Teb/a: 81.07 15301.97 2211.00 175OZ97
3(d)or 11

This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care
should be exercised not to let small grain reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will definitely interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code
Crop
Description -Harvested As
A
Barley
Grain Crop
B
Grazed Hybrid Bennudagrass
Pasture/Grazed
C
Hybrid Bermudagrass Hay
Hay
B/C
Comb. Hybrid Bermudagrass
Graze/Hay Combination
D
Corn - Grain
Grain Crop
E
Corn - Silage
Silage
F
Cotton
Cotton Lint
G
Grazed Fescue
Pasture/Grazed
H
Fescue Hay
Hay
I
Oats
Grain Crop
d
Rye
Grain Crop
K
Grazed Overseed
Pasture/Grazed (Seeded in Bermudagrass)
L
Overseed Hay
Hay (Seeded in Bermudagrass)
M
Grain Sorghum
Grain Crop
N
Wheat
Grain Crop
O
Soybean
Grain Crop
P
Pine Trees
Pine Trees
S
Small Grain
Grain Crop/ Hay (After Grain Crop)
cc
Cover Crop
Not Harvested; Burned/Disked In
SWG
Swithgrass
Biomass Crop
Q
Millet Hay
Hay
QG
Grazed Millet
Pasture/Grazed
SG
Small Grain Grazed
Pasture/Grazed
W
Wildlife Habitat
Harvested by Wildlife
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers, fitter strips along ditches, odd areas unable to be irrigated, and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed may, and most likely will be, more than the acres shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
4 of 11

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications
PAN/ r/animal Farm Total r
Farrow to Wean
0.8
Farrow to Feeder
0.96
Farrow to Finish
3.9
Wean to Feeder
0.07
Wean to Finish
0.27
20992 Feeder to Finish
0.34 7137.28
Gifts
0.39
Boars
0.55
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 7137.28 pounds of plant available nitrogen per year and will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
If you remove the sludge every 5 years, you will have approximately 35686.4 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 118 acreas of land. If you apply the sludge
to com at a rate of 125 pounds per acre, you will need 285.4912 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil
structure, soil texture, water droplet size, and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
'This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for >180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
5of11

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts
Tract
Hydrant
Soil
Type
Crop
Application Rate
in/hr
Application Amount
inches
T7258
3A
Johns
D
0.45
1
T7258
3B
Johns
D
0.45
1
T7258
3C
Johns
D
0.45
1
T7258
3D
Johns
D
0.45
1
T7258
3E
Johns
D
0.45
1
T7258
6A
Norfolk
B/C
0.5
1
T7258
6B
Norfolk
B/C
0.5
1
T7258
6C
Norfolk
B/C
0.5
1
T7258
60
Norfolk
B/C
0.5
1
T7258
6E
Norfolk
B/C
0.5
1
T7258
6F
Norfolk
B/C
0.5
1
T7258
7A
Faceville
B/C
0.35
1
T7258
7B
Faceville
B/C
0.35
1
T7258
7C
Faceville
B/C
0.35
1
T7258
8A
Wagram
B
0.6
1
T7258
9A
Wagram
B
0.6
1
T7258
9B
Lumbee
D
0.5
1
T7258
t0A
Wagram
B
0.6
1
T7258
108
Lumbee
D
0.5
1
T7258
11D
Wagram
B
0.6
1
T7258
11 E
Wagram
B
0.6
1
T7258
12B
Norfolk
B
0.5
1
T7258
14A
Norfolk
C
0.5
1
T7258
14B
Norfolk
C
0.5
1
T7258
14C
Norfolk
C
0.5
1
T7258
15A
Norfolk
C
0.5
1
T7258
15B
Norfolk
C
05
1
T7258
17A
Faceville
B/C
0.35
1
T7258
18A
Wagram
B
0.6
1
T7258
18B
Wagram
B
0.6
1
T7258
19A
Autryville
B/C
0.6
1
T7258
19B
Autryville
B/C
0.6
1
T7258
19C
Autryville
B/C
0.6
1
T7258
19D
Autryville
B/C
0.6
1
T7258
19E
Autryville
B/C
0.6
1
T7258
19F
Autryville
B/C
0.6
1
6of11

Additional Comments:
This plan revised to update the production and application rates to match the
current rates as listed on the NCSU Nutrient Management website and to
add more crop options to some of the row crop fields.
This plan revised 7/26/2019 done to reflect the removal of pulls 1A-1 D and
5A-5B. These pull acreages have been added to the subfield acres. All other
parameters remained the same.
12/10/2019 Removed pulls 1 la 11 b 11c and subl1A-C for digester.
4/7/2020 This is a revision of the plan previously done by Kevin Weston
This revision changed fields 8A 9A,10A 11 D 11 E 12B 18A 186 Sub 8&9
Sub 11DE,Sub12 and Sub18 from BC to Band changed 14A 14B 14C 15A
15B and Sub14&15 from row crops to C.
10/28/2021 - This plan not revised only updated the irrigation map to reflect
removal of Field/Pulls 11A-C due to new digester.
7of11

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: 2087 (Old 2037 & 2038); AWS820466
Owner: Murphy -Brown, LLC dba Smithfield Hog Production
Manager:
Owner/Manager Agreement:
I/we understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. I/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWR before the new
animals are stocked.
I/we understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWR upon request.
Name of Facility Owner: Murphy -Brown, LLC dba Smithfield Hoq Production
Signature: 4 U n/
=1 — Date
Name of Manager (if different from owner):
Signature:
Date
Name of Technical Specialist:
Affiliation:
Address:
Telephone:
Signature:
Date
8of11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste- If the producer
does not own adequate land to properly dispose of the waste, he/she shall provide
evidence of an agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the responsibility of the
owner of the waste production facility to secure an update of the Nutrient Utilization Plan
when there is a change in the operation, increase in the number of animals, method of
application, recieving crop type, or available land.
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.
Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land eroding at more than 5 tons per acre per year but less than 10 tons
per acre per year provided grass filter strips are installed where runoff leaves the field
(See USDA, NRCS Field Office Technical Guide Standard 393 - Filter Strips).
Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the land application field.
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)
Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control odor and
flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
9of11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
Animal waste shall be applied on actively growing crops in such a manner that the crop is not
covered with waste to a depth that would inhibit growth. The potential for salt damage from
animal waste should also be considered.
10 Nutrients from waste shall not be applied in fall or winter for spring planted crops on soils with a
high potential for leaching. Waste/nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall
not be applied more than 30 days prior to planting of the crop or forages breaking dormancy.
11 Any new swine facility sited on or after October 1, 1995 shall comply with the following: The
outer perimeter of the land area onto which waste is applied from a lagoon that is a component of
a swine farm shall be at least 50 feet from any residential property boundary and canal. Animal
waste, other than swine waste from facilities sited on or after October 1, 1995, shall not be
applied closer than 25 feet to perennial waters.
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those owned by
the landowner.
14 Waste shall be applied in a manner not to reach other property and public right-of-ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by discharge
or by over -spraying. Animal waste may be applied to prior converted cropland provided the fields
have been approved as a land application site by a "technical specialist'. Animal waste shall not
be applied on grassed waterways that discharge directly into water courses, and on other grassed
waterways, waste shall be applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16 Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall not be
discharged into the animal waste management system.
10 of 11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
17 A protective cover of appropriate vegetation will be established on all disturbed areas (lagoon
embankments, berms, pipe runs, etc.). Areas shall be fenced, as necessary, to protect the
vegetation. Vegetation such as trees, shrubs, and other woody species, etc., are limited to areas
where considered appropriate. Lagoon areas should be kept mowed and accessible. Berms and
structures should be inspected regularly for evidence of erosion, leakage, or discharge.
18 If animal production at the facility is to be suspended or terminated, the owner is responsible for
obtaining and implementing a "closure plan" which will eliminate the possibility of an illegal
discharge, pollution and erosion.
19 Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular basis to
prevent breakdowns, leaks and spills. A regular maintenance checklist should be kept on site.
20 Animal waste can be used in a rotation that includes vegetables and other crops for direct human
consumption. However, if animal waste is used on crops for direct human consumption, it should
only be applied pre -plant with no further applications of animal waste during the crop season.
21 Highly visible markers shall be installed to mark the top and bottom elevations of the temporary
storage (pumping volume) of all waste treatment lagoons. Pumping shall be managed to
maintain the liquid level between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
22 Waste shall be tested within 60 days of utilization and soil shall be tested at least annually at crop
sites where waste products are applied. Nitrogen shall be the rate -determining nutrient, unless
other restrictions require waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the soil shall be monitored
and alternative crop sites shall be used when these metals approach excessive levels. pH shall be
adjusted and maintained for optimum crop production. Soil and waste analysis records shall be
kept for a minimum of five years. Poultry dry waste application records shall be maintained for a
minimum of three years. Waste application records for all other waste shall be maintained for a
minimum of five years.
23 Dead animals will be disposed of in a manner that meets North Carolina regulations.
11 of 11

Farm 2087
AFarrnns20377 � 2035)
Pullp Acres
3A 2.12
38 4.21
3C 2.65
3D 4.73
3E 3.88
6A 3.59
68 3.73
6C 4,59
6D 5.93
6E 5.26
6F 5.53
7A 4.65
78 4.03
7C 3.43
8A 4.85
9A 3.98
98 2.97
10A 1.48
10B 5.17
11D 358
11E 3.77
128 4.17
14A 4.18
148 4.21
14C 4.69
15A 4.64
158 5.35
17A 3.50
18A 4.32
188 4.83
19A 7.96
198 6.15
19C 4.32
190 3.36
19E 1.54
19F 0.78
Total 148.14
Totol Field 3A - 2,55 Ac.
Wetted - 2.12 Ac.
Sub 3A = 0.43 Ac.
Total Field 38 - 7.74 Ac.
Wetted = 4.21 Ac.
Sub 3B - 3.53 Ac.
Total Field 3C-D = 8.62 Ac
Wetted - 7.38 Ac.
Sub 3C-D - 1,24 Ac,
Total Field 3E = 5.77 Ac.
Wetted 3.88 Ac.
Sub 3E - 1.89 Ac.
Total Field 5A = 3.77 Ac.
Total Field 58 - 3,29 Ac.
Total Field 5C = 3.86 Ac.
Total Field 1 -
Total Field 18 - 14.32 Ac.
Wetted >• 9.15 Ac. /
Sub 18 5.17 Ac.
Total Field 6 = 32.06 Ac.
Wetted 28.63 Ac.
Sub 6 - 3.43 Ac. Form 2037
Total Field 12 - 13.90 Ac.
Wetted - 4.17 Ac.
Sub 72 - 9.73 Ac.
Farm
Digester
Total Field 110-E = 15.27 Ac.
Wetted = 8,83 Ac.
Sub 11D-E = 6.44 Ac.
'2
eci fications:
Ag Rain Reel w 1000'+ Hose
Nelson 150 Big Gun
w/1.18* Nozzle ® 50 PSI
300' WD; 205 GPM
Total Field 19 - 28.27 Ac.
Wetted - 24.11 Ac.
Sub 19 - 4.16 Ac.
Total Field 14&15 - 28.56 Ac.
Wetted = 23.08 Ac.
Sub 14&15 - 5.48 Ac.
Total Field 7 - 23,58 Ac.
Wetted - 15.61 Ac.
Sub 7 7.97 Ac.'
Total Field 8&9 = 10.67 Ac.
Wetted - 8.83 Ac.
Sub 8&9 - 1.84 Ac.
Total Field 98 - 5.03 Ac.
Wetted - 2.97 Ac.
Sub 98 - 2.06 Ac.

n W.h - eoori 10/2021 - Revised to reflect removal of Field/Pulls 11A-C for Digester

(Rho
Gm
I �' I �' /V �'
fill
k

Sheetl
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Murphy -Brown, LLC - Farm 2087; AWS820466
Address: P.O. Box 856 Wetted Acres
Warsaw, NC 28398
Telephone: [phone]
Digester Addy.
Table 1 - Field Specifications
County: Sampson
Date: 1 /2/2014
Revised: 7/26/2019
Revised: 10/27/2021
Approximate Maximum
Maximum Maximum Application
Useable Size Application per Irrigation
Field of Field Rate Cycle
Number (acres) Soil Tvoe SIODe % Cronlsl (In/hr) (inched RnmmeMc
3A
2.12
Johns
0-5
Row Crops
0.5
1
Pull 3A
3B
4.21
Johns
0-5
Row Crops
0.5
1
Pull 3B
3C-D
7.38
Johns
0-5
Row Crops
0.5
1
Pulls 3C-3D
3E
3.88
Johns
0-5
Row Crops
0.5
1
Pull 3E
6
28.63
Norfolk
0-5
Bermuda / Small Grain
0.5
1
Pulls 6A-6F
7
15.61
Faceville
0-5
Bermuda / Small Grain
0.5
1
Pulls 7A-7C & 17A
8&9
8.83
Wa ram
0-5
Bermuda / Small Grain
0.5
1
Pulls 8A & 9A
9B
2.97
Lumbee
0-5
Row Crops
0.5
1 1
Pull 9B
10B
5.17
Lumbee
0-5
Row Crops
0.5
1
Pull 10B
11 D-E
8.83
Wa ram
0-5
Bermuda / Small Grain
0.5
1
Pulls 11 D-11 E & 10A
12
4.17
Norfolk
0-5
Bermuda / Small Grain
0.5
1
Pull 12B
14&15
23.08
Norfolk
0-5
Row Crops
0.5
1
Pulls 14A-15B
18
9.15
Wa ram
0-5
Bermuda / Small Grain
0.5
1
Pulls 18A-18B
19
24.11
Aut ville
0-5
Bermuda / Small Grain
0.5
1
Pulls 19A-19F
148.14

Sheet2
TABLE 2 - Travelling Irrigation Gun Settings
Field No. Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hydrant No. (ft/min) (in/hr.) Width(ft_) Lenoth(ft) (fpptl rinnhpe) r r_ ins 1 ,. se o « ._
3A
5.48
0.69
135
_--
295
.__.
300
...........
1.18
--' v'
50
a. ivvJ JJj
90
1 CUM 11
180
wInnIcIns-MVles per puii
1 2.12
36
2.99/5.48
0.38/0.69
270/187
2631382
300
1.18
50
90
330/180
4.21
3C
5.48
0.69
151
550
300
1.18
50
90
180
2.65
3D
2.99
0.38
270
538
300
1.18
50
90
330
4.73
3E
2.99
0.38
270
430
300
1.18
50
90
330
3.88
6A
2.99
0.38
270
354
300
1.18
50
90
330
3.59
68
2.99
0.38
240
437
300
1.18
50
90
330
3.73
6C
2.99
0.38
240
594
300
1.18
50
90
330
4.59
6D
2.99
0.38
240
836
300
1.18
50
90
330
5.93
6E
2.99
0.38
240
716
300
1.18
50
90
330
5.26
6F
2.99
0.38
270
666
300
1.18
50
90
330
5.53
7A
2.99
0.38
270
524
300
1.18
50
90
330
4.65
7B
2.99
0.38
240
491
300
1.18
50
90
330
4.03
7C
2.99
0.38
240
383
300
1.18
50
90
330
3.43
8A
4.39/2.99
0.56/0.38
1921270
539/174
300
1.18
50
90
220/330
4.85
9A
2.99
0.38
270
417
300
1.18
50
90
330
3.98
9B
5.48
0.69
160
627
300
1.18
50
90
180
2.97
10A
5.48
0.69
184
243
300
1.18
50
90
180
1.48
10B
2.9914.39
0.3810.56
270/199
268/623
300
1.18
50
90
330/220
5.17
11 D
5.48/2.99
0.69/0.38
120/270
2511342
300
1.18
50
90
180/330
3.58
11 E
2.99
0.38
270
382
300
1.18
50
90
330
3.77
12B
2.99
0.38
270
478
300
1.18
50
90
330
4.17
14A
3.26
0.38
260
575
300
1.18
50
90
330
4.18
14B
3.26
0.38
260
580
300
1.18
50
90
330
4.21
14C
2.99
0.38
270
561
300
1.18
50 1
90 1
330
4.69
15A
3.26
0.38
260
653
300
1.18
50
90
330
4.64
158
3,26
0.38
260
773
300
Ti
50
90
330
5.36
17A
2.99
0.38
270
339
300
1.18
50
90
330
3.50

Sheet2

Sheet3
TABLE 3 - Solid Set Irrigation Gun Settings
Field No Wetted Hydrant Spacing(ft) Application Nozzle Operating Operating
and Number of Diameter Along Between Rate Diameter Pressure Time
0.00

Sheet4
TABLE 4 - Irrigation System Specifications
Traveling
Solid Set
Irriciation Gun
Irrigation
Flow Rate of Sprinkler m
205
0
Operating Pressure at Pump (psi)
90.9
#DIV/0!
'Design Precipitation Rate in/hr
0.34
0.00
Hose Length feet
1000+
XXXXXXXX
Type of Speed Compensation
Mechanical
XXXXXXXX
Pump Type PTO, Engine, Electric
Engine
En ine
Pump Power Requirement h
#DIV/0!
#DIV/01
TABLE 5 - Thrust Block Specifications
6"
4"
2"
THRUST BLOCK
THRUST BLOCK
THRUST BLOCK
LOCATION
AREA (sq. ft.
AREA (sq. ft.
AREA (sq. ft.
90 degree bend
8.8
4.3
1.1
Dead End
6.2
3.0
0.8
Tee
4.4
2.1
0.5
Gate Valve
6.2
3.0
0.8
45 degree bend
4.7
2.3
0.6
Page 1

Sheets
IRRIGATION SYSTEM DESIGNER
Name: Micah Kevin Weston, CID
Company: Murphy -Brown, LLC dba Smithfield Hog Production
Address: 2822 Hwy 24 West, P.O. Box 856 Warsaw, NC 28398

The following details of design and materials must accompany all irrigation designs:
—
1. A scale drawing of the proposed irrigation system which includes hydrant locations, pipelines, thrust block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system
6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE.
8. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 25' or wider must be maintained between the limits of the irrigation system and all
perennial streams and surface waters per NC Statutes.

Sheet6
Narrative of Irrigation System Operation
This design is for a "wetted acreage" determination for an existing facility. The acres were calculated based on
the equipment specified and the charts created by NCSU for calculating Area Allowances for Hard Hose
Traveler Systems.
Refer to owner's manual and irrigation dealer for information on maintenance, winterization, and operation of
This revision dated 7/26/2019 done due to the removal of pulls 1A-11D and 5A-513. These pull acreages have
been added to the subfield acres. All other parameters remained the same.
This revision dated 10/27/2021 done to reflect the removal of Field/Pulls 11A-C due to the addition of the
digester. All other parameters remained the same.

Sheet7
CALCULATIONS
Sprinkler Specifications
Sprinkler Type:
Nelson 150
Nozzle Size
1.18 inches
Sprinkler Pressure:
50 psi
Flowrate(GPM):
205 gpm
Wetted Diameter:
300 feet • Reflects field measurement
Lane Spacings
Desired Spacing (%): 70 %
Design Spacing(feet): 210 'PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet): 240 feet
Actual Spacing (%): 80 %
Application Rate
Application Rate =(96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate = 0.34 in/hr
300 degree arc = 0.41 in/hr 330 degree arc = 0.38 in/hr
220 degree arc = 0.56 in/hr
180 degree arc = 0.69 in/hr
Traveller Speed
Travel speed = 1.605 x Flowrate / Desired application amount x Lane Spacing
Desired app. (in.) = 0.5 inches
300 degree arc = 3.29 ft/min
220 degree arc = 4.39 ft/min
180 degree arc = 5.48 ft/min
Mainline Velocity
360 degree arc = 2.74 ft/min
330 degree arc = 2.99 ft/min
Velocity = .408 x Flowrate / pipe diameter squared feet/sec."
'For buried pipelines, velocity should be below 5 feet per second
Pipe size: 6 inches
Velocity= 2.32 ft/sec.
Page 1

Sheet?
CALCULATIONS
Sprinkler Specifications
Sprinkler Type:
Nelson 150
Nozzle Size:
1.18 inches
Sprinkler Pressure:
50 psi
Flowrate(GPM):
205 gpm
Wetted Diameter:
300 feet Reflects field measurement
Lane Spacings
Desired Spacing (%): 70 %
Design Spacing(feet): 210 *PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet): 220 feet
Actual Spacing (%): 73 %
Application Rate
Application Rate =(96.3xFlowrate)/(3.1415x(_9xradius)squared)
Design App. Rate =
0.34 Whir
300 degree arc =
0.41 in/hr 330 degree arc = 0.38 in/hr
220 degree arc =
0.56 in/hr
180 degree arc =
0.69 in/hr
Traveller Speed
Travel speed = 1.605 x Flowrate / Desired application amount x Lane Spacing
Desired app. (in.) = 0.5 inches
300 degree arc = 3.59 ft/min
220 degree arc = 4.79 ft/min
180 degree arc = 5.98 ft/min
Mainline Velocity
360 degree arc = 2.99 ft/min
330 degree arc = 3.26 ft/min
Velocity = .408 x Flowrate / pipe diameter squared feet/sec.**
**For buried pipelines, velocity should be below 5 feet per second
Pipe size: 6 inches
Velocity= 2.32 ft/sec.
Page 1

Sheet8 (2)
Farm 2087 (Old 2037 & 2038); AWS820466
_
Acrea a Calculations 1/2/2014 -
_ _t
Width
Length
Removed pulls 1A-1 D & 5A-5B - 7/26/2019
Acres Total Acres Start End Stop End
Removed
pulls 11A-C - 10/27/2021)
Total
Pull #
L j
_' ft.
(midsection)
(midsection)
ac. ac. _
0.66 0
j Pull Acres
2.12
3A
j 135
295
0.914
0.914
3B 270
_ 263
1.630
3.270
0.660
0.275
4.21
_
187
382
1.640
0,000
_
0.000 -
_
0.000
0.00--
3C
1 151
550
1.907
1907.
0.431
0.315
_
22 65
3D
- 270
538
3.335
3.335
0.770
0,630
3E _
270 _1
430
_
2.665
_
2.665
0,660
0.550
i 3.88
6A
270
354
1 2.194
2.194
_
0.770
0,630
3.59
6B
240
437
2.408
2A08
0.730
0.590
3.73
_
6C
240
594
3.273
1 3.273
0.730
0.590
4.59
6D
240
836
4.606
4.606
! 0.730
0.590
5.93
_
6E
240
716
3.945
3.945
0.730
0.590
5.26
6F
270
666 _
4.128
4.128
0.770
0.630
5.53
7A
270
524
3.248
3.248
0.770
0.630
_
4,65
78
240
491
2.705
2.705
0.730
0.590
4.03
7C
240
383
2.110
2.110
0.730
0.590
3.43
8A
192
! 539
2.376
- 3.454
0.770
0.630
4.85
270
174
1.079
0.000
0.000
0.000
0,00
9A
270
417
2.585
2.585
0.770
, 0.630
_ _
3.98
_
9B
160
627
2.303
2.303
0,391
0.275
2.97
10A
184
243
1.026
1.026
0.450
, 0.000
1.48
48
11171
10B
270
268
1.661
4,507
0.660
- 0.000
199
1 623
2.846
0.000
. 0.000
0.000
O.00
11 D
120
270
251
342
0.691
2.120
2.811
0.000
0.770
0.000
0.000
0.000
_ 3.581
O.00
11 E
270
382
2.368
2.368
0.770
0.630 1
3.77
128
270
478
t 2.963
2.963
0.660
0.550
4.17
14A
260
575
3.432
3,432
0.746
0.000
4.18
14B
260 _
580
_
3,462
3.462
0.746
0.000
4.21
-
14C
270
561
3.477
3.477
0.660
0.550
4.69
15A
260
653
3-898
3.898
0.746
0.000
4.64
15B 260
y
773
4.614
4.614
0.746
0.000
5.36
17A
270
339
2.101
2.101
0.770 '
0.630
3.50;
18A
270 1
590
3.657
3.657
0,660
0.000
4.32'
18B
270
672
4.165
4.165
0.660
0.000
4.83
19A
260
1106
6.601
6.601
0.746
0.612
7.96
19B
220
975
4.924
4.924 1
0.54419C
220
613
_
3.096
3.09
jO.;678
678
0.19D
220
423
2.136
2.136
678
0.544
3.36
19E
260
31
0.185
0.185
0.746
0.612
1.54
_
19F
135
57
0.177
0.177
0.330
0.275
0.78
0
0
0.000
0,000
0,000
0.000
0.00
0
0
0.000
a000
0.000 !
_
0.000 -
0.00
0
0
0
0.000
0.000
0.000
0.000
0.00
_ �-
0
0.000
_
0.000
0.000
0.000
0.00
_
0
0
0.000
0.000
0.000
0.000
11
_
0
0 _
0.000
0.000
0.000
0.000
0.0W
_
Total Acres
148.14
_
Page 1

Form 2087 (Forms 2037 & 20M) Total Field 18 = 14 S ecificotion s:
332 Ac. Ag Rain Reel w 1000'+ Hose
AW8820"S Wetted - 9.15 Ac Nelson 150 Big Gun
Sub 18 5.17 Ac. w/1.18" Nozzle 0 50 PSI
300' WD; 205 GPM
Pull# Acres
3A 2.12
36 4.21
3C 2.65
3D 4.73
3E 3.88
6A 3.59
66 3.73
6C 4.59
5D 5.93
5E 5.26
6F 5.53
7A 4.65
78 4.03
7C 3.43
8A 4.85
9A 3.98
98 2.97
10A 1.48
10B 5.17
it[) 3.58
11E 3.77
12B 4.17
14A 4.18
148 4.21
14C 4.69
15A 4.64
156 5.36
17A 3.50
18A 4.32
18B 4.83
19A 7.96
196 6.15
19C 4.32
19D 3.36
19E 1.54
19F 0.75
Total 148.14
Total Field 3A - 21.55 Ac.
Wetted = 2.12 Ac.
Sub 3A = 0.43 Ac.
Total Field 36 = 7.74 Ac.
Wetted = 4.21 Ac.
Sub 3B = 3.53 Ac.
Total Field 3C-D = 8.62 Ac
Wetted - 7.38 Ac.
Sub 3C-D = L24 Ac.
Total Field 3E = 5.77 Ac.
Wetted = 3.88 Ac.
Sub 3E = 1.89 Ac.
Total Field 5A = 3.77 Ac.
Total Field 5B - 3.29 Ac.
Total Field 5C = 3.86 Ac.
Total Field 1 -
Total Field 6 = 32.06 Ac +
Wetted = 28.63 Ac.
Sub 6 = 3.43 Ac. Form 2037
Total Field 12 = 13.90 Ac.
Wetted = 4.17 Ac.
Sub 72 = 9.73 Ac. s r�
Farm
Digester
Total Field 11D-E = 15.27 Ac.
Wetted = 8.83 Ac.
Sub 110-E = 6.44 Ac.
1t
Total Field 19 = 28.27 Ac.
Wetted - 24.11 Ac.
Sub 19 - 4.16 Ac.
Total Field 14&15 = 25.56 AC.
Wetted = 23.08 Ac.
Sub 14&15 = 5.48 Ac.
Total Field 7 - 23.58 Ac.
Wetted - 15.61 Ac.
Sub 7 = 7.97 Ac.'
Total Field 8&9 = 10.67 Ac.
Wetted = &83 Ac.
Sub 8&9 = 1.84 Ac.
Total Field 98 - 5.03 Ac.
Wetted 2.97 Ac.
Sub 9B = 2.06 Ac.
GRAPHIC SCALE Total Field 108 = 7.60 AC. *

I teah = eaoM 10/2021 - Revised to reflect removal of Field/Pulls 11A-C for Digester

NUTRIENT UTILIZATION PLAN AMENDMENT
Grower(s):
Farm Name:
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Feeder to Finish
Wean to Finish
Gifts
Storage Period:
Application Method:
Murphy Brown, LLC dba Smithfield Hog Production
Farm 2037 & 2038; AWS820466
>180 days
Irrigation
This amendment allows the producer to utilize the 75 lbs./ac PAN rate for the bermuda overseed
crop at this farm for the following fields: 6A-6F, 7A-7C, 8A, 9A, 11 D, 11 E, 12B, 14A-14C, 15A-15B,
17A, 18A-18B, 19A-19E, Sub 11DE, Sub 12, Sub 14&15, Sub 18, Sub 19, Sub 6, Sub 7 and Sub
8&9, in accordance with the attached guidance memo entitled "Updated Crop Management
Practices for Bermuda Winter Overseed" dated Nov 16, 2017. All application windows, amounts and
other requirements listed in the guidance memo shall be followed.
This allows for a total maximum of 37.5 lbs./ac PAN for the January -March window to be applied as
follows: no more than 25 lbs./ac PAN applied in January with the remaining amount applied in
February -March.
A, / A. I
wner agar
Technical Specialist
/-i3-z/
Date
/ j. Zvz/
Date

Updated Crop Management Practices for Bermuda Winter Overseed
This document, as approved by the Interagency Nutrient Management Committee on
October 10, 2017, hereby modified the July 13, 1998 Memorandum "Crop Management
Practices for Select Forages Used in Waste Management'. This modification updates
the application window protocol for the 100 lb Nitrogen PAN rate for both Cereal Rye
and Annual Ryegrass, as well as winter small grains.
• Farms utilizing the 100 lbs./ac PAN rate for the overseed are allowed to apply no
more than 50 lbs./ac PAN from October 1 through December 31 and no more than
50 lbs./ac PAN from January 1 through March 31.
• Applications made during the months of December and January cannot exceed the
combined total of 25 lbs./ac PAN for the two -month period.
• The last application of animal waste is to be applied to the bermuda crop prior to
September 30.
• The PAN rate for grazed systems must be reduced by 25%.
All other requirements of the July 13, 1998 Memorandum continue to apply. Those
requirements include but are not limited to:
• Cereal rye and annual ryegrass should be planted by October 15 to provide the best
opportunity to get winter growth.
• A harvest is required prior to heading or April 7, whichever comes first, for both
cereal rye and annual ryegrass. This is necessary to minimize the potential for
shading of emerging bermuda and reducing its yield. To favor the production of
bermuda, additional harvest of annual ryegrass will be required when the ryegrass .
canopy reaches 12-15 inches height.
These management requirements shall also apply to overseeded winter small grain.
Nov 16, 2017

Form 2087
((Fyo�rmprys042��Wc7 & 2038)
Pall# Acres
3A 2.12
38 4.21
3C 2,65
3D 4.73
3E 3.88
6A 3.59
68 3.73
6C 4.59
SD 5.93
6E 5.26
6F 5.53
7A 4.65
78 4.03
7C 3.43
8A 4.85
9A 3.98
98 2.97
10A 1.48
10B 5.17
11A 4.18
115 3.41
11C 2.25
11D 3.58
11E 3.77
123 4,17
14A 4.18
14B 4.21
14C 4.69
15A 4.64
158 5,36
17A 3,50
1 BA 4.32
168 4.63
19A 11.96
198 6.15
19C 4,32
19D 3.36
19E 1.54
19F 0,78
Total 157,98
Tolot Field 3A - 2.55 Ac
Wetted = 2.12 Ac.
Sub 3A = 0.43 Ac.
Total Field 38 - 7.74 Ad.
Wetted = 4.21 Ad.
Sub 38 - 3.53 Ac.
Total Field 3C-D = 8.62 Al
Wetted = 7.38 A,
Sub 3C-D - 1.24 Ac.
Total Field 3E = 5,77 Ac.
Wetted - 3.88 Ac.
SuD 3E - 1.89 Ad,
Total Field 5A = 3.77 Ac.
Total Field 5S - 3,29 Ac.
Total Field SC = 3.86 Ac.
Total Field 1 =
GRAPHIC SCALE
aaa aoo
IN FELT )
1 iecb - 500 tb
Total Field 18 = 14.32 Ao
Wetted - 9.15 Ac,
Sub 18 = 5.17 Ac.
Total Field 6 - 32. D6 Ad.
Wetted = 28.63 Ac.
Sub 63.43 Ac.
Total Field 12 - 13.90 Ad.
Wetted - 4.17 Ac.
2037
Sub 72 9.73 Ac. ,"^1 1�
ram_
2038
Total Field 11D-E = 15.27 Ad,
Wetted - 8.83 Ac.
Sub 11D-E = 6.44 Ac.
Total Field 11A-C = 11.36 Ac.
Wetted = 9.84 Ad.
Sub 11A-C - 1.52 Ad.
Soeci fications:
A9 Rain Red w 1000'♦ Hose
Nelson 150 Big Gun
w/1,18' Nozzle 0 50 PSI
300' WD; 205 GPM
Total Field 19 = 28.27 Ac.
Wetted - 24.11 Ac.
Sub 19 = 4.16 Ad
Total Field 14&15 = 28. 56 Ac.
Wetted = 23.08 Ac.
Sub 14&15 - 5.48 Ac.
Total Field 7 = 23.58 Ac.
Wetted = 15.61 Ac.
Sub 7 = 7.97 Ad.
Total Field 8&9 10.67 Ac.
Wetted - 8.83 Ad.
Sub B&9 - 1.84 Ac,
Total Field 98 - 5.03 Ac.
Wetted = 2.97 Ac.
Sub 98 - 2.06 Ac.
Total Fwld 108 - 7.60 Ac.
Wetted - 5.17 Ad.
Sub 108 = 2.43 Ad.
Revised 7/26/2019 - Removed pulls 1A-10 & 5A-58; Acreage utilized OS suofielde

NUTRIENT UTILIZATION PLAN AMENDMENT
Grower(s):
Farm Name:
Murphy Brown, LLC
2087 (2037 &2938), AWS820466
County: Sampson
Farm Capacity:
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Feeder to Finish 20992
Wean to Finish
Gilts
Boars
Storage Structure: Anaerobic t
Storage Period:
Application Method:
>180 days
Irrigation
.agoon
This amendment allows the producer to apply to the leased fields of Jart Hudson, Fld JH1 and
T8018 Fld1. A maximum of 30 Ibs N/ac may be applied to the cover crop from Sept -April. The
amount of PAN applied to the cover crop must be deducted from the following crops starting PAN
rate. A map of the field is attached.
A copy of the agreement is also attached.
Owner/Manager
Technical Specialist
9-13- �y
Date
/3Adq
Date

Animal Waste Utilization Agreement
Smithfield Hog Production Division
1, Jart Hudson, hereby give Smithfield Hog Production Division permission
to apply animal waste from the waste utilization system on —50 acres of my land
for the duration of time specified below.
I understand that this waste contains nitrogen, phosphorous, and other trace
elements and when property applied should not harm my land or crops.
Smithfield HPD will apply 30 Ibs PAN (not to exceed) to be utilized on a
cover crop planted by the company.
After the completion of animal waste application, Smithfield HPD shall
provide said Landowner / Farmer with a Nitrogen total of animal waste derived
nutrients.
This lease will be a short term spreading agreement for the Fall pumping season.
Landowner
Date: , i!.
Date:JAIL
Technical Representative
Date:
Term of Agreement 9/9/2019 to 11/15/19

�ooglc�earth
✓'"r � ate. � r7 �'
k:
Jcrt Hudson Lease
Field JH1
I 27.79 Ac. /
�1
i
7

.N
RR
�.,. .
IN

NUTRIENT UTILIZATION PLAN AMENDMENT
Grower(s):
Farm Name:
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Feeder to Finish
Wean to Finish
Gilts
Storage Period:
Application Method:
Murphy Brown, LLC
2087 (2037 82938), AWS820466
>180 days
Irrigation
This amendment allows the producer to apply to the leased fields of Johnny Hope (Rackley
Property). The application and field information is in the attached table and map. Please place this
amendment with the current NUP.
This amendment is valid as long as there is a current landowner agreement on file.
Owner/Manager
Technical Specialist
Date
Date

Reception Area Specifications Johnny Hope Leased Land• Rackley Property
Tract Field Irrigated Soil list Crop Time to 1st Crop 1st Crop Lbs NIAc Lbs N Total lbs N
Acreage Type Code Apply Yield Ibs N/Unit Residual /Ac Utilized
2nd Crop Time to 2nd Crop 2nd Crop Lbs N/Ac Lbs N Total Ibs N
Code Apply Yield Ibs N/Untt Residual /Ac Utilized
Total
Lbs N/Ac
Total Ibs N
Utilized
Rackle
Rackle
Rackle
Rackle
Rackle
Rackle
Rackle
Rackle
Ri
R2
R3
R4
R5
R6
R7
RB
34.48
11.04
16.88
1.78
3.17
15.53
5.57
71.28
Wa ram
Wa ram
Wa ram
Wa lam
Wa ram
Wa ram
Johns
Johns
Cover
Cover Crop
Cover Crop
Cover Crop
Cover
Cover
Cover
Cover
-A r
- r
r
r
A r
A r
A r
r
ft
1.0
1.0
1.0
1.0
To
10
1.0
1.0
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
1034.4
331.2
506.4
53.4
95.1
465.9
167.1
338.4
0
0
D
0
0
0
0
0
0
0
0
0
0
0
0
0
30
30
30
30
30
30
30
30
1034.4
331.2
331.2
53.4
95.1
465.9
167.1
338.4
NOTE: Amount
apPlied to rover
Crop must be
deducted from
follamno croos starting
PAN rate.
Optional
Crops:
Rackley
Any
Wa ram
Corn
Febl5June
118.0
0.76
89.68
0
0
0
Rackley
Any
Johns
Corn
F015June
174.0
0.74
128.76
0
0
0
Rackley
Any
Wa ram
Wheat
Sept -Apr
83.0
1.09
90.47
0
0
0
Rackley
An
Johns
Wheat
Sept -Apr
100.0
1.08
106
0
0
0
Rackley
Any
Wagrarn
Soybeans
A r-Se t15
23.0
3.98
91.54
0
0
D
Rackle
An
Johns
Soybeans
A r-Se t15
38.0
3.87
147.06
0
0
0
Rackley
Any
Wa ram
Cotton
Marl5-Julyl
637.0
0.11
70.07
0
0
0
Rackley
Any
Johns
Cotton
Mar15-July
600.0
0.07
56
0
0
0
Rackley
Any
Wa rem
Gr Sorghum
Mar15-Aug
34.0
1.94
65.96
0
0
0
Rackley
Any
Johns
Gr Sorghum
Mar15-Aug
55.0
1.87
91.85
0
0
0
Rackley
Any
We ram
Sweet Potato
Preplant
to
60
60
0
0
0
Rackley
Any
Johns
Sweet Potato
Preplant
1.0
50
60
0
0
0
Rackley
Any
Wa ram
Peanuts
Pre lent
1.0
60
60
0
0
0
Rackley
Johns
Peanuts
Preplant
1.0
80
60
0
0
0
NOTE: To account for residual nitrogen.
reduce
staling PAN
rate of an crothat follows
so beans.
=002991
10tals: 99.73 2991.9

,� .� � �";
�, ,
,� y�_
.� � a
�t:�'"�
�°��" r
"� _f .}� a Jr �
.._d .�.
// % i
{..
e �.

Animal Waste Utilization Agreement
Smithfield Hog Production Division
1, 0 , Qc e. . j . hereby give Smithfield Hog Production
Division permission to apply animal waste from the waste utilization system on
97— acres of my land for the duration of time specified below.
I understand that this waste contains nitrogen, phosphorous, and other trace
elements and when properly applied should not harm my land or crops. I also
understand that the use of waste will reduce my overall needs for commercial
fertilizer, and that Nitrogen limitations exist based on individual farm Waste
Utilization Plans. After the completion of animal waste application, Smithfield
HPD shall provide said Landowner / Farmer with a Nitrogen total of animal waste
derived nutrients vs. remaining nutrients allowed in the Waste Utilization Plan.
This lease will stand year over year after the end of the lease agreement, unless the
Landowner or Smithfield HPD provides written notification no later than 90 days
from termination date.
Date:
Technical Representative A
Date: Z6-L
Term of Agreement �i'%` ZO Z D to It- 3/ —Z67-

Animal Waste Management Plan Certification
(Please type or print all Information that does riot require a signature)
Existl>!� 11W ew ar`; Bxktattded (pleasdglrp[ebre) Err;;
General Information:
Name of Farm:
Owner(s) Name:
Mailing Address:
Farm Location:
Latitude and Longitude:
Please attach a copy of a
names, directions, milepost, etc.):
turn left onto SR 1914, go 0.5 miles to
From 1-40 take Hwy 24W, turn right onto SR 1913, go approximatelv 2 miles and
_Operation Description:
Type of Swine No. of Animals
El Wean to Feeder
© Feeder to Finish 20992
0 Farrow to wean
Farrow to Feeder
Farrow to Finish
Type of Poultry No. of Animals
Layer
C] Non -Layer
Type of Beef No. of Animals
0 Brood
El Feeders
❑
[]
Type of Dairy No. of Animals
Milking
Dry
Heifers
calves
0 Gilts
=1 Stockers
0 Boars
Other Type of Livestock:
No. of Animals:
Acreage Available for Application: 264.87 Required Acreage: 264,87
Number of Lagoons / Storage Ponds: 3 Total Capacity: 5,048,899 Cubic Feet (ft3)
Are subsurface drains present on the farm: Yes or No (please circle one)
If YES: are subsurface drains present in the area of the LAGOON or SPRAY FIELD (please circle one)
Owner / Manager Agreement
I (we) verify that all the above information is correct and will be updated upon changing. I (we) understand the operation and
maintenance procedures established in the approved animal waste management plan for the farm named above and will
implement these procedures. I (we) know that any expansion to the existing design capacity of the waste treatment and storage
system or construction of new facilities will require a new certification to be submitted to the Division of Water Quality (DWQ)
before the new animals are stocked. I (we) understand that there must be no discharge of animal waste from the storage or
application system to surface waters of the state either directly through a man-made conveyance or from a storm event less severe
than the 25 - year, 24 - hour storm and there must not be run-off from the application of animal waste. I (we) understand that run-
off of pollutants from lounging and heavy use areas must be minimized using technical standards developed by the USDA -Natural
Resources Conservation Service (NRCS). The approved plan will be filed at the farm and at the office of the local Soil and Water
Conservation District. I (we) know that any modification must be approved by a technical specialist and submitted to the Soil and
Water Conservation District prior to implementation. A change in land ownership requires written notification to DWQ or a new
certification (if the approved plan is changed) within 60 days of a title transfer.
Name of Land
.,me of N
jnature:
LLC
from owner):
Date:
Date:
AWC -- December 5, 2000

Facility Number: 82-0466
Grower: Goodson Farm
Address: PO Box 856
Warsaw, NC 28398
Countv: Sampson
FARM INFORMATION
Wean to Finish:
Finishing:
Recycle Flush Water Volume:
DIGESTER INFORMATION
Is Digester Designed as an Irregular Shape?
Was This Facility Built Prior to 9/96?
Is Drain Tile Req'd to Lower SHWT?
Seasonal High Water Table Elev:-------
Freeboard:--------
Side Slopes: -------
Top of Dike Elevation:
Finished Bottom Elevation.
Start Pump Elevation:
Stop Pump Elevation:
Designed By: JEO
Checked By: KBW
Date: 01 /25/22
Sheet 1 of 6
ESTER DESIGN (Volume Check)
Farm Population:
0
20992 Hid.
(Y/N)
(Y/N)
(Y/N)
From Lagoon Volume Check Contours
contour areas see sheet 2 of 7...
----- ---------- Depth
---------------- 12.00 Ft.
---------------- 20.04In.
--------------- 24In.
DIGESTER VOLUMES
REQUIRED VOL.
Freeboard =
0 (Cu.Ft.)
Temporary =
0 (Cu.Ft.)
Treatment =
671744 (Cu.Ft.)
671,744
Lagoon Surface Area: (Inside TOD)
DESIGN VOLUMES
57,505 (Cu.Ft.)
28,323 (Cu.Ft.)
666,784 (Cu.Ft.)
752,612 (Cu.Ft.)
Y
N
N
LINK
C
1.0
Ft.
3
:1 (H:V)
430.0
Ft.
215.0
Ft.
113.00
Ft.
101.00
Ft.
111.33
Ft.
111.00
Ft.
% REQ'D.
99.26%
112. U4%
92,261 S.F.
orunnuelu nug rrooucnon cngmeenng N.U. BOX 856. Warsaw, NC 28398
[phone]

Grower: Goodson Farm
Address: PO Box 856
Warsaw, INC 28398
County: Sampson
Designed By: JEO
Checked By: KBW
Date: 01 /25/22
Sheet 2 of 6
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: Cu. Ft.
DIGESTER STAGE -AREA VOLUMES
Contour
Elevation (FT.) Area SF Incr. Vol. (Cu. FT)
101.00
40,517
102.00
52,789
103.00
55,678
104.00
58,646
105.00
61,693
106.00
64,818
107.00
68,195
108.00
71,855
109.00
75,687
110.00
79,644
111.00
83,725
112.00
87,931
113.00
92,261
46,653
54,233
57,162
60,169
63,255
66,507
70,025
73,771
77,665
81,684
85,828
90.096
Cumul. Vol. (Cu. FT
15,659
62,312
116,545
173,707
233,877
297,132
363,638
433,663
507,434
585,100
666,784
752,612
842,708
These volumes were calculated using the vertical average end area method
TOTAL REQD VOL
671,744
CF
CUMULATIVE
VOL.
ZONE VOL. 112.04%
END PUMP = = = =
111.00
FT
666,784 CF
TR'MT
666,784 99.26%
START PUMP = =:
111.33
FT
695,107 CF
TEMP
28,323
MAX STORAGE =
112.00
FT
752,612 CF
STORM
57,505
Smithfield Hog Production Engineering P O. Box 856. Warsaw. NC 28398 [phone]

Grower: Goodson Farm Designed By: JEO
Address: PO Box 856 Checked By: KBW
Warsaw, NC 28398 Date: 01/25/22
County: Sampson Sheet 3 of 6
MINIMUM REQUIRED VOLUME CALCULATIONS DIGESTER
Permanent Storage:
Required Treatment Volume:
nimal Type Capacity (cu. . hd) = Total
Vr 5el
Wean to Finish
0
32.00
0
Finishing
20,992
32.00
671,744
_ d rrpw to , e- ,n,..., g
U
F afrvrJ :C f9cdo'
_
I' i
t7
1 'X
J Cd�S
Total Required Treatment Volume (cu. ft.)=
Sludge Storage Volume:
671,744
nimalType Capacity ALW (cu. ./b) = ola
Nwserr
1130
3 25
u
Wean to Finish
0
115
0.00
0
Finishing
20,992
135
0.00
0
rarro,,v to,veapling
-
433
- -
Farro,v to feeder
0
522
t-
Farrow
1 417
25
?
Boars
400
J 25
0
Total Required Sludge Storage Volume (cu. ft.)=
No Storm Storage Unless a Partial Cover Digester
Vol.=(Digester Surf Area + Addt'I Drainage Area) * 100Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (92261 sq.ft + 0 sq.ft.) * 0.0 in. /12 in./ft.
Total Required Volume for 100Yr./24Hr. Storm Event (cu.ft)=
No "Heavy Rain" Storage Unless a Partial Cover Digester:
Vol.=(Digester Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in /ft
Vol.= (92261 sq.ft + 0 sq.ft.) * 0.0 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) _
(for Extended Periods of Chronic Rainfall)
Total Required Storm Storage
(100Yr. / 24Hr. Storm +'Heavy Rain')= 0 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 671,744 (CU.FT)
TOTAL REQUIRED DIGESTER VOLUME = 671744 (CU.FT.)

Grower: Goodson Farm Designed By: JEO
Address: PO Box 856 Checked By KBW
Warsaw, NC 28398 Date. 01/25/22
County: Sampson Sheet 4 of 6
DIGESTER DESIGN SUMMARY
Top of Dike Elevation ------------------- 113.00 FT.
Start Pump Elevation -------------------
111.33
FT,
End Pump Elevation ---
111,00
FT.
Top of Sludge Storage -------------------
Not
Applicable
Seasonal High Watertable Elev.--- ---------------
LINK
Finished Bottom Elevation -------------------
101.00
FT.
Inside Top Length ---------
Not
Applicable
Inside Top Width -------
Not
Applicable
Side Slopes -_----------------
3.0 1
RV
Lagoon Surface Area ----
92,261
SF
-----------------
Freeboard Depth ------
1.00
FT,
Zone Depths:
TOTAL DESIGN VOLUME = 752612 (CU.FT.)
Treatment / Sludge Storage Zone Depth ----------- 10.0 FT.
Temporary Storage Zone Depth ----------- 0.3 FT.
Freeboard Depth ---------- 1.7 FT.
Total Digester Depth ----------- 12.0 FT.

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Grower: Goodson Farm
Address. PO Box 856
Warsaw, NC 28398
Checked By: KBW
Date: 01 /25/22
Sheet 6 of 6
This Anerobic Digester is designed in accordance with the North Carolina Natural Resources Conservation
Service PRACTICE STANDARD 366- ANEROBIC DIGESTER, revised in September, 2018.
The Waste Storage Pond is designed in accordance with the North Carolina Natural Resources Convservation
Service PRACTICE STANDARD 313- WASTE STORAGE FACILITY, revised in December, 2017.
,

DESIGNED:
D TE: 01/27/2022
COMMENTS: The lagoon has been designed as an irregular shape.
accounted for and that storage volumes calculated represent actual
conditions regardless of the
Effluent from the digester will be transferred to the existing lagoon treatment
and storage system.
l certify, to the best of my professional knowledge, judgement, and belief, this design calculation
is in accordance with the
Smithfield Hog
NRCS standards.
(9

I Vrower: ZU373 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NIC 28398 Date: 12/17/08
I County: Sampson Sheet 1 of 7
FARM INFORMATION
Farm Population:
Nursery: -----------------
0
Wean to Finish: -----------I
---
0
Finishing: ----------
-......
10496
Hd.
Farrow to weanling: - -- ------
----
0
Farrow to feeder: - ---- ------------
0
Farrow to finish: ---------------
0
Boars: _---..._ __--_-
0
Storage Period: -------------------
180
Days
25 Yr. / 24 Hr Storm Event ---------
- ---
7.0
In.
"Heavy Rain" Factor
Rainfall in Excess of Evaporation ---- -- -----
--
7.0
In.
Additional Water Usage: ------------------
0
Additional Drainage Area: -----------
---
0
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape?
(Y/N)------------
N
Does Operator Want Emergency Spillway?
(Y/N)------------
N
Was This Design Built Prior to Sept. 1996?
(Y/N)------------
Y
Is Drain Tile Req'd to Lower SHWT?
(Y/N)---- -------
N
Seasonal High Water Table Elev:-----------------
0.00
Freeboard: -
- -
1.0
Ft.
Emergency Spillway Flow Depth:
Side Slopes:
3
:1 (H:V)
Inside Top Length:
638.0
Ft.
Inside Top Width:
376.0
Ft.
Top of Dike Elevation:
Depth
41.00
Ft.
Finished Bottom Elevation:
14.00 Ft.
27.00
Ft.
Start Pump Elevation:
20.04 In.
39.33
Ft.
Stop Pump Elevation:
49.92 In.
36.84
Ft.
LAGOON VOLUME REQUIRED VOL.
DESIGN VOLUMES,
% REQ'D.
Storm Stor = 118001 (Cu.Ft.)
130,082 (Cu.Ft.)
110.24%
Temporary = 464033 (Cu.Ft.)
464,962 (Cu.Ft.)
100.20%
Permanent = 1416960 (Cu.Ft.)
1,533,004 (Cu.Ft.)
108.19%
Total Volume = 1,998,994 (Cu.Ft.)
2,128,048 (Cu.Ft.)
_
106.469/6
112 Treatment Volume =
708,480 (Cu.Ft.)
1/2 Treatment Volume Elevation =
32.66 Ft.
100.10
In.
90 Temporary Storage Volume Elevation =
37.86 Ft.
—� 37.70
In,
Min. Required Liner Thickness -
Lagoon Surface Area: (Inside TOD)
-- - -
Murphy -Brown, LLC Engineering
P.O. Box 856,Warsaw, NC 28398
2.0 Ft.
202,288 S.F
[phone]

Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/17/08
County: Sampson Sheet 2 of 7
ACTUAL
DESIGN VOLUME CALCULATIONS
BASE VOLUME:
®Cu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.)
Area SF
Incr. Vol. (Cu. FT)
Cumul. Vol. (Cu. FT)
27.00
132,568
0
28.00
137,080
134,824
134,824
29.00
141,664
139,372
274,196
30.00
146,320
143,992
418,188
31.00
151,048
148,684
566,872
32.00
155,848
153,448
720,320
33.00
160,720
158,284
878,604
34.00
165,664
163,192
1,041,796
35.00
170.680
168,172
1,209,968
36.00
175,768
173,224
1,383,192
37.00
180,928
178,348
1,561,540
38.00
186,160
183,544
1,745,084
39.00
191,464
188,812
1,933,896
40.00
196,840
194,152
2,128,048
41.00
202,288
199,564
2,327,612
These volumes were calculated using the vertical average end area method
TOTAL REQD VOL 1,998,994
CF
CUMULATIVE
VOL.
ZONE VOL.
106.46%
END PUMP = = = = 36.84
FT
1,533,004 CF
TR'MT
1,533,004
108.19%
START PUMP = =: 39.33
FT
1,997,966 CF
TEMP
464,962
100.20%
MAX STORAGE = 40.00
FT
2,128,048 CF
STORM
130,082
110.24%
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw, NC 26396 [phone]

Iurower: Zusrs Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/17/08
County: Sampson Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
Sludge S
Animal Type Capacity A ALW (cu.ft. Ib) = Totai
Nursery
0
30
1.00
0
Wean to Finish
0
115
1.00
0
Finishing
10,496
135
1.00
1,416,960
Farrow to weanlinq
0
433
1.00
0
Farrow to feeder
0
522
1.00
0
Farrow to finish
0
1,417
1.00
0
Boars
0
400
1.00
0
Total Required Treatment Volume (cu. ft.)= 1,416,960
Volume:
Animal Type Capacity (cu. t. ) = Tota
Nursery
0
30
115
135
0.00
0
Wean to Finish
0
0.00
0
Finishing
_
10,496
0.00
0
Farrow to weanling
0
433
0.00
0_
Farrow to feeder_
0
522
0.00
0
Farrow to finish
0
1.417
0.00
_
0
Boars
0
400
0.000
0
total Required Sludge Storage Volume (cu. ft.)=
Temporary Storage Volume:
Manure Production:
Nursery
0
180
Wean to Finish
0
180
Finishing
1 Q496
180
Farrow to weanlinry
0
180
Farrow to feeder
0
180
Farrow to finish
0
180
Boars
0
180
Total Manure Production (gals.)=
Total Manure Production (cu.ft.)=
Excess Fresh Water:
0
= i otai
0.30
0
1.17
o
1.37
2,588.314
4.39
0
5.30
0
14.38
- _ — 0
4.06
0
2,588,314
346,031
Finish
0
180_
600
0
9
10,496
_
180
_
0.00
0
to weanlinq_
0
180
0.00
0
to feeder
0
180
_
0.00
0
to finish
0
180
0.00
0
0 180 0.00 0
- - - -- - -
Total Fresh Water Excess (gals.)= 0
Total Fresh Water Excess (cu.fl.)= 0
P.O. Box 856. Warsaw NC; 28398 C910i

Designed By:
Address: PO Box 856 Checked By:
Warsaw, NC 28398 Date:
County: Sampson Sheet 4 of 7
KBW
DSE
12/17/08
'remoorary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) ' Rainfall / 121n./ft
Vol.= (202288 sq.ft. + 0 sq.ft.) ' 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)=
118,001
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr./24Hr. Storm(in) / 12in./ft,
Vol.= (202288 sq.ft + 0 sq.ft.) ' 7.0 in. /12 in./ft.
Total Required Volume for 25Y0241-1r. Storm Event (cu.ft)=
118,001
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) ' "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (202288 sq.ft + 0 sq.ft.) * 0.0 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) =
n
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
Total Required Storm Storage
(25Yr. / 241-1r. Storm +'Heavy Rain')= 118,001 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) = 464,033 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 1,416.960 (CU.FT)
TOTAL REQUIRED VOLUME = 1998994 (CU.FT.)
0 Rux

IGrower: 20373 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/17/08
County: Sampson Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation - --
41.00
FT.
Emergency Spillway Crest Elevation ---- ---- - --
Not Al
Applicable
Top of 25Yr. / 24Hr. Storm Storage -- ----- ---
40.00
FT.
Top of "Heavy Rain" Storage ------.-
Not
Applicable
Start Pump Elevation
39.33
FT.
End Pump Elevation
36.84
FT.
Top of Sludge Storage
Not
Applicable
Seasonal High Walertable Elev.------...--
0.00
Finished Bottom Elevation --------- ---- --
27.00
FT.
Inside Top Length -------- -- --
538.00
FT.
Inside Top Width ----------------
376.00
FT.
Side Slopes -------- -
3:1
H:V
Lagoon Surface Area - - -
202,288
SF
Min. Liner Thickness (if required) -- -- -- -
2.0
FT.
Freeboard Depth --- ------
1.00
FT,
Temporary Storage Period - - --
180
Days
Zone Depths:
TOTAL DESIGN VOLUME = 2128048 (CU.FT.)
Treatment / Stodge Storage Zone Dept^ ---
Temporary Storage Zone Depth
Freeboard / Storm Storage Zone Depth
Total Lagoon Depth
loennq P.U. Boa
9.8 FT.
2.5 FT.
11.7 FT.
14.0 FT.

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Address: PO Box856 Checked By:
Warsaw, NC 28398 Date:
County: Sampson Sheaf 7 of 7
Th's livestock waste treatment lagoon is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
DSE
12/17/08
NOTE: See attached Waste Utilization Plan

DATE:
COMMENTS:
This design is update of start and step pump elevations and to show the 112
treatment volume level for sludge storage. Tnis design does not supercede the
original certification of the farm.
folurph,y-brown, LLc tngrneenng r.u. box dbei, Warsaw Nc zdJ96 (97v) 29J-34J4

Address: PO Box 856
Warsaw, NC 28398
County: Sampson
FARM INFORMATION
Nursery:
Wean to Finish:
Finishing:
Farrow to weanling:
Farrow to feeder:
Farrow to finish:
Boars:
Storage Period:
25 Yr. / 24 Hr Storm Event
"Heavy Rain" Factor
Rainfall in Excess of Evaporation
Additional Water Usage:
Additional Drainage Area:
Checked By: DSE
Date: 03/10/09
Sheet 1 of 12
Farm Population.
--------------
-------------------
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape?
(Y/N)
Does Operator Want Emergency Spillway?
(Y/N)
Was This Design Built Prior to 9/96?
(Y/N)
Is Drain Tile Req'd to Lower SHWT?
(Y/N)
Seasonal High Water Table Elev: ----
Freeboard: -- ---------
Emergency Spillway Flow Depth:
Side Slopes:
Inside Top Length:
Inside Top Width:
Top of Dike Elevation: - -
Finished Bottom Elevation: -
Start Pump Elevation: - -
Stop Pump Elevation: --
Depth
14.00 F 20.4
4 In.
54 In.
LAGOON VOLUME REQUIRED VOL. DESIGN VOLUMES
N
N
Y
N
0
0
10496 Hd,
0
0
0
0
180 Days
7.5 In.
7.0 In.
0
0
0.00
1.0 Ft.
3 :1 (H:V)
562.0 Ft.
352.0 Ft.
41.00 Ft.
2T00 Ft.
39.30 Ft.
36.50 Ft.
% REQ'D_
Storm Stor =
123640
(Cu.Ft.)
132,782
(Cu.Ft.) 107.39%
Temporary =
0
(Cu.Ft.)
507,276
(Cu.Ft.)
Permanent=
1416960
(Cu.Ft.)
1,429,958
(Cu.Ft.) 100,92%
Total Volume =
1,540,600
(Cu.Ft.)
2,070,016
(Cu.Ft.) 134.36%
1/2 Treatment Volume = 708,480 (Q
1/2 Treatment Volume Elevation = 32.72 Ft.
Min, Required Liner Thickness
Lagoon Surface Area: (Inside TOD)
99.39 in.
2.0 Ft,
197,824 S.F.
Murphy -Brown, LLC Engineering P O. Box 856,Warsaw, NC 26398 [phone]

Address: PO Box 856
Warsaw, NC 28398
Checked By: DSE
Date: 03/10/09
12
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME:
Cu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.)
Area SF
Incr. Vol. (Cu. FT)
Cumul. Vol. (Cu. FT)
27.00
128,104
0
28.00
132,616
130,360
130,360
29.00
137,200
134,908
265,268
30.00
141,856
139,528
404,796
31.00
146,584
144,220
549,016
32.00
151,384
148,984
698,000
33.00
156,256
153,820
851,820
34.00
161,200
168,728
1,010,648
35.00
166.216
163,708
1,174,256
36.00
171,304
168,760
1,343,016
37.00
176,464
173,884
1,516,900
38.00
181,696
179,080
1,695,980
39.00
187,000
184,348
1,880,328
40.00
192,376
189,688
2,070,016
41.00
197,824
195,100
2,265,116
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL 1,540,600
CF
CUMULATIVE
VOL.
ZONE VOL.
END PUMP = = = = 36.50
FT
1,429,958 CF
TR'MT
1,429,958
START PUMP = = 39.30
FT
1,937,234 CF
TEMP
507,276
MAX STORAGE = 40.00
FT
2,070,016 CF
STORM
132,782
100.92%
107.39%
Murphy -Brown, LLC Engineering P.O. Box 856,Warsaw. NC 28398 [phone]

Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 03/10/09
County: Sampson Sheet 3 of 12
FARM INFORMATION
Farm Population:
Nursery ----- -----------
0
Wean to Finish: -------------------
0
Finishing: -------------------
10496 Hd.
Farrow to weanling: -----
0
Farrow to feeder: -------------------
0
Farrow to finish: ------------------
0
Boars: -------------
0
Storage Period: ------------------
180 Days
25 Yr. / 24 Hr Storm Event ------------------
7.5 In.
"Heavy Rain" Factor
0
Rainfall in Excess of Evaporation --------------
7 In.
Additional Water Usage: --- ---------
0
Additional Drainage Area: ---- --- ----- ---
197,824 S.F.
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape?
(YIN) ------------
N
Does Operator Want Emergency Spillway?
(Y/N)------------
N
Was This Design Built Prior to 9/96?
(Y/N)------------
Y
Is Drain Tile Req'd to Lower SHWT?
(Y/N)------------
N
Seasonal High Water Table Elev: -----------------
0.00
Freeboard: ----------
- -
1.0
Ft.
Emergency Spillway Flow Depth:
Side Slopes: - ----
2.5
:1 (H:V)
Inside Top Length:
264.0
Ft.
Inside Top Width:
264.0
Ft.
Top of Dike Elevation:
Depth
41.00
Ft.
Finished Bottom Elevation: -
Start Pump Elevation:
23.50 Ft.
20.04 In.
17.50
39.33
Ft.
Ft.
Stop Pump Elevation:
144 In.
29.00
Ft.
LAGOON VOLUME REQUIRED VOL.
DESIGN VOLUMES
% REQ'D.
Storm Stor= 43560 (Cu.Ft.)
44,085 (Cu.Ft.)
101.21%
Temporary= 502085 (Cu.Ft.)
548,249 (Cu.Ft.)
109.19%
Permanent= 0 (Cu.Ft.)
356,409 (Cu.Ft.)
Total Volume = 545,645 (Cu.Ft.)
948,743 (Cu.Ft.)
173.88%
90 Temporary Storage Volume Elevation = 32.40 Ft_ I 103.20 In.
Min. Required Liner Thickness -------------------
Lagoon Surface Area: (Inside TOD)-----------------
3.4 Ft.
69,696 S.F.
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw, NC 28398 [phone]

s;rower: zu3ujts uesignea tsy: Ktsw
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 03/10/09
County: Sampson Sheet 4 of 12
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: Cu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.)
Area SF
Incr. Vol. (Cu. FT)
Cumul. Vol. (Cu. FT)
17.50
21,462
0
18.00
22,201
10,916
10,916
19.00
23,716
22,959
33,874
20.00
25,281
24,499
58,373
21.00
26,896
26,089
84,461
22.00
28,561
27,729
112,190
23.00
30,276
29,419
141,608
24.00
32,041
31,159
172,767
25.00
33,856
32,949
205,715
26.00
35,721
34,789
240,504
27.00
37,636
36,679
277,182
28.00
39,601
38,619
315,801
29.00
41,616
40,609
356,409
30.00
43,681
42,649
399,058
31.00
46,796
44,739
443,796
32.00
47,961
46,879
490,675
33.00
50,176
49,069
639,743
34.00
52,441
51,309
591,052
35.00
54,756
53,599
644,650
36.00
57,121
55,939
700,589
37.00
59,536
58,329
758,917
38.00
62,001
60,769
819,686
39.00
64,516
63,259
882,944
40.00
67,081
65,799
948,743
41.00
69,696
68,389
1,017,131
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL 2,229,348
CF
CUMULATIVE
VOL.
ZONE VOL.
173.88%
END PUMP = = = = 29.00
FT
356,409 CIF
TR'MT
356,409
START PUMP = =: 39.33
FT
904,658 CIF
TEMP
548,249
109.19%
MAX STORAGE = 40.00
FT
948,743 CIF
STORM
44,085
101.21%
Murphy -Brown, LLC Engineering P.O. Box 856 ,Warsaw, NC 28398 [phone]

Address: PO Box 856
Warsaw, NC 28398
Checked By: DSE
Date: 03/10/09
Sheet 5 of 12
MINIMUM REQUIRED VOLUME CALCULATIONS let STAGE
PermanentStorane:
Required Treatment Volume:
mmal Type Capacity ALW (cu. t./lb) = otal
Nursery
0
30
1.00
0
Wean to Finish
0
115
1.00
0
Finishing
10,496
135
1.00
1.416,960
Farrow to weanling
0
433
1.00
0
Farrow to feeder
0
522
1.00
0
Farrow to finish
0
1.417
1.00
0
Boars
0
400
1.00
0
Total Required Treatment Volume (cu. ft.)= 1,416,960
Sludge Storage Volume:
jAnimal Type Capacity ALW (cu. t./Ib) =Total]
Nursery
0
30
0.00
0
Wean to Finish
0
_ _
115
0.00
0
Finishing
10,496
135
0.00
0
Farrow to weaning
0
433
0,00
0
_
Farrow to feeder
0
522
0.00
0
Farrow to finish
0
1,417
0.00
0
Boars
__
0
400
0.00
0
Total Required Sludge Storage Volume (cu. ft.)=
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) ` 25Y02411r. Storm(in) / 12in./ft.
Vol.= (197824 sq.ft + 0 sq.ft.) ` 7.5 in. /12 in./ft.
Total Required Volume for 25Yr./24Hr. Storm Event (cu.ft)=
"Heavy Rain' Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) ' "Heavy Rain" Factor (in) 1 121n.ift.
Vol.= (197824 sq.ft + 0 sq.ft.) ` 0,0 in. 112 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) _
(for Extended Periods of Chronic Rainfall)
123,640
Total Required Storm Storage
(25Yr. / 24Hr. Storm +'Heavy Rain')= 123,640 (CU.FT)
Total Required Permanent Storage
(Treatment + S'I .dge) = 1,416,960 (CU.FT)
TOTAL REQUIRED 1st STAGE VOLUME = 1540600 (CU.FT,)

Grower: 20383A Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 03/10/09
County: Sampson Sheet 6 of 12
Temporary Storage Volume:
Manure Production:
nima Type Capacity to. erto = Total
Total Manure Productlon (gals.)= 2,588,314
Total Manure Production (cu.ft.)= 346,031
Excess Fresh Water:
Total Fresh Water Excess (gals.)= 0
Total Fresh Water Excess (cu.ft.)= 0
Murphy -Brown, l_LC Enrgineering P.O. Box 856, Warsaw NC 28398 (910) 293-343
Nursery
0
180
0.30
0
Wean to Finish
0
180
1.17
0
Finishing
10,496
180
1.37
2,588,314
Farrow to weanling
0
180
4.39
0
Farrow to feeder
0
180
5.30
0
Farrow to finish
0
180
14.38
0
Boars
0
180
4.06
0
nima Type Capacity to. eno = o a �
Nursery
0
180
0.00
0
Nursery
0
180
0.00
0
Finishing
10,496
180
0.00
0
Farrow to weanling
0
180
0.00
_
0
Farrow to feeder
0
180
0.00
0
Farrow to finish
0
180
0.00
0
Boars
0
180
0.00
0

Address: PO Box 856
Warsaw, NC 28398
Temporary Storage Volume: (Cont.)
Checked By: DSE
Date: 03/10/09
Sheet 7 of 12
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area 1st + Lagoon Area 2nd + Additional Drainage Area)' Rainfall / 12in./ft
Vol.= (197824 sq.ft. + 69696 sq.ft. + 0 sq.ft.) ` 7.0 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 156,053
Storm Storage:
Vol.=(Lagoon Area 2nd + Additional Drainage Area) 25Yr./24Hr Storm(in.)/12in./
Vol.= (69696 sq.ft. + 0 sq.ft.) • 0.0 in. /12 in./ft,
Total Required Volume for 25Yr./24Hr. Storm Event (cu.ft)= 43,560
"Heavy Rain" Storage:
Vol.=(Lagoon Area 2nd + Additional Drainage Area) ` = Heavy Rain Factor(in) / 12in./fl.
Vol.= (69696 sq.ft. + 0 sq.ft.) ' 0.0 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) _
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
Total Required Storm Storage
(25Yr. / 241-1r. Storm +'Heavy Rain')= 43,560 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Store( 502,085 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 0 (CU.FT)
TOTAL REQUIRED 2nd STAGE VOLUME = 545645 (CU.FT.)

Grower: ZUJt5JA
Address: PO Box 856
Warsaw. NC 28398
LAGOON DESIGN SUMMARY let STAGE
Top of Dike Elevation
Emergency Spillway Crest Elevation
Top of 25Yr. / 241-1r. Storm Storage
Top of "Heavy Rain" Storage
Start Pump Elevation
End Pump Elevation
Top of Sludge Storage
Seasonal High Watertable Elev,
Finished Bottom Elevation
Inside Top Length
Inside Top Width
Side Slopes
Lagoon Surface Area
Min. Liner Thickness (if required)
Freeboard Depth
Temporary Storage Period
Zone Depths:
Checked By: DSE
Dale: 03/10/09
Sheet 8 of 12
TOTAL DESIGN VOLUME = 2070016 (CU.FT.)
Treatment / Sludge Storage Zone Depth -----------
Temporary Storage Zone Depth
Freeboard / Storm Storage Zone Depth -----------
Total Lagoon Depth
41.00
FT.
Not Af Applicable
40.00
FT.
Not
Applicable
39.30
FT.
36.50
FT.
Not
Applicable
0.00
27.00
FT.
562.00
FT.
352.00
FT.
3.0:1
H:V
197,824
SF
2.0
FT.
1.00
FT.
180
Days
9.5 FT.
2.8 FT.
1.7 FT.
14.0 FT.

Grower: 20383A
Address: PO Box 856
Warsaw, NC 28398
Checked By: DSE
Date: 03/10/09
Sheet 9 of 12
LAGOON DESIGN SUMMARY 2nd STAGE
Top of Dike Elevation --
41.00
FT.
Emergency Spillway Crest Elevation -------------------
Not
Applicable
Top of 25Yr. / 24Hr. Storm Storage - ---------- ----- - --
40.00
FT.
Top of "Heavy Rain" Storage -------------------
Not
Applicable
Start Pump Elevation -------------------
39.33
FT.
End Pump Elevation ------------------
29.00
FT.
Top of Sludge Storage -------------------
Not
Applicable
Seasonal High Waterlable Elev.------ ------------
0.00
Finished Bottom Elevation -------------------
17.50
FT.
Inside Top Length ------------------
264.00
FT.
Inside Top Width ------------- ------
264.00
FT.
Side Slopes --- ------------- - --
2.5:1
H:V
Lagoon Surface Area -------------------
69,696
SF
Min. Liner Thickness (if required) ----------- - ------
3.4
FT,
Freeboard Depth ----------------
1.00
FT.
Temporary Storage Period - ----- --
180Days
Zone Depths:
TOTAL DESIGN VOLUME = 948743 (CU.FT.)
Treatment / Sludge Storage Zone Depth ----------- 11.5 FT.
Temporary Storage Zone Depth --- -- 10.3 FT.
Freeboard / Storm Storage Zone Depth ----------- 1.7 FT.
-
Total Lagoon Depth - 23.5 FT.

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Grower: 20383A Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 03/10/09
County: Sampson Sheet 12 of 12
This livestock waste treatment lagoon is designed in accordance with the North Carolina
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
NOTE: See attached Waste Utilization Plan
DESIGNED: <?
DATE:
COMMENTS:
This design is update of start and stop pump elevations and to show the 112
treatment volume level for sludge storage. This design does net super -cede the
certification of the farm.
P.O. Box 856,
[phone]

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

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

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

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an overflow problem from a surface water diversion or there may be seepage into
the lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before waste
loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the end of the
pipe to discharge near the bottom of the lagoon during initial filling or another
means of slowing the incoming water to avoid erosion of the lining.
4. When possible, begin loading new lagoons in the spring to maximize bacterial
establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon liquid
volume. This seeding should occur at least two weeks prior to the addition of
wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below 7.0, add
agricultural lime at the rate of 1 pound per 1000 cubic feet of lagoon liquid volume
until the pH rises above 7.0. Optimum lagoon liquid pH is between 7.5 and 6.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate biological
activity. Consultation with a technical specialist is recommended if these
conditions occur for prolonged periods, especially during the warm season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily
are optimum for treatment. Pit recharge systems, in which one or more buildings are
drained and recharged each day, also work well.
4

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

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

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

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) q lL) -433 - 3 3o 0
EMERGENCY MANAGEMENT SERVICES (EMS) Ck
SOIL AND WATER CONSERVATION DISTRICT (SWCD) I� p — S q� —191p3
NATURAL RESOURCES CONSERVATION SERVICE (NRCS)
COOPERATIVE EXTENSION SERVICE (CES)
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible location
for all employees at the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation, this may or may not be possible. Suggested
responses to some possible problems are listed below.
A. Lagoon overflow - possible solutions are.
a) Add soil to berm to increase elevation of dam.
b) Pump wastes to fields at an acceptable rate.
c) Stop all flow to the lagoon immediately.
d) Call a pumping contractor.
e) Make sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include:
a) Immediately stop waste application.
b) Create a temporary diversion to contain waste.
c) Incorporate waste to reduce runoff.
d) Evaluate and eliminate the reason(s) that cause the runoff.
e) Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers - action include:
a) Stop recycle pump.
b) Slop irrigation pump.
c) Close valves to eliminate further discharge.
d) Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators - action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Make sure siphon occurs.
d) Stop all flow in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks -
possible action:
a) Dig a small sump or ditch from the embankment to catch all seepage, put in a submersible
pump, and pump back to lagoon.
b) If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a day type soil.
c) Have a professional evaluate the condition of the side walls and the lagoon bottom as soon
as possible.

Assess the extent of the spill and note any obvious damages
a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone #, After hours,
emergency number: [phone]. Your phone call should include: your name, facility
number, telephone number, the details of the incident from item 2 above, the exact
location of the facility, the location or direction of the movement of the spill, weather and
wind conditions The corrective measures that have been under taken, and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
C. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice / technical assistance phone number.
4. If none of the above works call 911 or the Sheriffs Department and explain your problem to
them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize offsite damage.
a. Contractors Name: Murphy Brown LLC
b. Contractors Address: P.O. Box 856 Warsaw NC 28398
c . Contractors Phone: [phone]
Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: Kraig Westerbeek
b. Phone: (910) 293 - 5330
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.

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

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

t;oodson Farm
Facility 82-466
Swine Farm Waste Management — Odor Control Checklist
Permit No.: AWG100000
Da to / 019
INSTRUCTIONS FOR USE Owner Signature:
♦ 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
Iy9HLTA F51:F_T]
♦ 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
❑ OtherBMPs— 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.
❑x Other BMPs —please describe See'
• 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
* Burial 3' beneath the surface of the ground within 2
hrs. of knowledge of animal death. The burial must b
at least 300' from any flowing stream or public body
water (G.S. 106-403). The bottom of the burial pit
must be at least 1' above the seasonal high water
table. Attach burial map and plan.
* Rendering at a rendering plant licensed under G.S.
106-168-7.
Swine AMOC Page 1 of 6 APPROVED — 7/25/2019

Swine Farm Waste Management — Odor Control Checklist
Permit No.: AwG100000
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
HOUSE / BARN — WASTE HANDLING
♦ Flush tanks
❑ Install flush tank covers
♦ Odorous Gases
❑X Flush pits at least 4 times per day
♦ Partial microbial
❑ Empty pits at least once every 7 days
decomposition
❑ Underfloor flush with pit ventilation
♦ Agitation of wastes
❑ Install/extend fill lines to near bottom of
tanks with anti -siphon vents
❑ Install covers on outside waste collection or
junction box
❑ Install sump tank covers for lift stations
♦ Ammonia
® Flush/recharge with treated effluent
❑ Treat waste in pits with proven biological or
chemical additive
❑ Other BMPs — please describe
HOUSE / BARN — FLOOR AND INDOOR SURFACES
♦ Manure covered floors ❑X Scrape manure from alleys into pens daily
❑ Install fully slotted floor system
M 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
• Pit -flush systems
• Pit -flush systems
• Pit -recharge or "pull -plug" systems
• Monitor for any solids accumulation in pit
• Will move with other manure via pits
• Where applicable
• Aids in animal cleanliness
• Aids in animal cleanliness
• Solid floor/bedding systems
Swine AMOC Page 2 of 6 APPROVED — 7/25/2019

Swine Farm Waste Management — Odor Control Checklist
Permit No.: AWG100000
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
X❑ Install temperature and humidity sensors to
control ventilation
❑ Treat barn exhaust
❑ Other BMPs — please describe
* All barns have temperature sensors only
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.: AwG100000
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.: AwG100000
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
LAND APPLICATION (CONTINUED)
SLUDGE DISPOSAL
® 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
♦ Odorous gases X❑ Transport sludge in covered vehicles or tankers
® Apply in thin, uniform layers • Speeds drying and prevents ponding
® Incorporate land -applied sludge as soon as • Required within 48 hours or prior to next rain event,
practical after application, and in accordance whichever is first, for conventionally tilled
with permit. bare soils
❑ 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
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.nrcs.udsa.gov
www.nres.udsa.gov
www.nrcs.udsa.gov
www.nrcs.udsa.gov
Florida Cooperative Extension Service
NC State University
Swine AMOC Page 6 of 6 APPROVED — 7/25/2019

Version —November 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should beat least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
VRendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
Q A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
a In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
a ❑ Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
/ additional temporary procedures or measures for disposal according to G.S. 106-399.4.
2/26n9
Signature of Farm Owner/Manager Date
e;L 2/26/19
Signature of Technical Specialist Date

Dead Hole A (Max Depth 6.8")
2087 Dead Hole B (Max Depth 68
2087 Dead Hol De
plb'16 8,")
-41208*7 Dead Fig
2/038