310035_Application_20191223

December 23, 2019
Christine Lawson
NCDEQ Division of Water Resources
1601 Mail Service Center
Raleigh, NC 27699-1601
C AVA N A U G H
Subject: M&M-Waters Farm
Facility #31-35
AWS310035
Modification to Swine Digester Animal Waste Management System
Dear Ms. Lawson,
Cavanaugh & Associates, P.A., on behalf of Smithfield Foods, Inc, hereby submits the following
application to NCDEQ Division of Water Resources for review of the New Swine Digester Animal Waste
Management System application package for M&M-Waters Farm. The subject project is located in
Sampson County, North Carolina.
To facilitate your review of the enclosed documentation, the following is an itemized breakdown:
1. One (1) original 'New Swine Digester Animal Waste Management System' application form.
2. One (1) copy of the engineering calculations.
3. One (1) copy of a detailed narrative of the Swine Digester Animal Waste Management System.
4. One (1) copy of the FEMA FIRM map labeled with the 'Proposed Digester Site'.
5. One (1) copy of the permit form Section 3.6 components.
6. One (1) full-size set of the 'New Swine Digester Animal Waste Management System Plans', as well as
one (1) 11"x17" set.
Please do not hesitate to contact our office should you have any questions, comments, or require any
additional information.
Regards,
Cavanaugh & Associates, P.A.
4t 6 m� rl t,
Jeff P. Cappadona, P.E.
Attachments
cc: Kraig Westerbeek
DEC 2 3 2019
Cavanaugh & Associates, P.A., 1213 Culbreth Dr., NC 28405, [phone], Fax [phone], www.covanough com

Narrative
M&M & Waters Farm will utilize existing barns with slotted floors over flushing pits to collect manure.
Upon flushing, Barns 1-2 will gravity flow waste through a 12" PVC (DR 35) pipe to an influent pump
station. The influent pump station will utilize two 10 hp GEA pumps, with a typical flow of approx. 174
gpm through a 6" HDPE (DR 17) forcemain into the anaerobic digester. In the event of pump failure, an
8" PVC (DR 35) bypass pipe will gravity flow waste to the existing lagoon 'Waters 1 & 2' to prevent
overflow of the influent pump station.
Upon flushing, Barns 3-5 will gravity flow waste through a 12" PVC (DR 35) pipe to an influent pump
station. The influent pump station will utilize two 10 hp GEA pumps, with a typical flow of approx. 491
gpm through an 8" HDPE (DR 17) forcemain into the anaerobic digester. In the event of pump failure, an
8" PVC (DR 35) bypass will gravity flow waste to the existing lagoon 'Waters 3-4-5' to prevent overflow
of the influent pump station.
Upon flushing, Barns 6-8 will gravity flow waste through a 12" PVC (DR 35) pipe to an influent pump
station. The influent pump station will utilize two 20 hp GEA pumps, with a typical flow of approx. 376
gpm through a 6" HDPE (DR 17) forcemain into the anaerobic digester.
After treatment in the anaerobic digester (17,051 cubic yard total volume, 13,233 cubic yard volume at
freeboard), effluent will gravity flow through the 12" PVC (DR 35) digester outlet pipe to the effluent
pump station where it will be pumped by two 10 hp GEA pumps, with a typical flow of approx. 542 gpm
through a 6" HDPE (DR 17) forcemain to the existing lagoon 'Waters 3-4-5', where it will be irrigated in
accordance with the waste utilization plan. Additionally, the transfer pump station will pump from the
existing lagoon 'Waters 3-4-5' to the existing lagoon 'Waters 1 & 2' and existing lagoon
'M&M/Rivenbark' using two 10 hp GEA pumps, with a typical flow of approx. 390 gpm through a 6"
HDPE (DR 17) forcemain in order to balance the lagoons as needed

New Swine Digester Animal Waste Management System
1. GENERAL INFORMATION:
1.1 Facility name: M&M-Waters Farm
1.2 Print Land Owner's name: Murphy Farms, Inc_.
1.3 Mailing address: 885 Bonham Road
City, State: Magnolia, NC Zip: 28453
Telephone (include area code): (_) - Fax: () - Email:
1.4 Physical address: 885 Bonham Road
City, State: Mangnolia, NC Zip: 28453
Telephone number (include area code): (^) -
Latitude 34.8844' Longitude-78.1497' (Decimal Degrees From Google Earth)
1.5 County where facility is located: Duplin
1.6 Facility location (directions from nearest major highway, using SR numbers for state roads): From the intersection of NC 24
and Union Rd. in Turkev. NC (off of Exit 364 on I-40 ). head south on Union Rd. 0.3 miles, continue onto Needmore Rd. for
4.9 miles, turn left onto Wavcross Rd for 3.6 miles, turn left onto K. Brvan Rd. for 2.0 miles, continue onto Bonham Rd.
until you reach M&M-Waters Farm.
1.7 Farm Manager's name (if different from Land Owner): Jordan Heath
1.8 Lessee's / Integrator's name (if applicable; circle which type is listed):
1.9 Facility's original start-up date: Date(s) of facility expansion(s) (if applicable):
1.10 Design Contact name: Gus Simmons Phone [phone] Email: gus.simmonsur. cavanL%hsolutions.com
2. OPERATION INFORMATION:
2.1 Facility number: 31-35
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.
Tyne of Swine No. of Animals
® Wean to Finish 12,308
❑ Feeder to Finish
DEC 232019
rg�
2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system):
Required Acreage (as listed in the CAWMP): 114.01 Acres
Existing Application Area (pre construction): 123.53 Acres
Page 1 of 6

New Swine Digester Animal Waste Management System
Proposed Application Area (after construction): 117.42 Acres
Is there a change to the existing WUP? YES or NO (circle one)
Is the Existing WUP attached? YES 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 PRIMARY TREATMENT:
Treatment
Existing?
(Y�
Name of
Type of
Liner
Surface
Area
Type of Cover
Ttl Capacity
Req'd
Capacity
U nit Type
Treatment Unit
Material
s.f.
Material
(cu. ft.)
(cu. ft.)
Digester
N
Digester
Synthetic
48,654
Synthetic (80 mil)
357,300
341,997
Select
Select
Select
Select
Select
Select
b. SECONDARY STORAGE:
Name of Storage
Existing?
(Y/N)
Type of Liner
Surface Area
Ttl Capacity
Req'd Capacity
Unit
Material
(cu. ft.)
(cu. ft.)
Lagoon
M&M/Rivenbark
Y
Synthetic
135,512
1,117,952
896,905
Lagoon Waters 1 & 2
Y
Synthetic
93,000
536,549
523,455
Lagoon Waters 3-4-5
Y
Synthetic
112,554
681,351
676,034
Select
2.5 Are KNOWN subsurface drains present within 100' of any application fields?
2.6 Are KNOWN subsurface drains in the vicinity or under the waste management system?
2.7 Does this facility meet all applicable siting requirements? (See 3.3 for checklist)
2.8 Describe Water Movement between Barns, Digesters, and Storage Ponds
YES or NO (circle one)
YES or NO (circle one)
YES or NO (circle one)
Location
Pump Station or
Gravity
Pipe Size
Minimum Pump
Ca ity
Plan Sheet
Reference
GPM
TDH
Barns to Digester
Pump Station (A)
61/8"
491
26
C.2.18.1
Barns to Digester
Pump Station (B)
6"/8"
174
71
C.2.18.1
Barns to Digester
Pump Station (C)
611/8"
376
61
C.2.18.1
Digester to Secondary
Pump Station
6"
542
21
C.2.18.1
Secondary to Tertiary
Pump Station
6"
390
30
C.2.18.1
Select
Select
Select
Page 2 of 6

New Swine Digester Animal Waste Management System
0
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.
ARplicants Initials
3.1 One completed and signed original of the application for Swine Digester Animal Waste
Management System Application Form.
3.2 One copy of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied and a county road map with the location of
the facility indicated.
3.3 Documentation that proposed swine treatment/storage structures (NEW) meet the Swine Farm
Siting Act, including a site map. The scale of this map shall not exceed 1 inch = 400 feet. Site
Map included? YES or NO
All proposed digesters to occupied residences > 1500 feet OR no closer than existing setback.
Existing setback = > 1500 feet YES or NO
All proposed digesters to schools, hospitals, churches, outdoor recreational facilities, national
parks, state parks, historic properties, or child care centers > 2500 feet OR no closer than
existing setback. Existing setback = > 2500 feet YES or NO
All proposed digesters to property boundaries > 500 feet OR no closer than existing setback.
Existing setback = 27 feet YES or NO
All proposed digesters to Public Water supply wells > 500 feet. YES or NO
The map shall show the location of any property boundaries and perennial streams or rivers
located within 75 feet of waste application areas. YES or NO
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. Drawings shall be submitted (1) copy 2406
AND (1) Copy 11x17.
3.5 One copy of a detailed narrative of the Swine Digester Animal Waste Management System.
3.6 One copy of the CAWMP. The CAWMP must include the following components. Some of
these components may not have been required at the time the facility was certified but should be
added to the CAWMP for permitting purposes:
3.6.1 The Waste Utilization Plan (WUP) must include:
• The amount of Plant Available Nitrogen (PAN) produced and utilized by the facility
• The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
• A map of every field used for land application
• The soil series present on every land application field
• The crops grown on every land application field
• The Realistic Yield Expectation (RYE) for every crop shown in the WUP
• The PAN applied to every application field
• The waste application windows for every crop utilized in the WUP
• The required NRCS Standard Specifications for WUPs.
3.6.2 A site schematic. See Plan Sheet C.2.18.1
3.6.3 Emergency Action Plan
3.6.4 Insect Control Checklist with chosen best management practices noted
3.6.5 Odor Control Checklist with chosen best management practices noted
3.6.6 Mortality Control Checklist with the selected method noted
Page 3 of 6

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 Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your
submittal. (Composting, waste transfers, etc.)
4. ENGINEER'S CERTIFICATION:
I, (P.E. representing Owner's name listed in question
1.2), attest that this application for M&M-Waters Farm (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 to me as incomplete.
Signature . _ _ Date
Engineer's Seal
DEC 28 2019
5. FARM OWNER/PERMiTT>FE CERTIFICATION:
� r
I. M CA.- ��-� a •�. r1 S r (Owner/Permittee name listed in nnectinn 1 _71 attmt
that this application for M&M-Waters Farm (Facility name listed in question 1.1) has been reviewed by me and is accurate and
complete to the best of my knowledge. I understand that if all required parts of this application are not completed and that if all
required suppL rtingiDfo; niation and attachments are not included, this application package will be returned as incomplete.
Signature Date
6. MAN 4'S CERTIFICATION: (complete only if different from the Farm Owner)
1, IVI l— (" Q -,,5 5: r _ _ (Manager's name listed in question 1.7), attest that this
application for M& -Waters Farm (Facility name listed in question 1.1) has been reviewed by me and is accurate and complete to the
best of my knowledge. I understand that if all required parts of this application are not completed and that if all required supporting
are not included, this application package will be returned as incomplete.
Signature - Date
Page 4 of 6

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]
FAX NUMBER: [phone]
7. 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 DWQ regional office.
Therefore, you are required, prior to submittal of the application package, to submit this form, with items 1 through 6
completed, to the appropriate Division of Water Resources Regional Operations Supervisor (see page 5 of 5). At a minimum,
you must include an 8.5" by 11" copy of the portion of a 7.5 minute USGS Topographic Map which shows the location of this
animal waste application system and the downslope surface waters in which they will be located. Identify the closest
downslope surface waters on the attached map copy. Once the regional office has completed the classification,
reincorporate this completed page and the topographic map into the complete application form and submit the
application package.
7.1 Farm Name: M&M-Waters Farm
7.2 Name & complete address of engineering firm: Cavanaugh, 1213 Culbreth Dr., Wilmington, NC 28405
Telephone: [phone] Fax: ( - Email: gus.Simmons(ti2cavanaugl2solutions.com
7.3 Name of closest downslope surface waters: Unnamed Tributary to Stewarts Creek
7.4 County(ies) where the animal waste management system and surface waters are located: Du lin
7.5 Map name and date: Turkey. 2019
7.6 NC Professional's Seal (If appropriate), Signature, and Date: On map
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: Date:
(All attachments must be signed)
Page 5 of 6

DIVISION OF WATER RESOURCES REGIONAL OFFICES (09/2016)
Asheville Regional Supervisor
Washington Regional Supervisor
Raleigh Regional 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 Supervisor
Mooresville Regional Supervisor
Wilmington Region Supervisor
225 Green Street, Suite 714
610 East Center Avenue, Suite 301
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
Harnett Sampson
Cleveland Stanly
Duplin
Hoke Scotland
Gaston Union
Montgomery
Iredell
Winston-Salem Regional Supervisor
450 Hanes Mill Road, Suite 300
Winston-Salem, NC 27105
[phone]
Fax [phone]
Alamance
Rockingham
Alleghany
Randolph
Ashe
Stokes
Caswell
Surry
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadkin
Guilford
Page 6 of 6

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]
FAX NUMBER: [phone]
7. 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 DWQ regional office.
Therefore, you are required, prior to submittal of the application package, to submit this form, with items 1 through 6
completed, to the appropriate Division of Water Resources Regional Operations Supervisor (see page 5 of 5). At a minimum,
you must include an 8.5" by 11" copy of the portion of a 7.5 minute USGS Topographic Map which shows the location of this
animal waste application system and the downslope surface waters in which they will be located. Identify the closest
downslope surface waters on the attached map copy. Once the regional office has completed the classification,
reincorporate this completed page and the topographic map into the complete application form and submit the
application package.
7.1 Farm Name: M&M Farms (aka Water Farm)
7.2 Name & complete address of engineering firm: Cavanaugh, 1213 Culbreth Dr. Wilmington. NC 28405
Telephone: ( 877 ) 557 - 8923 Fax: (
Email: Lus.simmonsisc?cavanauehsolutions.com
7.3 Name of closest downslope surface waters: Unnamed Tribu to Stewarts Creek
7.4 County(ies) where the animal waste management system and surface waters are located Duplin
7.5 Map name and date: Turkey.. 2019
7.6 NC Professional's Seal (If appropriate), Signature, and Date: On map
TO: WATER QUALITY 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: LK� C� Y-�-s Cre ,
Classification (as established by the Environmental Management Commission): C.—• 5 joyrr�p
Proposed classification, if applicable:
Signature of regional office personnel:
(All attachments must be signed)
Date: 11 — ova+— 19
Page 5 of 6

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M&M-Waters Farm Digester Volume Calculation
Project: M&M-Waters Farm
Project No: BE.19.006
Date: 2019-12-12
Elevation ft.
Area (sq. ft.)
133.00
23,994
134.00
26,136
135.00
28,350
136.00
30,636
137.00
32,994
138.00
35,424
139.00
37,926
140.00
40,500
141.00
43,146
142.00
45,864
Freeboard Elevation 143.00
48,654
144.00
51,516
145.00
54,450
CAVANAU G H
Location: Duplin & Sampson County, NC Design By: JPC
Client: Smithfield Checked By: WGS
Incr. Vol cu. ft. , Cumul. Vol ; cu. ft.
25,065
25,065
27,243
52,308
29,493
81,801
31,815
113,616
34,209
147,825
36,675
184,500
39,213
223,713
41,823
265.536
44,505
310,041
47,259
357,300
50,085
407,385
52,983
460,368
�;••'
•••.••.•••
1 of 1

CAVANAU G H
Stews, rid. , o>,, . Sri
qMW
M&MmWater
Pump Stati
Calculations
rm
Project No.: BE.19.006
1 21 3 CULBRETH DR. • WILMINGTON, NORTH CAROLINA 28405 • 91 0.3-32.4462 • 91 0.392.461 2
WWW. CAVANAU G H S 11 LUTI ON S. GO

M&M-Waters Influent Pump Station
Pressure
25.00
50.00
75.00
100.00
psi
Flow
1.00
Ir 300.00
u 700.00
1000.00
GPM
Day 1, 12:
EPANET 2 Pagel

T
Page 1 12/12/2019 12:34:13 PM
**********************************************************************
* E P A N E T
* Hydraulic and Water Quality
* Analysis for Pipe Networks
* Version 2.0
**********************************************************************
Input File: IPS M&M & Waters.net
Link - Node Table:
Link
Start
End
Length
Diameter
ID
Node
Node
ft
in
----------------------------------------------------------------------
P1
11
J7
2305
6
P4
R3
J7
127
8
P5
J4
J6
150
6
P6
J5
36
2634
6
P7
J6
17
872
8
P-1
R1
J1
#N/A
#N/A
Pump
P-2
R1
J1
#N/A
#N/A
Pump
P-5
R4
J4
#N/A
#N/A
Pump
P-6
R4
J4
#N/A
#N/A
Pump
P-7
R5
15
#N/A
#N/A
Pump
P-8
R5
J5
#N/A
#N/A
Pump
Energy Usage:
Usage
Avg.
Kw-hr
Avg.
Peak
Cost
Pump
----------------------------------------------------------------------
Factor
Effic.
/Mgal
Kw
Kw
/day
P-1
100.00
75.00
256.41
5.78
5.78
0.00
P-2
0.00
0.00
0.00
0.00
0.00
0.00
P-5
0.00
0.00
0.00
0.00
0.00
0.00
P-6
100.00
75.00
107.51
3.17
3.17
0.00
P-7
100.00
75.00
298.66
3.12
3.12
0.00
P-8
100.00
75.00
298.66
3.12
3.12
0.00
----------------------------------------------------------------------
Demand
Charge:
0.00
Total
Cost:
0.00
Page 2
Node Results:
----------------------------------------------------------------------
Node Demand Head Pressure Quality

ID
----------------------------------------------------------------------
GPM
ft
psi
71
0.00
181.21
78.52
0.00
34
0.00
165.67
71.78
0.00
75
0.00
194.30
84.19
0.00
16
0.00
162.21
70.29
0.00
17
0.00
148.86
64.50
0.00
R1
-375.73
120.00
0.00
0.00
Reservoir
R3
1214.90
145.00
0.00
0.00
Reservoir
R4
-491.11
140.00
0.00
0.00
Reservoir
R5
-348.06
123.00
0.00
0.00
Reservoir
Link Results:
----------------------------------------------------------------------
Link
Flow
VelocityUnit
Headloss
Status
ID
GPM
fps
ft/Kft
----------------------------------------------------------------------
P1
375.73
4.26
14.04
Open
P4
-1214.90
7.75
30.38
Open
P5
491.11
5.57
23.05
Open
P6
348.06
3.95
12.18
Open
P7
839.17
5.36
15.31
Open
P-1
375.73
0.00
-61.21
Open
Pump
P-2
0.00
0.00
0.00
Closed
Pump
P-5
0.00
0.00
0.00
Closed
Pump
P-6
491.11
0.00
-25.67
Open
Pump
P-7
174.03
0.00
-71.30
Open
Pump
P-8
174.03
0.00
-71.30
Open
Pump

C AVA N A U G H
Pump System Design Spreadsheet - C = 120
Project: M&M-Waters Farm ,
Project No: BE. 19.006
Date: 2019-12-12
Location: Alin & Sampson ^i-n NL _ Design By: iP .
Client: Sm4hOeld Checked By:
Description: Etnuent Puma. Station
System Reoulrements
System
Pipe i
Pipe 2
Pipe 3
Length of Pipe
413
ft
ft
ft Daily Flow Rate
=
gpd
Pipe Diameter
6
in
in
in Design Period
h.
Elevation Difference
650
ft
gpm
gpm Average Flow
=
501)
gpm
BA513
OF DESIGN
Pipe Area
0.196
ftz
(additional flow)
(additional flow) Peaking Factor
=
1 Ou
C
120
Peak Flow
=
5:;,
gpm
Velocity At Selected Flow (f lsec)
E 1 �
-
Nozzle Head
=
0.00
ft
Purnip Chosen:
Pressure Head
=
0.00
ft
4" Nap 111 l
Duty Points: 1 Pump: 542 gpm 01 21.49 M 6.15 ftlsee
2 Pumps: 7" gpm ((8 33.75 R. 8.44 Mace
Step:
4
Manufacturer's
System Curve
Pump Curve Data
Friction Head Friction Head Friction Head Velocity Head
Flow Rate
Flow Rate
Velocity
Elevation Head
Pipe 1
Pipe 2 Pipe 3 (Submerged)
FittingfValve Head
Nozzle Head
Pressure Head
TDH
TDH
(GPM)
(ft'/sec)
waec)
(ft)
(ft)
Ift)
(ft)
(ft)
(ft)
•10
D
O.D0
0
_fR
6.50
0.OD
- 0.00
0.00
_0.00
0.00
6.50
30.11
20
0.D4
_
0.23
6.50
0.03
_
- 0.00
O.OD
0.00
0.00
6.53
40
0.09
0.45
6.50
0.09
- 0.00
0.02
0.00
0.00
6.61
BO
0.13
0. 88
6.50
0.20
- - 0.00
0.04
0.00
0.00
6.74
80
0.18
091
6.50
0.33
- 0.00
0.08
0.00
0.00
B.91
t00
0.22
1.13
6.50
0.50
- 0.00
OA2
0.00
0.00
7.12
48.D
120
0.27
1.38
6_50
0.71
- 0.00
0.17
0.00
0.00
7.38
140
0.31
1.59
6.50
0.94
0:00
0.23
0.00
0.00
7.67
160
0.36
1.62
6.50
1.20
- 0.00
0.30
0.00
0.00
8.01
45.0
160
0.40
2.04
6.50
1.50
- 0.00
0.39
0.00
0.00
8.38
200
0.45
227
6.50
1.82
- - 0.00
OAS
0.00
0.00
8.80
42 D
220
0.49
2.50
6.50
2.17
0.00
0.58
0.00
0.00
9.26
240
0.53
272
6.50
2.55
- 0.00
0.69
0.00
0.00
9.74
260
0.58
2.96
6.50
2.96
- 0.00
0.80
0.00
0.00
10.26
400
280
0_62
3.18
6.50
3_39
. 0.00
0.93
0.00
0_00
10 82
300
0.67
3.40
6.50
3.85
0.00
1.07
0.00
0.00
11.42
38 D
320
0.71
3.63-
6.50
424
0.00
1.22
0.00
0.00
12.06
340
0.76
3.86
6.50
4.86
- 0.00
1.3B
0.00
0.00
12.73
360
0.60
4.09
6.50
5.40
6. 00
1.54
0.00
0.00
13.44
35.13
380
0.85
4.31
6.50
5.97
- - 0.00
1.72
0.00
0.00
14.18
4D0
0_89
4.54
6.50
6.56
- 0.00
1.90
000
0.00
14.96
31.0
420
0.94
4.77
6.50
7.18
- - 0.00
2.10
0.00
UT
15.78
440
0.98
4.99
MO
7_83
- 0_00
230
Q00
0.00
16.63
460
1.02
5.22
6.50
B-50
- 0.00
2.52
0.00
0.00
17.51
28.0
480
1.07
5545
6S0
9.19
0.00_
2.74
0.00
0.00
18.43
580
1.11
5.67
6.50
9.91
0.00
2.97
0.00
0.00
19.39
25.0
620
1.16
5.90
6.50
10.66
0.00
3.22
0_00
0.00
20_38
540
1.20
6.13
6.50
11.43
0.00
3.47
0.00
0.90
21.40
560
125
6.35
6.50
1223
- 0.0
3.73
0.00
0.00
22.46
20 0
660
1.29
6.58
6.50
13.05
- 0.00
4.00
0.00
0.00
23.55
600
1.34
6.81
6.50
13.89
- 0.00
4.28
0-00
0 00
24.67
15.0
620
1.38
7.04
6.50
11.76
- 0.00
4.57
0.00
0_00
25.83
640
1.43
7.26
6.50
15.66
- 000
4.87
0.00
0_00
I702,
560
1.47
7.49
6.50
16.57
- - 0.00
5.18
0.00
0.00
2825
11.0
680
1.52
7.72
6.50
17.51
- 0.00
5.50
0.00
0.00
29.61
700
1.56
7.94
6.50
18.47
- - 0.00
5.83
0.00
000
30.80
5.0
720
140
8_17
6.50
19.46
-
6_17
_0_00
0.00
32.13
740
1.65
8.40
6.50
20.47
_0.00
- 0.00
6.52
0.00
0.-00
33.49
760
1,69
8.62
6.50
2151
- 0.00
6.87
0.00
0.00
34.88
780
1.74
8.85
6.50
22.57
- - 0.00
7.24
0.00
0.00
36.31
800
1.78
9.08
6.50
23.65
- 0_00
7.61
0.00
0,00
37.76
820
1.83
9.31
6.50
24.76
- - 0.00
8.00
0.00
0.00
39.26
840
1.87
R53
6.50
25.88
- - 0.00
8.40
0.00
0.00
40.78
860
1.92
9.76
6-50
27.04
- - 0.00
8.80
000
0.00
42.34
1.96
9.99
6.50
28.21
- - 0.00
9.21
0.00
0.00
43.92
_8_BO
900
2.01
10.21
6.50
29.41
- - 0.00
9.64
0.00
0.00
45.55
920
2.05
1D.44
6.50
3063
- - 0.00
10.07
0.00
0.00
47.20
940
209
1OA7
6.50
31.87
- - 0.00
10.51
0.00
0.00
48.88
Duty Points:
1 Pump =t2 121 SAS
6.50
11.50
- -
000 ]49 0.00 0.00 2149
2 Pumps Ina 1.66 8.44
6.50
20.67
- -
000 65g 000 0.00 33.75
FitBnaNalve Head:
Size in Description
K Factor
Ott
Total K
6 Gate Valve
0.12
0
0.00
6 Check Valve
0.75
1
0.75
6 Ball Valve
0.05
0
0.00
6 Butterfly Valve
0.68
0
0.00
6 Plug Valve
0.27
1
0.27
6 90• Elbow
0.45
5
2.25
6 45' Elbow
0.24
0
0.00
6 Tee(Branch)
0.90
1
0.90
6 Tee (Run)
0.30
0
0.00
6 Pipe Entrance
0.78
1
0.78
6 Pipe EAt
1.00
1
1.00
8 Tee (Run)
0.28
0
0.00
8 45' Elbow
0.22
0
0.00
8 Check Valve
0.22
0
0.00
8 Plug Valve
0.78
0
0.00
- 12" x 8" Reducer
1.89
0
0.00
12 Tee (Run)
0.23
0
0-00
12 45' Elbow
0.23
0
0.00
12 Plug Valve
0.39
0
0.00
12 90' Elbow
0.78
0
0.00
12 Pipe Exit
1.00
0
0.00
Total K: 5.95
-• FittingNelve Head = K (vz 12g)
1 of 2

70.0
50.0
2
E 30.0
c
a
G
20.0
10.0
�i,
M&M-Waters Farm
Effluent Pump Station CA+'''AN U G H
Pump Vs. System Curve
4" Hog Manure
O O O O O O O O O O O O O O O O O O O O O O O O O O O o O O O
LO O LO O LO O LO O LO O LO O LO O 0 O UO O LO O LO O 0 O LO O LO O M O
ICJ CO w r- � O O O O O_ O r r N N M M 'Cr' I M
� 1-r r 1 r V 11 � T-
Flowrate (gpm)
System Curve 1 Pump — 2 Pumps
2 of 2

CAVANAUGH
Pump System Design Spreadsheet - C = 120
Project M&M-Waters Farm
Location:. Dutslm & Ssmrnarr
County. V-
Design By: JM
Project No: BE.19 006
Client:
Smithfield
Checked By: WGS .
Date: '2019-12.6
Description: Transfer Pumc Station Waters345 to Waters12
Svstem Repiuirements
System
Pipe 1
Pipe 2
Pipe 3
Length of Pipe
2,828 ft
It
ff
Daily Flow Rate
=
gpd
Pipe Diameter
6 in
in
in
Design Period
=
h.
Elevation Difference
-15.00 ft
gpm
gpm
Average Flow
=
gpm
BASIS
OF DESIGN
Pipe Area
0.196 it'
(additional Bow)
(additional now)
Peaking Factor
=
1 Ou
C
120
Peak Flow
=
.'
gpm
Velocity At Selected Flow (fl/sec)
444
Nozzle Head
=
000
R
Pump Chosen:
Pressure Head
=
0,00
ft
3" Pontoon
High P ure
Duty Points:
1 Pump. 391 gpm Q 29.96 fl, 4.44 ftfsec
2 Pumps: 467 gpm A 47A7 ft, 5.3 fti-
Step:
28
Manufacturer's
System Curve
Pump Curve Data
Friction Head Friction Head
Friction Head
Velocity Head
Flow Rate
Flow Rate Velocity
Elevation Head
Pipe 1
Pipe 2
Pipe 3
(Submerged)
FittinglVelve Head
Nozzle Head
Pressure Head
TDH
TDH
(GPM)
(ft'lsec) (Nlsec)
(ft)
SB
(ft)
(ft)
(ft)
(fl)
(5)
(ft)
0
0,00
0
-15.00
0.00
-
0.00
0.00
0.00
0.00
-16.00
25
0.06
028
-15.00
0,27
-
0.00
0-01
0.00
0_00
-14.73
50
0.11
0.57
-15.00
0.96
-
0.00
0.03
0.00
0A0
-14 01
75
0.17
0.85
-15.00
2.03
-
0.00
0.07
0.00
0_00
-12_90
100
_9,22
1_13
-15.00
3.46
-
0.00
0.12
OAO
0.00
_-11.42
62.0
125
0.28
1.42
-15.00
5.22
-
-
O.DO
0.19
0.00
0.00
-9.59
150
0.33
1.70
-15:00
73232
-
0�00
0.27
0.00
0.00
_-7.41
57.0
175
0.39
1.99
-15.00
9.73
-
-
0.00
0.36
0.00
0_00
-4.90
200
0.45
2.27
A5.00
12.46
-
0.00
OA8
IRMO
0.00
-206
52.0
225
0.50
2.55
-15.00
15A9
-
0.00
9.60
O.DO
0.00
1.10
250
0.56
2.84
-15-00
18.83
-
0_00
0.74
0.00
O.DO
4.57
46.0
275
0.61
8,12
-15.00
2246
-
-
0_DO
0.90
0.00
_OA0
8.36
300
0_67
3.40
-15.00
26.38
-
O.DO
1.07
0.00
0A0
12.45_
410
S
0.72
3.69
-15.00
30.59
-
-
0.00
1.26
0.00
0.00
16.85
350
0.7B
3.97
-1500
35.09
-
000
1.46
0.00
0A0
21.55
35.0
375
0�84
4.26
-1500
39.87
-
-
OAO
1.67
0.00
0.00
2654
400
0.89
4.54
-1.5.00
44.92
-
0.00
1.90
0.00
0.00
31,83
29.0
425
0.95
4.82
-15.00
60.25
-
-
0.00
2.15
O.DO
0.00
37.40
450
1_00
5.11
65.86
-
-
0.00
2.41
0.00
O.DO
43.27
230
475
1.06
5.39
_-15.00
-15.00
61.74
-
-
9.00
2.68
9-0
0.00
49.42
50D
1.11
5.67
-15.00
67=88
-
0.00
2=07
0A0
0.00
5585
170
525
1.17
5.96
-15.00
74.29
-
-
0.00
3.28
O.DO
0.00
62.57
550
123
624
80.97
-
0.00
3.60
O.DO
0.00
69.57
100
575
1.28
6.53
_-15.00
-15.00
87.91
-
-
0.00
3.93
O.DO
0.00
76.84
600
1.34
6-81
-16.00
95.11
-
O.00
428
0.00
0-00
84,39
625
1.39
7.09
-15.00
102.57
-
-
0.00
4.65
0.00
0.00
92.22
650
1.45
7.38
-15.00
11029
0.00
5_03
0.00
0.00
100.32
675
1,50
7.65
-15.00
118.27
-
-
0.00
5.42
0.00
0.00
10B.69
700
1.56
7.94
-15.00
126.50
0.00
5.83
O.DO
0.00
117.33
725
1.62
823
-15.00
134.98
-
-
0.00
6.25
0.00
0.00
126.24
750
1.67
8.51
-15.00
143.72
,dYr
_ .O -
6.69
0-00
0.00
135.41
775
1.73
8.79
-15A0
152.71
-
-
0.00
7.15
0.00
0.00
144.86
$00
1.78
9.08
161.94
0_00
7.61
_0.00
0.00
154.56
825
1.84
9.36
_-15,00
-15.00
171.43
-
-
0.00
8.10
0.00
0.00
164.53
850
1.89
9_66
-15-00
181.17
0_00
8.60
0.00
QDO
174.76
875
1.95
9,93
-15.00
191.15
-
-
0.00
9.11
0.00
0.00
185.26
900
2.01
1021
.15.00
201.37
0.00
9.64
0.00
0.00
196.01
925
2.06
10.50
.15.00
211.84
-
-
0.00
10.18
0.00
0.00
207.02
950
2.12
10.78
-15.00
222.56
0.00
10.74
0.00_
O GO
21829
975
2.17
11.06
-15.00
233.51
-
0.00
11.31
0.00
0.00
229.82
1000
223
11.35
_-15.00
_244.71
0.00
11.90
_0_00
0.00
241.61
1,025
2.28
11.63
-15.00
256.15
-
0.00
12.50
0.00
0.00
253.65
1 050
2.34
11 92
-16.00
267.82
0.01)
13.12
0.00
0.00
265.94
1,075
2.40
1220
A500
279.74
-
-
0_00
13.75
0.00
0.00
278.49
1y100
2.45
12.48
-15_DO
291.89
0.00
14.40
0.00
0.00
291.29
1,125
2.51
12.77
-15.00
304.29
-
-
0.00
15.06
0.00
0.00
304.34
1,150
2_56
13.05
-15.00
316.91
_0.00
15.73
0.00
0.00
317.65
1,175
2.62
13.33
-15.00
329.78
-
0.00
16.43
0.00
0.00
331.20
Duty Points:
1 Pump 391
0,87
444
-15.00
4314
000
1.82
0-00
0.00
29.%
2 Pumps 0-1
1,04
630
_-is on -
5987
000
250
0.00
0.00
47.47
F_ itOrgNalve Head:
Size in
Description
K Factor
-CAM
Total K
6
Gate Valve
0.12
0
0.00
6
Check Valve
0.75
1
0.75
6
Ball Valve
0.D5
0
0.00
6
Butterfly Valve
0.68
0
0.00
6
Plug Valve
0.27
1
0.27
6
90Elbow
0.45
5
2.25
6
45: Elbow
0.24
0
0.00
6
Tee (Branch)
0.90
1
0.90
6
Tee (Run)
0.30
0
0.00
6
Pipe Entrance
0.76
1
0.78
6
Pipe Exit
1.00
1
1.00
a
Tee (Run)
0.28
0
0.00
8
4" Elbow
0.22
D
0.00
8
Check Valve
0.22
0
0.00
8
Plug Valve
0.78
0
0.00
12"x8"Reducer
1.89
0
0.00
12
Tee (Run)
0.23
0
0.00
12
45' Elbow
0.23
0
0.00
12
Plug Valve
0.39
0
0.00
12
90-Elbow
0.78
0
0.00
12
Pipe Exit
1.00
0
0.00
Total K
5.95
-.
FittingtValve Head =
K(vzf2g)
1 of

70.0
- M
50.0
r
m
40.0
m
m
v
E 30.0
c
0
� 20.0
10.0
M&M-Waters Farm
Transfer Pump Station
Pump Vs. System Curve
3" Pontoon High Pressure
CAVANAUGH
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
LO O N N M M � 't 0 LO O O O� r- O W O O O 0 �_ N_ N_ M_ M_ d qt 0
r T r r !T r r r T l
Flowrate (gpm)
System Curve - 1 Pump —2 Pumps
2 of 2

CAVANAUGH
Pump System Design Spreadsheet - C = 120
Project: M&M-Waters Fan
Location:
DuClm & Sampsan Counry, NC
Design By:
WI;
Project No: BE.19.006
Client:
Smithfield
Checked By: y'
Date: 2019-12-12
Description: Transfer Pump Station Waters345 to M&M
Svstem Reaulrements
System
Pipe 1
Pipe 2
Pipe 3
Length of Pipe
2.193 ft
ft
ft
Daily Flow Rate
=
gpd
Pipe Diameter
6 in
in
In
Design Period
=
hrs
Elevation Difference
-5,00 ft
gpm
gpm
Average Flow
=
gpm
BASIS
OF DESIGN
Pipe Area
0.196 ft'
(additional flow)
(additional flow)
Peaking Factor
=
1 00
C
120
Peak Flow
=
0
gpm
Velocity Al Selected Flow (ftfsec)
443
-
Noale Head
=
OAO
ft
Pump Chosen:
Preswre Head
=
0.00
ft
3-Pontoon
High Pressure
Duty Points: 1 Pump: 390 gpm CD 30,1 ft. 4.43 ftrsec
2 Pumps: 481 no. 0 46.84 fL
5A6 ft/sec,
Step:
25
Manufacturer's
Svstem Curve
Pump Curve Data
Friction Head
Friction Head Friction Head
Velocity Head
Flaw Rate
Flow Rate
Velocity
Elevation Head
Pipe 1
Pipe 2 Pipe 3
(Submerged)
FiffingfValve Head
Noale Head
Pressure Head
TDH
TDH
(GPM)_
(fOlsec),
(fmsec).
(t0
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(fl)
0
0.00
0
-5.00
0.00
-
0.00
0.00
0.00
O.OD
-5.00
25
0.06
0.28
-5.00
0.21
-
0.00
0.01
0.00
0.00
4.79
50
0,11
0.57
4. 00
0.74
-
0.00
0.03
0.00
0.00
423
75
0.17
0.86
-5.00
1.57
- -
0.00
0.07
0.00
0.00
-3.36
100
0.22
1.13
5.00
268
-
6.00
0.12
0.00
O.OD
;2 2-6
82.0
125
0.28
1.42
5.00
4. 55
-
O.OD
0.19
0.00
0.00
-0.76
150
0.33
1.70
-5.00
5.68
0.00
6-0
0.00
0.OD
0.94
570
175
0.39
1.99
-5.00
7.55
- -
0.00
0.36
0.00
O.OU
2.91
200
0.45
2.27
-5.00
9.66
0.A0
0.48
0.00
0.00
5.14
52.0
225
0.50
2.56
-5.00
12.02
0.00
0.60
0.00
0.00
7.62
250
0.56
2_84
-5.00
14.60
- -
0.00
0.74
0-00
OAD
10.35
Aka
275
0.61
3.12
-5.00
17.42
-
0.00
0.90
0.00
0.00
13.32
300
0.67
3.40
-6 00
20.46
0.00
1.07
0.00
0.00
16.53
AT 0
325
0.72
3.69
-5A0
23.72
- -
0.00
1.26
0.00
0.00
19.98
350
0.78
3.97
-5.00
27.21
0.00
1.46
0.00
0.00
23.67
35.0
75 3
0.84
4.26
-5.00
30.91
-
0.00
1.67
0.00
0.00
27.59
400
0.89
4.54
-5 00
34_84
0-00
1.90
0.00
0.00
31.74
29.0
425
0.95
4.82
-5.00
38.97
- -
0.00
2.15
OAO
6.60
36.12
450
1.00
5.11
-5 00
43.32
0.00
2.41
0.00
0.00
TO 73
23.0
475
1.06
5.39
-5.00
47.87
-
0.013
2.68
3.00
0.00
45.58
500
1.11
5.67
-100
5264
0.91)
287
0.00
0.-00
_50_61
170
525
1.17
5.96
-5.00
Val-
-
0.00
328
0.00
0.00
55.89
560
123_
-624
-5.00
6279
0.00
3.60
000
0.00
61.39
TOD
575
128
6.53
-5.00
68.17
- -
0.00
3.93
0.00
5.00
67.10
600
Tlu
6.81
-K00
73.75
0 D
428
6.00
0.00
73.04
625
1.39
7.09
5.00
79.54
-
0.00
4B5
6.00
0.06
79.19
650
1.45
7.38
5.00
85.53
-
0.00
5,03
0_00
0_00
85_55
675
1.50
7.66
-5.00
91.71
0.00
5.42
O.OD
0.00
92.13
700
1.56
7.44
:K- -0-098A9
-
0.00
5.83
6.66
6.00
98.92
MS
1.62
6.23
-5.00
104.67
-
0.00
6.25
6.00
0.00
105.93
750
1.67
6.51
5.00
111.45
0.00
6.69
O.OD
6. 00
113.14
775
1.73
8.79
-5.00
11&42
-
0.00
7.15
0.00
OAO
120.56
600
1.78
9A8
-5.00
125.58
-
0A0
7_61
0.00
_0.00
12820
825
1.84
9.36
-5A0
132.94
- -
D.0 0
8.70
0.00
0.00
136.04
850
1.89
9,65
-5.pU
140.49
- -
O.OD
8.60
_0.00
6. 00
144:08
75 8
1.95
9.93
-5.00
148.23
0.00
9.11
0.00
0.00
162.34
900
2.01
1021
-5.00
156.16
'
-6 --OD
9_64
6. 00
0_00
160.79
2.06
10.50
-5.00
164.27
6.00
10.18
0.00
0.00
169.46
_925
950
2. 22
10.78
-5.00
172. 88
-
0_00
-OD
10. 44
0�00
0_60
178.32
975
2.17
11.06
-5.00
181.08
-
6.
11.31
0.00
-600
6. 00
187.39
1,000
223
1135
-5.00
189.76
0.00
11.90
0.00
196.66
1,025
2_28
11.63
-5.00
198.63
- -
O.OD
12`50
0.00
0.00
206.13
11050
2.34
11.92
-5,00
207.69
- -
DAD
13_12
0.00
0.00
215.80
1,075
2.40
1220
-5.00
218.93
- -
9000
13.75
0.00
0.00
225.68
11000
245
12.48
-5A0
226.35
- -
DAD
14.40
0.00
0.00
235.75
1,125
2.51
12.77
-5.00
235.96
- -
O.OD
15.06
0.00
0.00
246.02
1 1500
2.55
13.05
-5.00
245.75
- -
O.OD
16.73
0.00
0.00
256.49
1,175
2.62
13.33
-5.00
255.73
- -
O.OD
16.43
0.00
D.00
267.15
Dutv Points:
1 Pump 390
0.87
4.43
-5.00
3328
-
0.00
1 81
0.00
000
3010
2 Pumps 411 r
1.97
5,46
-5.00
4908
- _
Goo
2.76
000
0 00
4684
FitlinrtNalve Head:
Size in
Description
K Factor
CU
Total K
6
Gate Valve
0.12
0
0.00
6
Check Valve
0.75
1
0.75
6
Ball Valve
0.0.5
0
0.00
6
Butterfly Valve
0.68
0
0.00
6
Plug Valve
0.27
1
0.27
6
90• Elbow
0.45
5
2.25
6
45' Elbow
0.24
0
0.00
6
Tee (Branch)
0.90
1
0.90
6
Tee (Run)
0.30
0
0.00
,
6
Pipe Entrance
0.76
1
0.78
6
Pipe Exit
1.00
1
1.00
8
Tee (Run)
0.28
0
0.00
8
45• Elbow
0.22
0
0.00
8
Check Valve
0.22
0
0.00
8
Plug Valve
0.78
0
0.00
-
12" x 8" Reducer
1.89
D
0.00
12
To (Run)
0.23
0
0.00
12
45°Elbow
023
D
O.DO
12
Plug Valve
0.39
0
0.00
12
90•Elbow
0.78
0
0.00
12
Pipe Exit
1.00
0
0.00
Total K: 5.95
-.
FittingNalve Head =
K (v / 29)
1 of

70.0
M
-M
m
40.0
E 30.0
0
ca
w
� 20.0
10.0
,o e
M&M-Waters Farm
Transfer Pump Station CAVANAUGH
Pump Vs. System Curve
3" Pontoon High Pressure
0 0 0 0 0 0 0 0 O O O O 0 0 0 0 O O O O O 0 0 0 O O O O 0 0 0
O LO
N N LL0 Mt0 COO ctitiwMO NNMhi0LO 0
Cc w M O u
1- 1- c-
Flowrate (gpm)
System Curve 1 Pump —2 Pumps
2 of 2

Murphy -Brown, LLC 12/10/2019 2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
NUTRIENT UTILIZATION PLAN
Growegs):
Farm Name:
Permit
Murphy -Brown, LLC dba Smithfield Hog Production
Waters 1-5, M&M Rivenbark; AWS310035
un
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Wean to Finish 12308
Feeder to Finish
Gilts
Boars
Storage Structure:
Storage Period:
Application Method:
Anaerobic Lagoon
>180 days
Irrigation
DEC %% 2019 `
l
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 cases you may want to have plant analysis made, which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, ft?, tons, etc.):
Farrow to Feeder
3861 gaUyr
galtyr
Farrow to Finish
10478 galtyr
gaUyr
Wean to Feeder
191 galtyr
galtyr
12308
Wean to Finish
776 galtyr
9,551,008 galtyr
Feeder to Finish
927 galtyr
galtyr.
Gifts
1015 gaUyr
gaUyr
Boars
2959 gaUyr
galtyr
Total 9,551,008 ga Ily r
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
Farrow to Wean
3.84 Ibs/yr
Ibs/yr
Farrow to Feeder
6.95 Ibs/yr
Ibs/yr
Farrow to Finish
18.86 Ibs/yr
Ibs/yr
Wean to Feeder
0.34 Ibs/yr
Ibs/yr
Wean to Finish
1.4 lbstyr
17,231 Ibs/yr
Feeder to Finish
1.87 ibs/yr
Ibs/yr
Gilts
1.83 Ibs/yr
Ibs/yr
Boars
5.33 Ibstyr
Ibs/yr
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage: 117A2
Total N Required 1st Year. 27740AB
Total N Required 2nd Year. 27556.30
Average Annual Nitrogen Requirement of Crops: 27,648.39
Total Nitrogen Produced by Farm: 17,231.20
Nitrogen Balance for Crops: (10,417.19)
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 Year 2 of a 2 year crop roreuon
Lbe N
/AG
Total Me N
Utilized
end Crop Time to 2nd Crop 2nd Crop Lbe WAG
Code I Yield Ibs WUnR Reeidual
Lba N
JAc
Total lea N
Utilized
Total
Lbe WAc
Total Itts N
Utilized
Tract
_
Field
Irrigated
Acreage
8611
T
11 at Crop
Code
i
Time to
tat Crop
Yield
tat Crop
ibe NlUnit
Lba WAc
Residual
0.00
0.00
0.00
368.53
93.96
319.48
250.56
525.43
432.63
646.49
83.00
634.62
313.50
128.50
303.00
81.50
230.00
142.50
73.00
219.50
194.50
111.00
0.00
0.00
175.50
0.00
0.00
342.34
99.50
99.50
148.58
193.44
193.44
193,44
193.44
241.50
241,50
241.50
349.00
241.50
349. 00
349.00
349.00
349.00
261,20
261.20
261.20
349.00
349.00
281.20
99.50
99.50
201.20
99.50
148.58
241.50
508.45
198.01
4597.07
682.84
174.10
591.93
484.28
1011.89
833.18
1050.53
679 34
1221.99
2188.23
898.93
2114.94
688.87
1201.62
744.42
381.35
1532.11
1357.61
579.86
202.98
112.44
916.81
179:10
469.51
659.30
wefts 3.5
Waters 3-6
waters 3-5
Waters 1&2
Waters 1&2
wet-1&2
Waters 1a2
Waters 1&2:
Waters tat
Waters 1921
waters tat
We 1&2
Waters lag
Waters 1&2
Waters 1&2
waters 1&2
M&M/RB
M&MlRB
M&WRB
M&WRB
M&WRB
M&M/RB
Waters M
Waters 3-5
M&M/RB
waters 3-5
Waters 3.5
Waters 1a2
1
2
P1
11
12
13
14
16
17
18
19
20
21E
21 W
22E
22W
23
24
25
28
27
28
31
32
subfield 23-28
subfield 1.2
subfield P1
eubfleld 1rma.2o
5.11
1.99
30.94
3.53
0.9
3.06
2.4
4.19
3.45
4.35
1.66
5.08
6,27
2.67
6.06
1.83
4.6
2.85
1.46
4.39
3.89
2.22
2.04
1.13
3.51
1.8
3.16
2.73
Aut la
Au is
Goldsboro
Aut Ye
Aut -he
Aut "Ike
A pie
Norfolk
Norfolk
Norfolk
Norfolk
Norfolk
Norfolk
Norfolk
Nr3rkgk
Norfolk
:n
Gc: :;ro
Gci, :,ra
1;
Air'.:. 40
% vita
Bisrfton
Aulryvig&
Goidsbom
Neft1k
O
1 O
0
D
D
D
D
D
D
D
C
D
C
C
C
C
C
C
C
C
C
C
0
0
C
O
0
D
Apr-SePtj5
ApraSeptl5
Se tl5
Feb 15-Junt
Fab 15-Jurif
Feb 15-Jun
Feb 16-Jun
Feb 15-Jun
Feb 15-Jun
Fab 15-June
Ntar- t
Feb 15-Jun
Mar -Se
Mar -SW
!Ner-Se
Mar- t
Mar -Sept
Mar -Set
Mar -Set
Mar -Sept
Mar -Sept
Mar --Set
1 Apr-Septl5
Se t15
Mar -Sept
APr-SePt15
A Se t15
Fab 16-Jun4
25.0
25.0
38.0
102.0
102.0
102.0
102.0
138.0
138.0
138.0
6.5
138.0
8.5
6.5
0.5
6.5
4.4
4.4
4.4
6.5
6.6
4.4
25.0
25.0
4.4
25.0
38.0
138.0
3.98
3.98
3.91
1.02
1.02
1.02
1.02
0.95
0.95
0.95
48
0.95
46
46
46
46
48
48
48
1 46
1 46
48
3.83
3.98
48
3.98
3.91
1 0.95
15
15
15
15
15
15
15
99.50
99.60
148.58
89.04
89.04
89.04
89.04
116.10
116.10
116.10
299.00
116.10
299.O0
299.00
299.00
299.00
211.20
1 211.20
1 211.20
299.00
299.00
211.20
99.50
99.50
211.20
99.60
1 148.58
118.10
508.45
198.01
4597.07
314.31
80.14
272.48
213.70
486.46
400.55
505.04
498.34
587.47
1t174.73
788.43
1811,94
487.37
971.52
601.92
308.35
1312.51
1183.11
468.86
202.95
112.44
741.31
179.10
469.51
316.95
40.00
N Sept -Apr 45 2.32
N Sept -Apr 45 2.32
N l A r 45 2.32
N Sap] -Apr 45 2.32
N Sept -Apr 60 2.09
N Sept -Apr 60 2.09
N Se - r 80 2.09
L Sep! -her 1 50
N Sc t-A r 80 2.09
L Se 1- r 1 50
L t,A r 1 50
L Sept -Apr 1 1 50
L Sept -Apr 1 50
L Sept -Apr 1 50
L Se -A r 1 50
L Se A 1 50
L Se A r 1 50
L Sept -Apr 1 50
L Sepl-Apr 1 1 60
L Se t-A r 5D
N Se -A r 60 2.09
0.00
0,00
104.40
104,40
104.40
104.40
125.40
125.40
125.40
50,00
125.40
50.00
50.00
50.00
60,00
50.00
50.00
50.00
50.00
50.00
50.00
0.00
0.00
50.00
0.00
0.00
125.40
Waters 1&2
Waters 1 &21
subfield 19,21Ew,22EW
subfield 13,14
2.53
1.27
Norfolk
Aut He
C
D
Mar -Set
Feb 15-Junt
6.5
102.0
46
1.02
15
299.00
89.04
756.47
113.08
L
N
Sept -Apr I
So -A r
1
45
50
2.32
50.00
1D4.40
126.50
132.59
349.00
193.44
802.97
245.67
Waters l&2
'-tm
subfield 11,12
1.4
Aut ills I
D
Feb 15-June
102.0
1.02
16
69.04
124.66
N
Se -A r
45
2.32
104.40
140.16
193.44
270.82
3.6
subfield 31,32
1.38
Autrwille
0
Apr-SeFnj5
25.0
3.98
99.60
137.31
0.00
0.00
90.50
137.31
i
Totals: 123.53 21BOL62 5973.09 �76dR.30
3(b) of 11

3(a) of 11

Reception Area Specifications Optlonaf Brain Sorghum Substitute for Soybeans
Tmot Field Irrigated Sall let Crop Time to tat Crop tat Crop Lbs WAc Lbs N Total 16s N
Acres e Type Code Apply Yield The WUnit Residual At Utilised
2nd Crop Time to 2nd Crop 2nd Crop Lbs WAc Lbe N Total The N
Code Apply Yield Ibs NNnit Residual IAc Utilised
Tail
Lbs WAc
Total Ibs N
t1tlllxed
i
waters 3a
1
5.11
Aut ' e
M
Mar15-Au
40.0
.94
77.60
396.54
0.00
0.00
77.60
396.54
3-6
2
1.99
AutTAe
M
MarlEAuj
40.0
1.94
77.60
164.42
0.00
0.00
77.60
164.42
_Met-
Waters 33
P1
30.94
Goldsboro
M
Mar15 Au 106.0
1.78
115.70
3579.76
0.00
0100
116.70
3578.78
Waters 1&2
11
3.53
Aut vide
M
Marl5-AU%
40.0
1.94
77.00
273.93
0.00
O.DO
77.60
273.93
Waters 1s2
12
0.8
Aut vllfe
M
AMerEIL5-Aul
40.0
1.94
77.60
69.84
0.00
0.00
77.60
69.84
Waters 162
13
3,06
Autry vIk
M
Marl5-Aun
40.0
1 1.94
77.50
237.40
0.00
0.00
77.60
237.46
Waters 1B2
14
2.4
M
Mar16•Au
40.0
1.94
77.60
186.24
0.00
0.00
77.60
186.24
Waters 1&2
18
4.19
M
ar16-Au
55.0
1.78
97.90
410.20
0.00
O.Oc
97.90
410.20
Waters 182
17
3.45
M
Marl 5-Aug
55.0
1 7r
97.90
337.78
0.00
0.00
97.90
337.76
Waters 1B2
18
4.35
PAutrvv'IIIII!IU%e
M
Marl 6-Aug
55.0
97.90
426.87
0.00
O.Oc
97.90
425.87
Waters 182
20
5.06
M
Marl5-Ati
55.0
1.70
97.90
495.37
0.00
O.Oc
97.90
495.37
Waters 3-5
31
2.04
M
Marl 5-Aug
40.0
1.94
77.60
168.30
0.00
O.OD
77.60
158.30
Waters 3.5
32
1.13
M
Mar15-Au
40.0
1.94
77.60
87.69
0.00
0.00
77.60
87.69
waters 3.6
subfteld 1.2
1.8
M I
Marl5-Au
40.0
1 1.94
77.60
139.68
0.00
0.00
77.50
139.66
Waters 3-5
subfield Pt
3A6
Goldsboro
M
Marl 6-Aug
65.0
1.78 1
116.70
365.51
1
1 0.00
0.00
115.70
385.61
Waters 1&2
subneml6-1s20
2.73
Norfolk
M
Marl &
55.0
1.78
97.90
267.27
0.00
0.00
97.90
267.27
Waters 14Z
subrreld 13.14
1.27
Aubyvife
M
MarIS-Aug
40.0 -
1.94
77.60
98.55
0.00
0.00
77.60
98.55
Waters 1&2
aubilald 11 12
1.4
M=Io
M
10405-Aup
40.0
1.94
77.60
108.64
0.00
0.00
77.60
108.64
waters 3.5
mWeld 31.32
1.38
Aut lle
M
Marl5-Aua
0.0
1.94
77.60
107.09
0.00
0.00
77.60
107.09
ToLafs: 79.89 7990.2f 0.00 7900.21
3(c) of 11

This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields (i.e. small grain, etc, interseeded in bermuda), forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care
should be exercised not to let small grain reach maturity, especially late in the season (i.e.
April or May). Shading may result 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 fail.
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 Bermudagrass
PasturelGrazed
C
Hybrid Bermudagrass Hay
Hay
B/C
Comb. Hybrid Bermudagrass
Graze/Hay Combination
D
Com - Grain
Grain Crop
E
Corn - Silage
Silage
F
Cotton
Cotton Lint
G
Grazed Fescue
Pasture/Grazed
H
Fescue Hay
Hay
I
Oats
Grain Crop
J
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; Bumed/Disked In
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.
4of11

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications PAN
Nanimal Farm Totalr r
Farrow to Wean
0.8
Farrow to Feeder
0.96
Farrow to Finish
3.9
Wean to Feeder
0.07
12308 Wean to Finish
0.27 3323.16
Feeder to Finish
0.34
Gilts
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 3323.16 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 16615.8 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 55 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 132.9264 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.
soil
Application Rate
Application Amount
Tract Hydrant
Type
Crop_
in/hr
*inches
Waters 3-5 1 -
Autryville
D
0.6
1
Waters 3-5 2
Autryville
D
0.6
1
Waters 3-5 P1
Goldsboro
D
0.4
1
Waters 1 W 11
Autryville
O
0.6
1
Waters 1 W 12
Autryville
O
0.6
1
Waters 1 W 13
Autryville
O
0.6
1
Waters 1 M 14
Autryville
O
0.6
1
Waters 1 W 16
Norfolk
O
0.5
1
Waters 1W 17
Norfolk
O
0.5
1
Waters 1W 18
Norfolk
O
0.5
1
Waters 1&2 19
Norfolk
C
0.5
1
Waters 1 W 20
Norfolk
O
0.5
1
Waters 1 W 21 E
Norfolk
C
0.5
1
Waters 1 W 21 W
Norfolk
C
0.5
1
Waters 1 W 22E
Norfolk
C
0.5
1
Waters 1 W 22W
Norfolk
C
0.5
1
M&WRB 23
Blanton
C
0.35
1
M&M/RB 24
Blanton
C
0.35
1
M&M/RB 25
Blanton
C
0.35
1
M&WRB 26
Goldsboro
C
0.4
1
#REF! #REF!
#REF!
#REF!
#REF!
#REF!
#REF! #REF!
#REF!
#REF!
#REF!
#REF!
Waters 3-5 31
Autryville
D
0.6
1
Waters 3-5 32
Autryville
D
0.6
1
M&M/RB ubfield 23-2
Blanton
C
0.35
1
Waters 3-5subfield 1,2
Autryville
D
0.6
1
Waters 3-5subfield P1
Goldsboro
D
0.4
1
Waters 1&23freld 16-18
Norfolk
O
0.5
1
Waters 1 &2d 19,21 EW
Norfolk
C
0.5
1
Waters 1&2ubfield 13,1
Autryville
O
0.6
1
Waters 1 &2ubfield 11,1
Autryville
O
0.6
1
Waters 3-5ubfield 31,3
Autryville
D
0.6
6 of 11

Additional Comments:
This plan revised to show a crop change from row cro s to bermudagrass,
hay with overseed hay for fields 23-28 and sub 23-28. All other parameters
remained the same.
Grain sor^hum may be substituted for soybeans if desired. If this option is
utilized, the 15 Ibs N/ac residual taken from corn following soybeans may be
added back to the corn rate.
OPTIONAL: Subfields may be optional.
Producer may plant a non -harvested cover crop in any row crop field if desired.
The rate shall be 30 Ibs N/ac maximum applied from Sept -Apr and the amount
applied must be deducted from the following crops starting PAN rate.
12/10/2019 - Removed pulls 27 & 28 for the digester,
DEC 23 2019
7of11

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: Waters 1-5, M&M Rivenbark; AWS310036
Owner: Murphy -Brown, LLC dba Smithfield Hog Production
Manager:
Owner/Manager Agreement:
/we understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. I/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWR before the new
animals are stocked.
/we understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWR upon request.
Name of Facility Owner: Murphy -Brown, LLC dba Smithfield Hog Production
Signature:
Name of Manager (if different from owner):
Signature:
Date
Date
Name of Technical Specialist:
M. Kevin Weston
Affiliation:
Murphy -Brown, LLC.
Address:
2822 Hwy 24 West, PO Drawer 856
-
Warsaw, NC 28398
Telephone:
[phone]
Signature:
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.
2 There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of the waste, he/she shall provide
evidence of an agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the responsibility of the
owner of the waste production facility to secure an update of the Nutrient Utilization Plan
when there is a change in the operation, increase in the number of animals, method of
application, recieving crop type, or available land.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic
crop yields based upon soil type, available moisture, historical data, climatic conditions,
and level of management, unless there are regulations that restrict the rate of applications
for other nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land eroding at more than 5 tons per acre per year but less than 10 tons
per acre per year provided grass filter strips are installed where runoff leaves the field
(See USDA, NRCS Field Office Technical Guide Standard 393 - Filter Strips).
5 Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the land application field.
6 When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland. When waste is applied to conservation tilled
crops or grassland, the waste may be broadcast provided the application does not occur
during a season prone to flooding (See 'Weather and Climate in North Carolina" for
guidance).
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control odor and
flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
9 of 11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
9 Animal waste shall be applied on actively growing crops in such a manner that the crop is not
covered with waste to a depth that would inhibit growth. The potential for salt damage from
animal waste should also be considered.
10 Nutrients from waste shall not be applied in fall or winter for spring planted crops on soils with a
high potential for leaching. Waste/nutrient Ioachng 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.
i4 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

Warta �5, M&M Rimbark
Faoft Nola 31-35
scow 1"-4`
Faial Ha 23-25 - ZLVZ AC
Netted = 19.41 Ac.
3ub 23-29 = 3.51 Aa.
eedicationa:
Travelers w.^!elean
W/1.08" Nozzle 9 60 P
182 GPM: Sod WD
OR
W/1.18' Nozzle 0 50 P
205 GPM; 300' WO
200'-240' lane Spachi
Valley 800P Pivot
Machine Length = 884.a
End tun Radius = 94.5'
Total SW GPM 0 50 PSI
(407_5 GPM Machine + 92.5 GPM End Qm)
Total Fid Pt = 34.10 Ac.
Wetted = X94 Ac.
Sub P1 = 3.118 AC.
Total Fld 1-2 = 8.90 As.
Wetted - 7.10 Ac-
Sub 1-2 a 1.110 AC.
Total Fid 31--32 = 4,55 Aa
Wetted = 3.17 Ac.
Sub 31-32 = 1.36 Ac.
Total Fid 13--14 - 6.73 Ac.
Wetted - 5.46 Ac.
Sub 13-14 - 1.27 Ac.
Total Rd 11-12 - 5.83 Am
Wetted = 4.43 Ae.
Sub 11-12 - 1.40 Am
Total Rd 16-18,20 = 49.i
Wetted a 17.05 Ac.
Sub 16-19.20 = 2.73 Ac.
Total Fid 19,21EW-22EW = 20.;
Wetted = 1&19 Ac.
Sub 10,21£W-22EW - 2.53 Ac,
PUILL
Aches
t
.11
2
1.99
11
3.53
12
0.90
13
3.06
14
2.40
16
4.19
17
145
18
4.35
19
1.06
20
5.05
21E
6.27
21W
2.57
22E
6.06
22W
1.63
23
4.00
24
2.85
25
1.46
26
4,39
27
3.69
28
2.22
31
2.04
32
1.13
PS
30.94
Total
105.75

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least. 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered Please verify all farformadon and make ally necessary corrections below.
Application »rust be signed and dated by the Permitiee.
1_ Farm Nurnber: 31-0035 Certificate OfCoverage Number: AWS310035
2. Facility Name: Waters Farm 1-5 M&M Rivenbark
3. Landowner's Name (same as on the Waste Management Plan): MgMhv-Brawn LLC
4. Landowner's Marling Address: PO Box 856
City: Warsaw State: NC Zip: 2&398-0856
Telephone Number. 91 - 3-3434 Ext-E-mail: kraiawesterbeek nuMh-ybrownllc.eom
5. Facility's Physical Address: Sr It 17
Cirty: Ma o ' State:
6. County where Facility is located: ))a in
7. Farm Manager's Name (if different from Landowner):
a. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write 'None"):
10. Operator Name (OIC): lames Derek Braun
11. Lessee's Name (if there is not a Lessee, write "None°):
NC
Michael Norris
910-299-2111 Ext,
MMnhy-Brown LLC
Phone No.: 910-299-2111.
12. Indicate animal operation type and number:
Current Permit: [operations 'type Allowable Count
Swine - Wean to Finish - - 12,308
Operation Types -
Swine
Cattk
Dry Poultry
Wean to Finish
Dairy Calf
Non Laying Chickens
Wean to Frsder
Dairy Heifer
laying Chickens
Farrow to Finish
Milk cow
Pallets
Feeder to Finish
Dry Cow
Turkeys
Farrow to Wean
Beef Stocker Calf
Turkey Pullet
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
NVet Pepttry
Gilts
Other
Non Laying Pullet
Other
Layers
Zip: 28453
OIC #: 1 %32
Other Types
Horses - Horses
Horses - othu
Sheep - Sheep
Sheep - Other

13, Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic.
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
M&M RIVENBARK 2748
:O 1 'J
5 t1
1.117.952.00
17, S t :, 4 -,I.
f �� t9lee
W ATERS 1-2 2627
O =t
►
5365549.00
WATERS 3,4,53141
Mail one (1) copy of the Certifier! Animal Waste Management Plan (CAWAIP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the fallowing components:
1. The most recent Waste Utitization Plan (WUP), signed by the owner and a certified technical specialist, containing;
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc_)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schemir is
3. l mi—agercy Action Plat;
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sire the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
9. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e_g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, yea tan scan and email one signed ©apy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all .required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6A, sty person who knowingly makes . any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section I001 provides a punishment by a fine of not more tbaa $10,000 or imprisonment of not more than 5 years, or both for
a similar ofteose.)
Printed Name of Signing Official (Landowner, or if multiple Landawners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer ofthe corporation):
Name- Tift,
Signature: Date ` a 'Z-*' @ `�
Name: Title:
Signature: -- — — - Date:. -- --
Name:
Title:
Signature: _ Date:
THE COWLETED APPLICATION SHOULD BE MU TO THE FOLLOWING ADDRESS:
NCDFAJ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 276994636
- Telephone number: [phone]
E-malh 2919PetmitRenewal@mcdenngov
FORM: RENEWAL -STATE GENFAAL =019

Murphy Brown, LLC 4/5/2019 2822 Hwy 24 West
P.O. Box 8W
Warsaw, MC 28398
NUTRIENT UTILIZATION PLAN
Grower(s): Murphy -Brown, LLC dba Smithfield Hog Production
Farm Name: Waters 1-5. M&M Rivenbark; AWS310035
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Wean to Finish
Feeder to Finish
Gifts
Storage Period: >180 days
Application Method: Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer requirod 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 .L-aste 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.
1 of 11

This plan is based on the waste application method shown above. If you choose to change
methods in the future, you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility, In some cases you may want to have plant analysis made, which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production_
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
21-1.0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, fe, tons, etc.):
Capacil;y Type Waste Produced per Animal Total
Farrow to Wean
3203 gatyr
gal/yr
Farrow to Feeder
3861 gatyr
gallyr
Farrow to Finish
10478 gallyr
gaityr
Wean to Feeder
191 gattyr
gatyr
12308
Wean to Finish
776 gatyr
9,551,008 gallyr
Feeder to Finish
927 gaityr
gaityr
Gifts
1015 gallyr
gallyr
Boars
2959 gaityr
I gallyr
Total 9,551,008 gallyr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
Capacity Type Nitrogen Produced par Animal Total
Farrow to Wean
3.84 Ibs/yr
Ibs/yr
Farrow to Feeder
6.95 Ibs/yr
Ibs/yr
Farrow to Finish
18.86 lbs/yr
Ibs/yr
Wean to Feeder
0.34 lbs/yr
Ibs/yr
123M
Wean to Finish
IAlbslyr
17,231 Ibs/yr
Feeder to Finish
1.67 lbslyr
Ibs/yr
Gilts
1.83 Ibs/yr
lbstyr
Boars
5.33 r
I Ibsl r
TOtaf 17,231 IbW
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: 123.53
Total N Required 1st Year: 29677.95
Total N Required 2nd Year: 27556.30
Average Annual Nitrogen Requirement of Crops: 28,617.13
Total Nitrogen Produced by Farm: 17,231.20
Nitrogen Balance for Crops: (11,386.93)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2of11

Reception Area Specifications Yew 7 of a 2 year crop rotWon
Treat Field IrrigstadSall tat Crop Tlma to let nap latCrop LbqNIAc Lba N Totm Ibe H
Aamge Typa Code APPIY Yield The N1Unit Reakdual lAa UNI1n1d
2nd Crap T ma to 2nd Crop 2nd Crop Lbe NIAC Lbns N Total lba N
Cade Apply Yield Ibe N1Unit Reeidunl /Aa Utilized
Total
Lbs NfAc
Total Ibs N
Utilized
waters 3.5
1
5.11
Aul lie
D
Feb 15-Ju
102.0
1.02
16
89.04
454.99
N
-
46
X32
1
104.40
533.48
193.44
966,48
watara33
2
1.99
Auk a
Fab 15-Ju
10 .
1.0
18
88.04
177.19
N
-Arr
45
2.32
104.40
207.78
193.44
384.95
watum 3-6
P1
30.94
ibosv
D
Feb 15-Jun
160.0
0.96
16
133.20
4121.21
N
E•: r
66
2A9
135.85
4203.20
289.05
8324.41
wahm 1&7
11
3.53
e
O
Apr-5e 5
25.0
3.98
99.50
351.24
0.00
0.00
99.50
351.24
wau,s 182
12
0.9
e
O
t16
25.0
3.98
99.50
89.55
0.00
0.00
99.50
88.55
waters 192
'3
3.
a
8pt15
25.0
3.98
99.60
304.47 1
0.00
0.00
9"0
304.47
waters 1a2
14
2.4
we
0
A 5
25.0
3.98
99.60
238.80
0.00
0.00
0.00
0.00
99.50
136.85
238.80
573.40
watery 162
16
4.19
Nmft
O
Apr-SwH6
35.0
3.91
136.85
673.40
watery 182
17
3.46
Raffam
ApT 15
5.0
3.91
136.85
472.13
0.00
0.00
135.85
472.13
w� U2
18
4.35
n5
35.0
. 1
136.86
695.30
0.00
0.00
138.85
595.30
watery W
19
1.65
Mar -Set
6.5
46
209.00
495.34
L
So -A
1
60
60.00
83.00
349.00
579.34
waters M
20
5.08
0015
35.0
3.91
138.85
692.46
0.00
0.00
136.86
892.46
vftwg Ia2
2f
6.27ar-
KNorWx
a
5.5
46
299.00
1674.73
L
Se t-A
1
50
50.00
313.50
349.00
218823
Waters 1&2
21W
2.57Mar-
a
8.5
46
299.00
768.43
L
S -Apr
1
50
60.00
128.50
340.00
696.93
watarsi&2
22E
6.08
ary t
B.B
46
299.00
1611.94
L
e -A r
1
50
$0.00
303.00
349.00
2114.94
watesat82
22W
1.BHB,5
46
209.00
457.37
L
W-A
1
50
60.00
81.50
349.00
580.37
M&M/RB
23
4.8
mar-Sw
4A
48
211.20
971.62
L
8a
1
50
50.00
230.00
261.20
1201.52
M&WRB
24
2B5
Stanton
C
Mar
4.4
48
211.20
601.82
L
Sa
1
50
50.00
142.50
261.20
744.42
M&WRB
25
1.48
B n
C
Mar- t
4A
48
211.20
30IL35
L
Apr
1
50
50.00
73,00
261.20
381.35
M&WRB
28
4.39
tdddab*ro
C
6.5
46
299.00
1312.61
L
Se
1
50
60.00
219,50
349.00
1532.11
M&M/RB
27
3.89
dE0ro
C
Mar-
Malt,
6.5
48
299.00
1163.11
L
5e t•
1
50
50.00
194.60
340.00
136 .8f
M&M1RB
28
2.22
ton
C
4.4
48
21120
468.08
L
e
1
50
50.00
111.00
26120
579.88
waters 34
31
2.04
A 'ile
D
Feb 15-Jun
102.0
1,02
1
89.04
181.84
N
Se
45
2.32
104.40
212.98
193.44
304.62
Walam3-5
32
1.13
A l
D
eb 15-Jun
1020
1.02
15
89.04
100.62
N
5e - r
4S
2.32
104.40
117.97
193.44
278.59
M&MiRB
sub3ard 73 2a
3.61
Blanton
C
Mar -Set
4.4
48
211.20
741.31
L
8e �40r
1
50
50.00
175.00
261.20
918.81
wmaR ss
sublhld 12
1.8
eb S-Jun
102.0
1.02
15
89.04
160.27
N
r
45
2.32
104.40
167.92
193.44
348.18
waters3.5
adbllaidai
3,18
D
Febl6,lun
158.D
o.96
16
193,20
420.91
N
- r
65
2.09
135.86
429.29
Z89.06
850.20
waters %2
ar6Hatd 16-1 20
173
A 15
36,0
3.91
136.85
373.60
0.00
0.00
136.85
373.60
wmwa 1&2
subltald 1931Ew.22EW
2.63
No k
aM1
8.5
46
290.00
766.47
L
r
1
50
50.00
120.50
$49.00
882.97
wattxa 1&2
subWd 13,14
1.27
1b
25.0
3.98
99,80
120.37
•
0.00
0.00
99.50
126.37
waters 162
aWWd 11.12
1A
r69 ib
25.0
3.98
99.50
139.30
0.00
0.00
99.50
139.30
watem 3.6
sub6ald3132
1.38
Ile
0
Fe 15-Ju
102.0
1.02
15
89.04
122.88
N
Sep( -Apr
45
Z32
104.40
144.07
193.44
206.96
totals 12153 21459.20 ML67 28977.98
3(a) of 11

Reception Area Specifications Year of 2 year crop rotadon
Tract Field Irrigated Sall let Crop Time to 1atCrop 1etCrop Lbe WAe Lbs N Tolal Iba H- 2n Ctng Timoto 2nd Crop 2nd Crop LboWAc Lbe N Total Iba N
Acreage Typo Code Apply Yleld Iba MUM RooMual /Ac Utilized Code Apply Yield We NPJnit Residual /Ac Utilized
Total
Lbe We
Tots Iba N
IJUIIzed
welers3.5
1
5,11
6Ldmme
0
r-Se t15
25.0
3.98
1
99.60
508.45
0.00
1 0.00
99.50
506,46
Waters 3-a
2
1.99
Ile
0
r-Se 5
26.0
3.98
1
99.50
100.01
0.00
0.00
99.60
198.01
wetem34
P1
30.84
acorn
A .Se 15
38.0
3.91
1
148.68
4507.07
_
0.00
0.00
148.58
4597.07
waters 162
11
3.
k
❑
ab 1wu
102.0
1.02
15
89.04
314.31
N
Sapt-A r
45
2,32
104.40
368.63
193.44
682.84
Waters 1012
12
0.
Be
eb 15 un
102.0
1.02
15
89.04
60.14
5r r
45
2.32
104.40
93.96
193.44
174.10
waters tat
13
3.06
Ilte
d
Feb 16-Jun
102.0
1.02
16
69.04
272
N
Sept -Apr
45
2.32
104.40
319.40
193.44
591.93
wham U21
14
2.4
AtArvillio
❑
F i&Ju
102.0
1.02
i5
89.04
213.70
1 Sept -Apr
1 45
2.32
104.40
260.56
193.44
1 464.28
waters 1&2
16
4.19
kAftr-Seot
n
138.0
0.95
15
116.10
485.40
N
-Apr
80
2.00
125.40
526A3
241.50
1011.89
water t82
17
3.45
Norrdkn
138.0
0.95
15
116.10
400.65
r
80
2.09
125.40
432.63
241.50
833.18
watars 1&2
18
4.35
Norhkkn
138.0
0.95
15
116.10
506.04
N
Se r
60
2.09
125.40
545.49
241.50
1050.53
wa 182
19
i.B6
t
8.5
48
209.00
490.34
L
r
1
50
50.00
03.00
349.00
679.34
watemla2
20
5.06
No kn
138.0
0.95
1
116.10
587,47
N
Se r
BD
2.02
125,40
634.52
.241.50
1221.99
wetarsla2
21E
6.27
Nor ok6.5
46
209.00
1674.73
L
Sa
1
50
50.00
313.50
349.00
2109.23
Waters tat
21VV
2.57
Norfoat
6.5
46
299.00
76B.43
L
1
50
50.00
128.60
340.00
896.03
wakm U2
22E
6.06
t
6.6'
46
299.00
1011.94
L
Se
1
50
50.00
303.00
349.00
2114.94
walare tat
22
1.83
orfaba tt
Q '
46
299.00
487.37
L
So
1
50
50.00
61.50
349.00
566.87
M&WRB
23
4.6
ton
C
Mar-Sept46
211.20
971.52
L
Se r
1
50
50.00
230.00
201.20
1201.52
M&WRB
24
2.85
ktn
MaLr
4.4
48
211,20
601.82
L
Sept Apr
1
60
50.00
142.50
261.20
744.42
M&WRB
25
1.46
C
Mar -Sept
4A
48
211.20
308.35
L
Sat r
1
50
50.00
73.00
261.20
381.36
M&WRB
28
4.39
C
Mar -Sept
6.5
46
299.00
1312.61
L
r
1
50
MOD
219.50
349.00
1532.11
M&M1R6
27
3.89
C
Niar-Set
6.5
46
299.00
1163.11
L
SW -Apr
1
50
50.00
194.50
349.OD
1357.61
M&MIRB
26
222
Wan
C
Mar Sept
4.
46
211.20
486.86
L
r
1
50
50.00
111.00
261.20
579.88
waters ifs
31
2,04
tAutqvffle
❑
A r-sa t15
25.0
3.90
99.50
2D2.96
0.00
0.00
99.50
202.98
waters3&
32
1.13
A a tt5
26.0
3.90
99.50
112.44
0.00
0.00
99.50
112.44
M&MIRB
suWatd 23-28
3.51
ah t
4.4
46
211.20
741.31
L
-A r
1
50
50.00
175.50
261.20
916.81
Watsm3-5
Musid1,2
1.8Q
Apr-sop-15
25,D
3.96
1 99.50
179.10
0.00
0.00
99.50
179.10
VYalers3.8
atrbrrMdPt
3.16
[3drtattato
a t15
38.0
3.91
148.68
459.51
0.00
0.00
140.58
469.51
waters 1&2
eebeald 16.18 20
2.73
e 1 utif
138.0
0.95
15
116.10
318.95
N
I SMI-APf60
209
125.40
342.34
1 241.50
059.30
watemt&2
a rmeeidt8.2tEw,22rw
2, 3
C
Mer•Sept
8,5
48
209.00
766.4T
L
- r
1
50
50.00
128.60
349,00
882.97
Waters 1&2
v"w 13 td
127
Au1 ro a
D
Fab 16-JLmf
102.0
1.02
15
B9.D4
113.08
N
Se
45
2.32
104.40
132.60
10.44
M.87
Waters 1&2
sucflaid 11,12
1,4
a
0
Fab 15-Junm
102.0
1.02
15
B9.04
124.86
a
45
Z 32
104.40
14e,la
193.44
270.B2
waters 3-5
wAbRotd 31.32
1.30
Apr-� 5
25.0
3.98
09.50
137.31
0.00
0.00
99.50
137.31
Totals: 121W 21682 ex 5973.68 27866.39
3(b) of 11

Reception Area Specifications Opfian f Groh; Sorghum Substitute for Soybewo
Tract Field Irrigated Ball tat Crop Time to st rop let Crop Lbe N/Ao Lbe N Tow 165 N
Acreane TVvs Code APPIV Yield The WWI: Residual /Ac Utilized
2nd Crop Time to 2nd Crop 2nd Crop Lbs N/Ac Lbe N Total Be N
Code APPIv Yield The NNnit Residual /Ac Utilized
Total
Lbe N/Ac
Total [be N
Utilized
vramrs s 5
1
5.11
■
Marl
1.94
77.60
398.54
0.00
0.00
77.60
396.54
Waters3.5
2
1.99
Aut I e
M
Mar152A
40.4
1.04
77.80
154.42
0.00
0.00
77,80
154.42
wows 3.5
P1
30.94
M
Marlb-Aug
65.0
1.70
116.70
3579.76
0.00
0.00
115.70
3679.76
Waters 1a2
11
3.53
Aut 9
Marl&A
40.0
1.84
77.80
273.93
0.00
0.00
77.60
273,93
Waters tat
12
0.9
AvVyAa
M
Marlbnkug
40.0
1.94
77.00
69.84
OAO
0.00
77.60
69.84
waters 1a2
13
3.06
AutrrAo
M
ar16-A
40.0
1.94
77.60
237.46
0.00
0.00
77.60
237.46
waters182
14
2.4
1 ALAroft
M
i arl5-Aual
40.0
1.94
1
77,60
1 186.24
1 0.00
0.00
77.60
186.24
wafers 1d2
16
4,19
Norfolk
I Marl5-A
55.0
1.78
97.90
410.20
0.00
0.00
97.90
410.20
waters 1a2
17
3.46
Norli*
I MaM5 A
66A
1.78
97.90
337.76
0.00
MOD
97.00
337.76
waters tat
l8
4.35
Nadolk
M
Marl5-Aug
55.0
1.78
97.90
425.87
0.00
O.OD
07.90
425.87
Waters tat
20
5.05
Nodalk
M
Mart
55,0
1.75
97.90
495.37
0.00
0.00
97.90
496.37
Waters 3d
31
04
lie
Mar 1l
40.0
1.84
77.60
168.30
0.00
0.00
77.60
168.30
Waters 35
32
1.13
Auhnille
M
Mar16 Au
40.0
1.94
77.60
87.59
0.00
0100
77.50
$7.69
watefs2±
sublidd 12
1,8
ll6e
M
MWISAUG
40.0
1.94
77.80
139.68
0.00
0.00
77.60
139.65
Waters 34
e.&Batd Pt
3.16
ro
6 1U
85A
1.78
115,70
365.61
0.00
0.00
115.70
365.61
Waters tat
eumrotd 10-18,20
2 773
NO*&
M
MarlSAu
55,0
1.78
97.90
26T.27
0.00
0100
97.90
287.27
wetera 1a2
subrrmo 13,14
1.27
ile
M
Mar15 Art
40.0
114
77.60
98.55
0.00
0.00
77.60
98.65
Waters 1a2
subflWd 11.12
1.4
Autrrr>Aa
M
Mar15-Au
40.0
1.94
77.60
108,04
0.00
0.00
77.80
108.64
Waters3.5
subttetd31.32
1.38
Awtrywlio
M
Martb-Au
40.0
1.94
77.60
tOT.09
0.00
0.00
77.80
107.09
Totele: 79.89 7000.21 0.00 7900.21
3(c) 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 Bermudagrass
Pasture/Grazed
C
Hybrid Bermudagrass Hay
Hay
B/C
Comb. Hybrid Bermudagrass
Graze/Hay Combination
D
Corn - Grain
Grain Crop
E
Com - Silage
Silage
F
Cotton
Cotton Lint
G
Grazed Fescue
Pasture/Grazed
H
Fescue Hay
Hay
1
Oats
Grain Crop
J
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; Bumed/Disked In
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed may, and most likely will be, more than the acres shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
4of11

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm
Farrow to Wean
0.8
Farrow to Feeder
0.96
Farrow to Finish
3.9
Wean to Feeder
0.07
12308 Wean to Finish
0.27
Feeder to Finish
0.34
Gilts
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 3323.16 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 16615.8 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 55 areas of land. If you apply the sludge
to com at a rate of 125 pounds per acre, you will need 132.9264 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 property
irrigate the aces 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 property to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste-
5 of 11

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Soil
application Rate
Application Amount
Tract Hydrant
T
Crop
In/hr
*Inches
Waters 3-5 1
Autryville
D
0.6
1
Waters 3-5 2
Autryville
D
0.6
1
Waters 3-5 P1
Goldsboro
D
0.4
1
Waters 1&2 11
Autryville
O
0.6
1
Waters 1&2 12
Autryville
O
0.6
1
Waters 1 &'d 13
Autryville
O
0.6
1
Waters 1 W 14
Autryville
O
0.6
1
Waters I W 16
Norfolk
O
0.5
1
Waters 1 M 17
Norfolk
O
0.5
1
Waters 1 &2 18
Norfolk
O
0.5
1
Waters 1 K 19
Norfolk
C
0.5
1
Waters 1W 20
Norfolk
O
0.5
1
Waters 1 W 21 E
Norfolk
C
0.5
1
Waters 1 &2 21 W
Norfolk
C
0.5
1
Waters 1 M 22E
Norfolk
C
0.5
1
Waters 1W 22W
Norfolk
C
0.5
1
M&M/RB 23
Blanton
C
0.35
1
M&M/RB 24
Blanton
C
0.35
1
M&MIRB 25
Blanton
C
0.35
1
M&MIRB 26
Goldsboro
C
0.4
1
M&MIRB 27
Goldsboro
C
0.4
1
M&M/RB 28
Blanton
C
0.35
1
Waters 3-5 31
Autryville
D
0.6
1
Waters 3-5 32
Autryville
D
0.6
1
M&MIRB ubfield 23-2
Blanton
C
0.35
1
Waters 3-5subfield 1,2
Autryville
D
0.6
1
Waters 3-5subfield P1
Goldsboro
D
0.4
1
Waters 1 &)field 16-18
Norfolk
O
0.5
1
Waters 1 Wd 19,21 EW
Norfolk
C
0.5
1
Waters 1 Wubfmld 13,1
Autryville
O
0.6
1
Waters I&2ubfield 11,1
Autryville
O
0.6
1
Waters 3-5ubfield 31,3
Autryville
D
0.6
1
6 of 11

Additional Comments:
This plan revised to show a crop change from row crops to bermudagrass
hay with overseed hay for fields 23 28 and sub 23 28. All other parameters
remained the same.
Grain sorghum may be substituted for soybeans if desired. If this option is
utilized, the 15 Ibs Nlac residual taken from com follovAng soybeans may be
added back to the corn rate.
OPTIONAL, Subfields mai be optional.
Producer may plant a non -harvested cover crop_ in any row crap field if desired.
The rate shall be 30 Ibs Nlac maximum applied from Sept -Apr and the amount
applied must be deducted from the following crop` sterling PAN rate.
7of11

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: Waters 1-5, MSM Rivenbark; AWS310035
Owner: Murphy -Brown, LLC dba Smithfield Hog Production
Manager.
Owner/Manager Agreement:
Ilwe 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:
Signature:
Murphy -Brown, LLC dba Smithfield. Hog Production
Name of Manager (if different from owner):
Signature:
Name of Technical Specialist: M. Kevin Weston
Affiliation: _ Murphy -Brown, LLC.
Address: 2822 Hwy 24 West, PO Drawer 866
Warsaw, NC 28398 _
Telephone: [phone]
r-19
Date
Date
Signature: �% ,G✓r,�����
Date
8 of 11

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 property apply the waste. If the producer
does not own adequate land to property dispose of the waste, he/she shall provide
evidence of an agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. it is the responsibility of the
owner of the waste production facility to secure an update of the Nutrient Utilization Plan
when there is a change in the operation, increase in the number of animals, method of
application, recieving crop type, or available land.
3 Animal waste shall be applied to meei, but not exceed, the nitrogen needs for realistic
crop yields based upon soil type, available moisture, historical data, climatic conditions,
and level of management, unless there are regulations that restrict the rate of applications
for other nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land eroding at more than 5 tons per acre per year but less than 10 tons
per acre per year provided grass filter strips are installed where runoff leaves the field
(See USDA, NRCS Field Office Technical Guide Standard 393 - Filter Strips).
5 Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the land application field.
6 When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland. When waste is applied to conservation tilled
crops or grassland, the waste may be broadcast provided the application does not occur
during a season prone to flooding (See 'Weather and Climate in North Carolina" for
guidance).
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 sails, during rainfall events, or when the
surface is frozen.
9 of 11

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

_ 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 erasion.
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

NUTRIENT UTILIZATION PLAN AMENDMENT
Grower(s):
Farm Name:
County:
Farm Capacity-.
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Weep. to Feeder
Feeder to Finish
Wean to Finish
Gills
i Boars
Storage Structure:
Storage Period:
Application Method:
Murphy Brown, LLC dba Sntithf7eld Hog Production
Waters-M&M Rivenbark, AWS310035
>i 130 days
irrigation
This amendment allows the producer to plant and apply to a small grain crop to be harvested as hay
in fields 16, 17, 18, 20 and sub16-18,20. The application rate and window shall be a maximum of
100 lbs PAN/acre from September, April.
This amendment shall be attached to tree current NUP.
L
Z/rt-4 �a"'p,
Date

NUTRIENT UTILIZATION PLAN AMENDMENT
Grower(s):
Farm Name:
Farm
Murphy Brown, t1C dba Smithfield Hog Production
Waters-M&M Rivenbark. AWS310035
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Feeder to Finish
Wean to Finish 12308
Gifts
Boars
Storage Period:
Application Method:
>180 days
Irrigation
This amendment temporarily increases the start pump elevation for Lagoon #3141 to account for the
additional stormwater runoff from the sludge dewatedng area. The temporary start pump elevation
shall be 22.16' until the dewatering process classifies the dewatererl material as Class A solids or
until the non -Class A material is removed and properly utilized.
This amendment shall be attached to the current NUP.
Owner/Manager
Technical Specialist
Date
1-- -r
1]ate

NUTRIENT UTILIZATION PLAN AMENDMENT
Grower(s):
Farm Narme:
farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Feeder to Finish
Wean to Finish
Gifts
Boars
Storage Structure:
Storage Period:
Appbcation Method:
Murphy Brown, Lt_C
Waters-M&M Rivenbaric, AWS310035
12308
Anaerobic Lagoon
>180 days
Irrigation
This amendment allows the producer to apply to the Ronald Williams leased land (T268). The fields,
crops and application Information is in the attached table and reap. This amendment based on
attached agreement dated 21211201"3 7 ,*20+16.
OwnerlManager
TecWlcat Specialist
3 - �= 2ofCP
Date - —
3 y Zaf
Date

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Animal Waste Utilization Agreement
Smithfield Hog Production Division
11 &1164111-1111.01-5 hereby give Smithfield Hog Production
Division permission to apply animal waste from the waste utilization system on
— acres of my land for the duration of time specified below -
I understand that this waste contains nitrogen, phosphorous, and other (race
elements and when property 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 be a short teen pumping agreement for the current winter pumping
season and possibly pre -plant application to a crop in the spring at the land owners
discretion.
Landowner :�R
Date: o,2
f.
Landowner
Date:
Technical Representative
Date:
Tenn of Agreement'-� to 732,
4

NUTRIENT UTILIZATION PLAN AMENDMENT
Grower(s): Murphy Brown, LLC dba Smithfield Hog Production
Farm Name: Waters-MBM. Rivenbark: AWS31 W35
County: Du fin
Farm Capacity:
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Feeder to Finish
Wean to Finish 12308
Gilts
Boars
Storaae Structure: Anaerobic I
Storage Period: >180 days
Applied%n Method: lnigation
.won
This amendment allows the producer to apply to the bermuda winter overseed crop in fields 19, 21 E,
21 W, and 22E at the 100 Ibsdac PAN rate for the 2018-2019 season In accordance with the
attached guidance document dt6d "updated Crop Management Practices for Bermuda Winter
Overseed" dated Nov. 16, 2017.
This amendment shall be placed with the current NUP for this farm.
' a
T v Owner/Manager Date
Technical Speciafist Date

Updated Crop Management Practices for Bermuda ". nter 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 Ibs.lac PAN rate for the overseed are allowed to apply no
more than 50 Ibs.tac PAN from October 1 through December 31 and no more than
50 IbsJac PAN from January 1 through March 31.
• Applications made during the months of December and January cannot exceed the
combined total of 25 IbsJac PAN for the two -month period.
• The East 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
requinements include but are not limited to:
Cereal rye and annual ryegrass should be planted by October 15 to provide the best
opportunity t6 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
bermuds, additional harvest of annual ryegrass will be required when the ryegrass
canopy reaches 12-15 inches height.
These management requirements shag also apply to overseeded winter small grain.
Nov 16, 2017

wat 1-56 macro
FadNY Kw 31-35
Rive bark
Fatal F1d 2.3--23 - 22.92 Ac.
Netted - 19.41 Ac.
Tub 23-28 - 3, 51 Ac.
eclileations:
r�Trawters a/"Son
W/s.08" Morrie O 60 f
182 GPM: 3W WD
0R
W/1.18, Home 0 So P
205 GPM, 300' W0
200'-244W r_orre 5poch
Valley 800P Piwt
AiaiChlne length = 884.E
End Gun Radius = 94.5'
Total 500 GPI a 5d P5l
(407.5 GPM Machine + 92.5 GPM End Gun)
Total Eld P1 = 34,10 Ac.
Wetted = X94 Aca
Sub P1 a 3.16 Ac.
Total Rd 1-2 = 990 Ac.
Wetted - 7.10 Ac.
M1-2- 1.80Am
Total F1d 31-32 - 4,55 Ac.
Wetted = &17 Ac.
Sub 31-32 - 1.38 Ac.
Total Fld 13-14 - 6.73 Ac.
Wetted - 5.46 Ac.
Sub 13-14 - 1.27 AG
Total Rd 11-12 - 5.83 Ac-
Wetted = 4.43 At.
Sub 11-12 - 1.40 Ac-
Total Fld 18--18,20 = 19.i
Wetted = 17,05 Ac.
Sub 16-18,20 - 173 Am
Total Rd 19,21EW-22EW - 20.72 Ac.
Wetted - 18.19 Ac.
Sub 19.21EW-22EW m 2.53 Ac.
Pull
1 5lt
2 1.99
11 3.53
12 0"
13 3.00
14 2.40
16 4.19
17 3.45
18 4.35
t9 1.86
20 5AG
21E 6.27
21W 2.57
22E 8.06
22W 1.63
23 coo
24 2.55
25 1.46
25 4.39
27 US
28 7-22
31 2.04
32 t.13
30.94
T of 105.75

urower: mmKivenbarlc Farm uesignea try: Kt:$VV
Address: PO Box 759 Checked By: DSE
Rose Hill, NC 28458 Date: 05/02/13
Countv: Sampson Sheet 1 of 7
Nursery:
Wean to Finish:
Finishing:
Farrow to weanlng:
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:
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape?
(Y/N)----------
Does Operator Want Emergency Spillway?
(YR" --..... ----
Was This Design Bulk Prior to Sept 1996?
MN) ----______ Y
Is Drain Tile Req'd to Lower SHWT?
(Y/IV)---------•— N
Seasonal High Water Table Elev:---------_.w_____
Freeboard: .................
Emergency Spillway Flow Depth:
Side Slopes: .-----------------
Top of Dike Elevation: .--._..--.----. Depth
Finished Bottom Elevation: -------------- 11.20 Ft.
Start Pump Elevation: .......... --- 21.6 In.
Stop Pump Elevation: ---------------- 62.4 In.
LAGOON VOLUME REQUIRED VOL. DESIGN VOLUMES
0
5124 Hd.
0
0
0
0
0
180 Days
7.5 In.
7.0 In.
0
0
Ft.
t i Ft.
3 :1 (H:V)
0.0
as
111.50 Ft.
100.30 Ft.
109.70 Ft.
106.30 Ft.
Storm Star = 84696
Temporary = 22290
= 582260
(Cu.Ft.)
(Cu.FL)
(Cu.Ft.)
103AN (Cu.FL)
40BA12 (Cu.FL)
605,944 (Cu.FL)
122.209E
183.233E
102.839E
_Permanent
Totrti Volume = 896,tt86
(Cu.Ft.)
1.117,962
(Cu.FL)
124.659E
112 Treatment Volume =�
~ -
2KO30
(Cu.Ft.)
112 Treatment Volume Elmration
=
103.55
Ft.
95.35 In.
90 Tem orary Storage Volume Elevation =
108.64
Ft.
3428 In.
Min. Required Liner Thickness
--------------_---
1.6 Ft.
Lagoon Surface Area: (inside TOD)
------ ----- -------
136,512 S.F.

rower: even a am
Address: PO Box 759
Rose Hill, NC 28458
Checked By: DSE
Date: 05/02/13
Sheet 2 of 7
ACTUAL
OESIGNi
VOLUME CALCULATIONS
SASE VOLUME:
®Cu. Ft.
LAGOON STAGE -AREA
VOLUMES
Contour
Elevation AFT 11
Area (SF1
lacr. Vol. (Cu. FT1 Cumul.
Vol. (Cu. FT)
100.30
89,320
0
101.00
91,941
63,441
63,441
102.00
95,748
93,845
157,286
103.00
99,626
97,687
254,973
104.00
103,577
101,602
356,574
105.00
107,600
105,589
462,163
106.00
111,695
109,648
571,810
107.00
115,863
113,779
685,589
108.00
120,103
117,983
803,572
109.00
124,415
122,259
925,831
110.00
128,799
126,607
1,052,438
111.00
133,256
131,028
1,183,466
111.50
1355,512
67,192
1,250, 658
I
These volumes were
calculated using
the vertical average end area method.
TOTAL READ VOL
696,905
CF
CUMULATIVE VOL.
ZONE VOL.
124.65%
END PUMP = _ = =
106.30
F1"
605,944 CF TR'MT
605,944
102.83%
START PUMP = _- =
109.70
FT
1,014,456 CF TEMP
408,512
183.231/6
MAX STORAGE =
110.50
FT
11,1117,952 CIF STORNA
103,496
122.20%
Murph}FBrown, LEG ErIginWing P.O. Box 866,ftmw, IVC28393 [phone]

Grower:
M&W!Wenbark Farm
Address:
PO Box 759
Rose Hill, NC 28458
Couniy:
Sampson
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
Designed By: KBW
Checked By: DSE
Date: 05/02/13
Sheet 3 of 7
rnm ype Capacity ALW * (cu.ftdlb)= Total
Nursery
0
30
1.00
0
Wean to Finish
5,124
115
1.00
589.260
Finishing
0
135
1.00
0
Farrow to weanpng
0
433
1.00
0
Farrow to feeder
0
522
1.00
0
Farrow to finish
0
1.4171
1.001
0
Boars
0
4001
1.001
0
Total Required Treatment Volume (cu. ft.)-- 589,260
S[udge Storage Volume;
99iiinalype Capacity ALW * (Wati9b)= Tot
Nursery
0
30
0.00
0
Wean to Finish
5,124
115
0.00
0
Finishing
0
135
0.00
0
Farrow to weanling
0
433
0.00
0
Farrow to feeder
01
522
0,001
0
Farrow to finish
01
1,4171
0.001
0
Boars
01
400
0.000
0
Total Required Sludge Storage Vplume (Cu. tt.)=
Tempor= Storage Volume:
Manure Production:
3ma pe apacr o. Perfod Uday)= TotW
Nursery
0
180
0.30
0
Wean to Finish
5,124
180
1.17
1,076.382
Finishing
0
180
1.37
0
Farrow to weanling
0
180
4.39
0
Farrow to feeder
0
180
5.30
0
Farrow to finish
01
1801
14.381
0
Boars --�
0
180
L 4.06F
0
Total Manure Production (gala.
Total Manure Production (tuft.)=
Excess Fresh Water:
1,070,382
143,901
imaType Capaaty FSto. Period I./day) =Total
Nursery
0
180
0.00
0
Wean to Finish
5,124
180
0100
0
Finishing
0
180
0.00
0
Farrow to weanlin
0
180
0.00
0
Farrow to feeder
0
180
0.00
0
Farrow to finish
01
180
0.001
0
Boars
01
180
I0.00
0
Total Fresh Water Excess U
Total Fresh Water Excess jcu.ft.k 0

Grower: M&M/Rivenbark Farm
Address: PO Box 759
Rose Hill, NC 28458
County: Sampson
Temporary S Qligve Volume: (Cant.)
Designed By: -- KBW —�
Checked By: DSE
Date: 05/02/13
Sheet 4 of 7
Rainfall in Excess of Evaporation:
Val.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12inlft
Vol.= (135512 sq.ft. + 0 sq.ft.) ' 7 in. /12 inAt.
Total Required Volume for Rainfall in Excess of Evap. (cu.h.)= 79,049
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) ' 25YrJ24Hr. Storm(in) / 12in./ft.
Vol.= (135512 sq.ft + 0 sq.ft.) ` 7.5 in. 112 lnA-
Total Required Volume for 25Yr./24Hr. Storm Event (cu.ft)= 84,695
'Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) ' "Heavy Rain" Factor (in) / 12inJ1t.
Vol.= (135512 sq.ft + 0 sq.ft.) ' 0.0 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.fL) = 0
(for Extended Periods of Chronic Rainfall)
Additional Waler Storage:
No Additional Water Storage is Required
0 0
Total Required Storm Storage
(25Yr. / 241-11r. Storm +'Heavy Rain')=
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) _
Total Required Permanent Storage
(Treatment + Sludge) _
TOTAL REQUIRED VOLUME = 896905 (CURT.)
Murphy -Brown, LLC Engineering�. P.
Box 855, Warsaw NC 283s41
,
84,695 (CU.FT)
222,950 (CU.F7 )
589,260 (CU.FT)

Grower: AA&WRivenbark Farm Designed By: KBW
Address: PO Box 759 Checked By. DSE
Rose Hill, NC 28458 Date: 05/02/13 .f
County: Sampson Sheet S of 7
LAGOON DESIGN SUMMARY �I
Top of Dike Elevation ---------- ----
111.50
FT.
Emergency Spillway Crest Elevation --------- -
Not A Applicable
Top of 25Yr./ 24Hr. Storm Storage
110.50
FT.
Top of 'Heavy Rain' Storage ------------------
Not
Applicable
Start Pump Elevation ---- ---- ------
109.70
FT.
End Pump Elevation ---------------
106.30
FT.
Top of Sludge Storage -- ---- ------
Not
Applicable
Seasonal High Watertable Elev.---- ---------------
103.42
FT.
Finished Bottom Elevation - ------------ --
100.30
FT.
Inside Top Length ------- -----
Not
Applicable
Inside Top Width -------- -- --
Not
Applcable
Side Slopes -- -------------- -
3.1
H:V
Lagoon Surface Area --- ----- ------ ---
135,512
SF
Min. Liner Thickness (if required) ------------•—
1.6
FT.
Preeboard Depth --------- ----
1.00
FT.
Temporary Storage Period ----- ---
180
Days
Zone Deaths:
TOTAL DESIGN VOLUME =1117952 (CU.FT.)
Treatment / Sludge Storage Zone Depth -- ------
Temporary Storage Zone Depth ------ - --
Freeboard / Storm Storage Zone Depth --------
Total Lagoon Depth -------
G- C Engineering
6.0 FT.
3.4 FT.
1.6 FT-
11.2 FT.

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Grower: M&M/Rivenbark Farm Designed By: KSW
Address: PO Box 759 Checked By: DSE
Rase Hill, NC 28458 Date: 05/02/13
County: Sampson Sheet 7 of 7
This livestodk waste treatment lagoon is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
NOTE: See attached Waste Utilization Plan
DESIGNED:
DATE:
COMMENTS: The lagoon has been designed as an irregular shape.
This design is update of start and stop pump elevations and to show the 1/2
treatment volume level for sludge storage. This design does not supercede the
original certification of the farm.
P.O. Box 856, Warsaw NC 28398
293-3434

Address: PO Box 759 Checked By:
Rose Hill, NC 28458 Date: 05/02/13
Countv: MOM Sheet 1 of 7
FARM INFORMATION
Fame ulation-
Nursery:---........ - -----
0
Wean to Finish: .-----------------
2873 Hd,
Finishing: -----..----------
0
Farrow to weaniing:------------------
0
Farrow to feeder: ---- —------ -----
0
Farm to finish: ----- ...... ......
0
Boars: --- -------- ------
0
Storage Period: .... ----..... ---
180 Days
25 Yr. / 24 Hr Storm Event ----------------
7.5 In.
"Heavy Raln" 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. IM?
(YIN) ----------
Y
Is Drain Tile Req'd to Lower SHWT?
(YIN) --------
N
Seasonal High Water Table Elev:---------- --------
0.00
Freeboard- ------------------
1.0
Ft.
Emergency Spillway Flow Depth:
Side Slopes:
3
:1 (H:V)
Inside Top Length:
100.0
Ft.
Inside Top Width:
930,0
Ft.
Top of Dike Elevation: ---------------•
Depth
100.80
Ft
Finished Bottom Elevation: ----- .......
9.80 Ft
91.00
Ft.
Start Pump Elevation: --------------
20.28 In.
99.11
F4.
Stop Pump Elevation: ---------------
43.2 In.
97.20
Ft.
Storm Storm
66125
(Cu.Ft.)
5%675
(Cu.Ft) 100.95%
Temporary =
134M
(Cu.FL)
146,745
(QLFt) 108.75%
Permanent =
3=95
(Cu.Ft.)
331,129
(QLFQ 100.2M
Total Volume =
523A55
(Cu.FL)
536,549
(Cu.FL) 1oQ.50%
112 Treatment Volume = 165,198 (Cu.FL)
112 Treatment Volume Elevation = 94.69 Ft.
90 T 8to a Volume Elevation 97.92 Ft.
fain. Required Liner Thickness Lagoon Surface Surface Area: (Inside TOD)---------_._w...
74.41 In.
34.54 In.
1.5 Ft
93.000 S.F.

Urower: Waiors T & 2
Address: PO Box 759
Rose Hill, NC 28458
Checked By: DSE
Date: 05/02/13
Sheet 2 of 7
ACTUAL
DESIGN VOLUME .CALCULATIONS
BASE VOLUME:
Cu. Ft.
LAGOON STAGE
-AREA VOLUMES
Contour
ElevatioglFT )I
Area (SF)
Incr. Vol. (Cu�FT)
Curnul. Vol. (C
91.00
35,893
0
92.00
41,404
38,649
38,649
93.00
46,986
44,195
82,844
94.00
52,641
49,813
132,657
95.00
58,367
55,504
188,161
96.00
64,165
61,266
249,427
97.00
70,036
67,101
316,528
98.00
75,978
73,007
389,535
99.00
81,993
78,985
468,520
100.00
88,079
85,036
553,556
100.80
93,000
72,432
625,988
These volumes were calculated using the vertical average end area method.
TOTAL READ VOL
523,455
CF
CUMULATIVE VOL.
ZONE VOL.
102.50%
END PUMP = = _ =
97.20
FT
331,129 CF TR'MT
331,129
100.22%
START PUMP = _ =
99.11
FT
i 477,874 CF TEMP
146,745
108.75%
MAX STORAGE =
99`80 -
_FT_ _=
636,649 CF STORMj
58,675
,100.95%
UWphy-FW m, LLO Errgr wedfig P.O. Sox 856 ,Warsaw, MG 2830 [phone]

Grower: Waters i & 2 Designed By: KBW
Address: PO Box 759 Ghecked By: DSB
Rose Hill. NC 28458 Date: 05/02/13
County. Duplin Sheet 3 of 7
M(NIMUM REQUIRED VOLUME CALCULATltS�fS
Permanent Storage:
Required Treatment Volume:
An mal Type apau" ` L1N (cu. C) Total
Nursery
0
30
1.00
0
Wean to Finish
2,873
115
1.00
330,395
Finishing
0
135
1.00
0
Farrow to weanlfng
0
433
1.00
0
Farrow to feeder
0
522
1.00
0
Farrow to finish
01
1.417
1-001
0
Boars _ 01
Total Reaufred Treatment
4Q0
1.00
0
Volume (cu.
ft.)-- 330.395
Sludge Storage Volume:
Animal ype Capacity ALW (cu.ft.lb)= o
Nursery
0
30
0.00
0
Wean to Finish
2,873
115
0.00
0
Finishing
0
135
0.00
0
Farrow to wean ling
0
433
0.00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
01
1,4171
0.001
0
Boars
01
4001
0.0001
0
Total Required Sludge Storage Volume (cu. Et.)= 0
Temporary tQmae Volume:
Manure Production:
nimai Type pacW o. Period a. ay] = Total
Nurse
0
180
0.30
0
Wean to Finish
2,873
180
1.17
603,522
Finishing
0
180
1.37
0
Farrow to weanling
0
180
4.39
0
Farrow to feeder
0
180
5.30
0
Farrow to finish
0
180
14,301
0
Boars
0
180
4.06
0
Total Manure Production (gals.)=
Total Manure Production (cu.tU=
603,522
$0,685
Capacity to. Period JJday)= ota
0
180
0.00
0
2,873
180
0.00
0
0
180
0.00
0
0
180
0.00
0
0
180
0.00
0
01
0.00
0
It
0.001
0
Total Fresh Water Excess (gals.)-- 0
Total Fresh Water Excess (tuft.)= 0

Grower: Waters 1 & 2
Address: PO Box 759
Rose Hill, NC 28458
T@ml2omry Storage Voluble: (Cant.)
Designed By: KBW
Checked By: DSE
Date: 05/02/13
Sheet 4 of 7
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) . Rainfall / 121n./ft
Vol.= (93000 sq.ft. + 0 sq.ft.) * 7 in. /12 inJft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 54,250
Storm Storage:
Vol._(Lagoon Surf. Area + Addt'l Drainage Area) * 25YrJ24Hr. Storm(in) / 121n./ft.
Vol.= (93000 sq.ft + 0 sq.ft.) ` 7.5 in. 112 in./it.
Total Required Volume for 25YrJ24Hr. Storm Event (cu.ft)-- 58,125
'Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * `Heavy Rain' Factor (in) / 12inJh.
Vol.= (93000 sq.ft + 0 sq.ft.) " 0.0 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.y = 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
0 0
Total Required Storm Storage
(25Yr. / 24Hr. Storm +'Heavy Rain')=
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) _
Total Required Permanent Storage
(Treatment + Sludge) _
TOTAL REQUIRED VOLUME = 523455 (CU.FT.)
(Warsaw
58,125 (CU.PT)
134,935 (CU.FT)
330,395 (CU.FT)

Grower: Waters 1 & 2 - - - Designed By: --KBW
Address: PO Box 759 Checked By. DSE
Rose Hill, NC 28458 Date: 05/02/13
County: Dupftn Sheet 5 of 7
•• . 1Wllj u,ia'
Top of Dike Elevation ------------
100.80
FT.
Emergency Spillway Crest Elevation ------------
Not A Applicable
Top of 25Yr. / 241-1r. Storm Storage -- --------
99.80
FT.
Top of 'Heavy Rain' Storage ------------ ------
Not
Applicable
Start Pump Elevation ---- -------- ---
99.11
FT,
End Pump Elevation ------ -------- --
97.20
FT.
Top of Sludge Storage -------------------
Not
Applicable
Seasonal High Watertable Elev.------------ ------
0.00
Finished Bottom Elevation -------- ------
91.00
FT.
Inside Top Length -------------
100.00
FT.
Inside Top Width --------------
930.00
FT.
Side Slopes ------- -------- -
3:1
H:V
Lagoon Surface Area ------------- ---
93,000
SF
Min. Liner Thickness (d required) ---------------- -
1.5
FT.
Freeboard Depth ------------
1.00
FT.
Temporary Storage Period ---------------
180
Days
TOTAL DESIGN VOLUME = 536549 (CU.FT.)
Treatment / Sludge Storage Zone Depth -- -- — 6.2 FF.
Temporary Storage Zone Depth --- - - 1.9 FT.
Freeboard / Storm Storage Zone Depth -- -- 1.7 FT.
Total Lagoon Depth ........ --- 9.8 FT.
P.O. Box

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Grower: Waters 1 & 2 Designed By: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill, NC 28458 Date: 05/02113
Couniy: Duplin Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
NOTE: See attached Wasto 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 not supersede the
original certification of the farm.
Engineering P.O. Box 856, Warsaw NC 28398 (910)

rower: a ers 3-4-5 sign® y: KBW
Address: PO Box 759 Checked By:
Rose Hill, NC 28458 Date: 05/02/13
County: Duplin Sheet 1 of 7
FARM INFORMATION
Farm Population:
Nursery: -------------------
')
Wean to Finish: --- ---------- ----
4„ '10 Hd.
Finishing: --- ------------ ----
0
Farrow to weanling: .... ....... ------
0
Farrow to feeder: ...................
0
Farrow to finish: -------------------
0
Boars: ............. ------
0
Storage Period: ............. --....
66 Days
25 Yr. / 24 Hr Storm Event -------------------
7.5 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 Bulk Prior to Sept 1996?
(YIN) -----------
:'
Is Drain Tile. Req'd to Lower SHWT?
(YIN) -----------
Seasonal High Water Table Elev:---------------
0.00
Freeboard: ......
1.0
Ft,
Emergency Spillway Flow Depth:
Side Slopes: ... ...... --....
---
3
:1 (H:V)
Inside Top Length:
r 17.0
R.
Inside Top Width:
962.0
FL
Top of Dike Elevation: -------------
Depth
99.80
Ft
Finished Bottom Elevation: ---------------•
9.55 Ft
9D.25
Ft.
Start Pump Elevation: ----------------
20.16 In.
98.12
Ft.
Stop Pump Elevation: __..._._.__..
33.6 In,
97.00
R.
Storm Stor =
70346
(Cu.Ft.)
70,861
(Cu.Ft.)
100.73%
Temporm =
110038
(Cu.Ft.)
110,366
(Cu.FL)
100.3m
Permanent =
495650
(Cu.Ft.)
600,122
(Cmilt)
100.90%
Total Volume =
676,034
(Cu.Ft.)
6111,351
(Cu.FL)
100 79%
112 Treatment Volume = 247,625 (Cu.FL)
1/2 Treatmod Volume Elevation = 94.11 Ft.
90 Temporary Storage Volume Elevation = am Ft.
Min. Required Liner Thldmess ................
Lagoon Surface Area: (inside TOD)-------------------
68.33 In.
35.60 In.
1.5 FL
112.554 S.F.

rower: �]Va a 3-4-5
Address: PO Box 759
Rose Hill, NC 28458
Countv: Duolin
Checked By: DSE
Date: 05/02/13
Sheet 2 of 7
ACTUAL
DEMN VOLUME reALCULAIJONS
BASE VOLUME,
=Cu. Ft.
LAGOON STAGE-AREA
VOLUMES
Contour
Elevation �T.l
Area (SF)
Incr. Vol. (Cu, FT)
Cumui. Vol. (Cu. FT)
9D.25
54,011
0
91.00
58,371
42,143
42,143
92.00
64,247
61,309
103,452
93.00
70,195
67,221
170,673
94.00
76,216
73,206
243,879
95.00
82,308
79,262
323,141
96.00
88,473
85,390
408,531
97.00
94,709
91,591
500,122
98.00
101,017
97,863
597,985
99.00
107,398
104,208
702,193
99.80
112,554
87,981
790,174
These volumes were calculated using the vertical average end area method.
TOTAL READ VOL
676,034
CF
CUMULATIVE VOL.
ZONE VOL.
100.
END PUMP = = = =
97.00
FT
500,122 CF TR'MT
500,122
100,
START PUMP = = =
98,12
FT
610,490 CF TEMP
110,368
100.
MAX STORAGE =
98.80
FT
681,351 CF STORM!
70,861
100.
Murphy.8rown, UC ErVineeft P.0 Box 856 ,Warsaw, IVC 20M [phone]

Grower: Waters 3-4-5 Designed By: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill, NC 28458 Date: 05/02/13
County: Duplin Sheet 3 of 7
NYNINlUM REQUIRED VOLUME CALCULATIONS
Permanent Stamm
Required Treatment Volume:
nrma Type Capacity cu. t = Tata
Nursery
0
30
1.00
0
Wean to Finish
4.310
115
1.00
495,650
Finishing
0
135
1.00
0
Farrow to weanling
0
433
1.00
0
Farrow to feeder
0
522
1.00
0
Farrow to finish
0
1,417
1.001
0
Boars
Q
400
1.001
0
Total Required Treatment Volume (cu. ft.)= 495,650
Sludge Storage Volume:
nena T e Capacity ALW (cu.ftAb)= ota
Nursery
0
30
0.00
0
Wean to Finish
4,3101
116
0.00
0
Finishing
01
135
0.00
0
Farrow to weanling
Farrow to feeder
0
433
0.00
0
522
0.001
0
Farrow to finish
0
1,417
0.001
0
Boars
0
400
0.0001
Q
Total Required Sludge Storage Volume (cu. ft.)=
Temporary Shuge Volume:
Manure Production:
O
anal ype pacdY to. enod f. ay) = Total
Nursery
0
66
0.30
0
Wean to Finish
4.310
66
1.17
331,975
Finishing
0
66
1.37
0
Farrow to weanling
0
66
4.39
0
Farrow to feeder
0
66
5.30
0
Farrow to finish
01
661
14.38
0
Boars
01
661
4.06
0
Total Manure Production (gals.)=
Total Manure Production (cu.fL)=
Excess Fresh Water:
331,975
44,382
Animal ype Cqmclty ` Sto-PerjodJJda = otai
Nursery
01
66
0.00
0
Wean to Finish
4,310
66
0.00
0
Finishing
0
66
0.00
0
Farrow to weanling
0
66
0.00
0
Farrow to feeder
0
66
0.00
0
Farrow to finish
0
661
0.001
0
Boars
0
66
-0.001
0
Total Fresh Water Excess (gals.)= 0
Total Fresh Water Excess (cu.tL)= 0

Grower: Waters 3-4-5 Designed By:
Address: PO Box 759 Checked By:
Rose Hill, NC 28458 Date:
i, County: Duolin Sheet 4 of 7
Temporary Storage Volume: (Coat.)
Rainfall in Excess of Evaporalion:
IBW
DSE
05/02/13
Val.=(Lagoon Surface Area + Additional Drainage Area) ' Rainfall 112inJft
Vol., (112554 sq.ft. + 0 sq.tt.) ' 7 in. 112 inAt.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 65,657
Storm Storage:
Vol; (Lagoon Surf. Area + Addt'f Drainage Area) * 25Yr./24Hr. Storm(in) / 12inJft.
Vol.= (112554 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 25YrJ24Hr. Storm Event (cu.ft)= 70,346
"Heavy Rain' Storage:
Val=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12fn./ft.
Vol.= (112554 sq.ft + 0 sq.h.) * 0.0 In. /12 inJft.
Total Required Volume for "Heavy Rain" (tuft.) : 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
0 0
Total Required Storm Storage
(25Yr. / 24Hr. Storm +'Heavy Rain')= 70,346 (CURT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) = 110,038 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 495,650 (CU.FT)
TOTAL REQUIRED VOLUME = 676034 (CU.FT.)

Grower: Waters 3-4-5
Address: PO Box 759
Rose Hill, NC 28458
- ~ T Designed By: KBW
Checked By: DSE
Date: 05/02/13
Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation ------- -----------
99.80
FT.
Emergency Spillway Crest Elevation -- ----------- ---
Not A Applicable
Top of 25Yr. / 241-1r. Storm Storage — ....... -----
98.80
FT.
Top of 'Heavy Rain' Storage --------------
Not
Applicable
Start Pump Elevation ----------------
98.12
FT.
End Pump Elevation ---------------
97.00
FT.
Top of Sludge Storage ------------------
Not
Applicable
Seasonal High Watertable Elev.--- ---------------
0.00
Finished Bottom Elevation ------- ---- ---
90.25
FT.
Inside Top Length _-___--___.._-_
117.00
FT,
Inside Top Width -------- —--- -----
962.00
FT.
Side Slopes -- ----------- -----
3:1
H:V
Lagoon Surface Area ---- - ---
112,554
SF
Min. Liner Thickness (if required) -------------- —
15
FT.
Freeboard Depth ------------------
1.00
FT.
Temporary Storage Period ------------------
fib
Days
TOTAL DESIGN VOLUME = 681351 (CU.FT.)
Treatment / Sludge Storage Zone Depth ------ 6.8 FT.
Temporary Storage Zone Depth ------ 1.1 FT.
Freeboard / Storm Storage Zone Depth -- ------ 1.7 FT.
Total Lagoon Depth ---------- 9.6 FT.

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Grower: Waters 3-4-5 Designed By: 14BW
Address: PO Box 759 Checked By: DSE
Rose Hill, NC 28458 Date: 05/02/13
County: Duplin Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
NOTE: Soo 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 not supercede the
original certification of the farm.
Murlahy-Brown, LLC Engineering P.O. Box 866, Warsaw NC 28396 [phone]

Animal Waste Managetmient Plan Certification
(Pieaso type or print all Information that does not mgtxre a stgnaGrre)
General Information:
Name of Farm: Waters 1-5, M&M Rivenbark Farms Facility No: 31-35
Owner(s) Name: Murphy Brown, LLC Phone No: 910-293-3434
Mailing Address: P.O. Box 859 Warsaw, NC 28398
Farm Location: County Farm is located in: Duplin
Latitude and Longitude: 34 52' 55" / 78 08' 52' - Integrator. Murphy Brown
Please attach a copy of a county road map with location identified and described below (Be specific: road
names, directions, milepost, etc.): Take SR 1003 to Magnolia, Go .5 mil & bear left onto S_R_1119 for .5 mile. At
Stop sign turn left & go .5 mile and turn rightto SR 1117 (Bonham RD. Go 2.6 miles. Waters 1 &2 is on left, Waters !_
3-5 is on the right just before the county line.
Operation Description:
Type ofSlvbe WofANmals
Type of Poultry Alb. of Animals
0 Wean to Feeder
[] Layer
0 Feeder to Fetish
0 Ptdieis
0 Farrow to Wean
0 Farrow to Feeder
0 Farrow to Finish
[a, -'Wean to Finish 12,W8
❑ Gilts
0 soars
Acreage Available for Application:
114.01 Required Acreage:
Type of Cattle No. of Animals
❑ Dairy
❑ Beet
114.01
Number of Lagoons / Storage Ponds: 3 Total Capacity: Cubic Feet (ft3)
Are subsurface drains present on the farm. Yes or I No (please circle one)
If YES: are subsurface drains present in the area of the LAGOON or SPRAY FIELD (please circle one)
+•xarr+a+rararraa+sass+rrx+a+ta++�•++raaaar+aaatrxaaa+++++aaa�araar•rxawaaataaa+soar+++aaaarraaasa�+r•a++++roar++a+aaax+++sass*rasa++r
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 Willies will require a new certification to be submitted to the Division of Environmental Management before the
new animals are stocked. I (we) understand that there must be no discharge of animal waste from the storage or application system
to surface waters of the state either directly through a man-made conveyance or from a storm evert less severe than the 26 - year,
24 - hour storm and there must not be nut -off from the application of animal waste. I (we) understand that run-off of pollutants from
bunging and heavy use areas must be minimized using technical standards developed by the Natural Resources Conservation
Service. The approved plan will be filed at the farm and at the office of the local Soil and Water Conservation District. 1 (we) know
that any modification must be approved by a technical specialist and submitted to the Soil and Water Conservation District prior to
Implementation. A change In land ownership requires written notification to DEM or a new certification (Uthe approved plan is
changed) within eU days of a fife transfer.
Name of Land Owner:
Signature:
Name of Manager
Signature:
AWC-- August 1, 1997
from owner):
LLC
Date:
b

Technical Specialist Certification
I. As a technical specialist designated by the North Carolina SDI and Water Conservation Commission
pursuant to 16A NCAC 6F .0005. 1 certify that the animal waste management system for this farm named
above has an animal waste management plan that meets or exceeds standards and specifications of the
Division of Environmental Management (DEM) as specified in 15A HCAC 2H.201 and the USDA -Natural
Resources Conservation Service (MRCS) and/or the North Carolina Soil and Water Conservation
Commission pursuant to 1 SA NCAC 2H.0217 and 15A NCAC OF D001.0005. The following elements are
included in the plan as applicable. While each category designates a technical specialist who may sign each
certification (SD, 81, WUP, RC, 1), the technical specialist should only certify parts for which they are
tech nically competent.
il_ Certification of Design
A) Collection. Storage, Treatment System
Check the to box
E)dsting facility without retrofit (SD or WUP)
Storage volume Is adequate for operation capacity: storage capability consistent with waste
utilization requirements.
[] New,_ ex� anded or retrofitt�..Ifacilkx (SD)
Animal waste storage and treatment structures, such as but not limited to collection systems,
lagoons and ponds, have been designed to meet or exceed the minimum standards and
specifications.
Name cii Technical Specialist (Please Print): Toni W. Kin
Affiliation Murphy -Brown, LLG _ _ Date Work Completed:
Address (Age cy): P.Q. Box 856, Warsaw, INC 28M Phone No.; [phone] r
Signature: Date: S -3 ^ 7-0 "3
B) Land Application Site (WUP)
The plan provides for minimum separations (buffers); adequate amount of land for waste utilization;
chosen crap is suitable for waste management hydraulic and nutrient loading rates.
Name of Technical Specialist (Please Print): Toni Kin
Afftiiatlon Murphy -Brown, LLG Date Work Completed:
Address ( ey): P.O. Box 856 Warsaw, NC 2839E Phone Nlo.:L910) 293-3434
Signature: Date; S — 3 — ZO V5 ^ w
C) Runoff Controls from Exterior Lots
Check the appropriate box
Facility without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
E:1 FMIlfty with exterior lots (RC)
Methods to minimize the nm off of pollutants from la Ing and heavy use areas have been
designed In accordance with technical standards developed by NFIGS.
Name of Technical Specialist (Please Print): Tani W. Kin
Affiliation Mur h -Brown, LLC Date Work Completed:
Address (A7SZL--
P.O. Box 856, Warsaw, NC 2839E Phone No.: 910 293-3434
Signature: � Date: 5 —3 - za13
AWC -- August 1, 1997 2

D). Aggliication and Handfirlg Eattlpment
Check tree aApropmfe box
Existing or exoandina facility with existing waste application eaulement (WUP or 1)
Animal waste application equipment specified in the plan has been either field calibrated of
evaluated in accordance with existing design charts and tabu and is able to apply waste as
rcec:essary io accommodate the waste management plan: (axisting application equipment can cover
the area required by the plan at rates not to exceed either the specified hydraulic or nutrient loading
rates. A schedule for timing of applications has been established; required buffers can be
maintained and calibration and adjustment guidance are contained as part of the plan).
❑ New, expanded or existing facilb without existing waste awlication equipment for spray Irrigation.
(Q
Animal waste application equipment specified in the plan has been designed to apply waste as
necessary to accommodate the waste management plan: (proposed application equipment can
cover the area required by the plan at rates not to exceed either the specified hydraulic or nutrient
loading rates; a schedule for timing of applications has been established: required buffers can be
maintained: calibration and adjustment guidance are contained as part of the plan).
❑ New, expanded or existing facility without existing waste awiication equipment for land spreading
not using spray kdgatlon. (WUP or 1)
Animal waste application equipment specified in the plan has been selected to apply waste as
necessary to accommodate the waste management plan: (proposed application equipment can
cover the area required by the plan at rates not to exceed either the specified hydraulic or nutrient
loading rates: a schedule for timing of applications has teen established; required buffers can be
maintained: calibration and adjustment guidance are contained as a part of the plan).
Nacre of Technical Specialist (Please Print): Toni W. King
Affifiation MurphX-Brown, LLLG We Work Completed:
Address (Agency): P.O. Box 856, Warsaw, NG 2839E Phone No.: (My293-3434
Signature: - Date;
E) Odor Control, Insect Control,_ Mortality UPxnagement and Emergency Action Plan [SD.
S.I. WU_P. RC or 1)
The waste management plan for this facility Includes a Waste Management Odor Control Checklist,
an Insect Control Checklist, a Mortality Management Checklist and an Emergency Action Plan.
Sources of both odors and insects have been evaluated with respect to this site and Best
Management Practices to Minimize Odors and Best Management Practices to Control Insects have
been selected and included In the waste management plan. Both the Mortality Management Plan
and the Emergency Action Plan are complete and can be implemented by this facility.
Name of Technical Specialist (Please Print): Toni W. Kin::
Affiliation Murphy -Brown, LLC _ Date Work Completed: —
Address (Agely): P.O. Box 856, Warsaw, NC 2839E Phone No.: [phone]
Signature: Date:
F) Written Notice of New or Expanding Swilhe Farm
The fdlcWng signature block is only to be used for new or expanding swine farms that begin
construction after June 21, 1996. it the facility was built before June 21. 1996, when was it
constructed or last expanded
I (we) certify that I (we) have attempted to contact by certified mail all adjoining property owners and
all property owners who own property located across a public road, street or highway from this new
or expanding swine farm. The notice was in compliance with the requirements of NCGS 100-805.
A copy of the notice and a Fist of property owners notified is attached.
Name of Land Owner:
Signature: - -
Name of Manager (if different from owner):
Signature:
AWC -- August 1, 1997
Date: r
Date -- - --- — - - -

Ill. Certification of Installation
A) Collection. Storage, Treatment lnstallatiort
New, expanded or retrofitted facility (Si)
Animal waste storage and treatment structures, such as but not limited to lagoons and ponds, have
been installed in accordance with the approved plan to meet or exceed the minimum standards and
specifications.
For existing facil tf8s without retrofits, no certitcadon is necessary.
Name of Technical Specialist (Please Print):
Affiliation _bate Work Completed: ---
Address (Agency): _ Phone No.:_-
Signature: __ f Date:
B) Land.Applicatton Site (WUP)
Check the TwIate box
[The cropping system is in place on all land as specified In the anima! waste management plan.
Conditional Approval: all required land as specified in the plan is cleared for planting: the
cropping system as specified in the waste utilization plan has not been established and the owner
has committed to establish the vegetation as specified in the plan by _ . (morrthtdaylyear);
the proposed cover crop is appropriate for compliance with the waft utilization plan.
E3 Also check this box if appropriate
If the cropping system as spe died In the plan can not be established on newly cleared
land within 30 days of this certification, the owner has committed to establish an interim
crop for erosion control:
Name of Technical Specialist (Please Print): Toni W. King
Affiliation Murphy -Brown, LLC Date Work Completed:
Address (Age ): P.O. B�ox- 8566Warsaw, NC 2839E Phone No., [phone]
Signature: �jko
,_,^� Bate:
This following signature block is only to he used when the box for conditional approval In Ill. B
t (we) certify that I (we) have committed to establish the cropping aystem as specified in my (our) waste
utilization plan, and If appropriate to establish the interim crop for erosion control, and will submit to ITEM a
verification of completion from a Technical Specialist within 15 calendar days foilowing the data specified in the
conditional certification. I (we) realize that failure to submit this verification is a violation of the waste
management plan and will subject me (us) to an enforcement action from DEM.
Name of land Owner:
Signature: - - - _ - Y - - - - _Date: -
Name of Manager (if different from owner): _
Signature: —_..- -- - - - - -- -- -- Date _T
AW C - August 1, 1997

C) Runoff Controls from Exterior Lats (RC)
Facility with exterior lots
Methods to minimize the run off of pollutants from lounging and heavy use area have been installed
as specified in the plan.
For facUikes wilhout exterior lots, no certification is necessapl.
Name of Technical Specialist (Please Print):
Affiliation _ _ Date Work Completed:_
Address (Agency); _ Phone No.: _
Signature: Date:
D) Appliotion and Handling E u' rnent installation ffluP or I)
Check the appwpr at+e bf i
Animal waste application and handling equipment specified in the plan is on site and
ready for use; calibration and adjustment materials have been provided to the owners
and are contained as part of the plan.
EJ Animal waste application and handling equipment specified in the plan has not been
installed but the owner has produced leasing or third party application and has provided
a signed contract: equipment specified to the contract agrees with the requirements of
the plan: required buffers can be maintained: calibration and adjustment guidance
have been provided to the owners and are continued as part of the plan.
M Conditional approval: Animal waste application and handling equipment specified in
the plan has been purchased and will he on e!te and installed by
(monthtdayfyear): there is adequate storage to hold the waste until the equipment is
installed and until the waste can be land applied in accordance with the cropping
system contained in the plan: and calibration and adjustment guidance have been
provided to the owners and are contained as part of the plan.
Name of Technical Specialist (Please Print): Toni W. King _
Affiliation Murphy -Brown, LLC Date Work Completed: _
Address (Age cy): P.O. Box 856, Warsaw, NC 2839E Phone No.: 910 293-3434
Signature: Date: ��-'z'a
The following signature blade Is only us when the box for conditlonral approval in IUD above
I (we) certify that I (we) have committed to purchase the animal waste application and handrmg equipment as
specified in my (our) waste management plan and will submit to DEM a verification of delivery and installation
from a Technical Specialist within 15 days following the date specified in the conditional certification. I (we)
realize that failure to submit this verification is a violation of the waste management plan and will subject me (us)
to an enforcement action from DEM.
Name of Land Owner:
Signature: Date:
Name of Manager (if different from owner):
Signature _ _ _ _ _ _ _Data
E) Odor Control, Insect Control and Mortality Mariaaement'(SQ, SI, WUP, RC or ll
Methods to control odors and Insects as specified in the Plan have been installed and are operational. The
Name of Technical Specialist (Please Print): Tani W. lip
Affiliation Murphy -Brown, LLC bate Work Completed:
Address (Ag y): P.O. Box 56, Warsaw, NC 2839E Phone No.: 910 293-3434
Signature; k r j _ Date:
AWC -- August 1,1997

Please return the completed form to the Division of Water Quality at the following Address:
Department of Environment Health and Naturals Resources
Division of Water Gality
Water Quality Section, Compliance Group
P.O. Box 29M
Raleigh, NC 27626-0636
Please remember to submit a copy of this form along with the complete Animal Waste
Management Plan to the local Soil and Water Conservation District Office and to keep a
copy in your files with your Animal Waste Management Plan.
AWC -- August 1, 1997 6

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
aster 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.
'Reps nted 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
mafnfd►n 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 S00 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 tack 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 sidewalis, thereby weakening the lagoon dam.
A good stand of vegetation will reduce the potential damage caused by wave action. If
wave action causes serious damage to a lagoon sidewall, baffles in the lagoon may be
used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon
has any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is a
threat of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps — check for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need of repair or
replacement.
NOTE; Pumping systems should be inspected and operated frequently enough so that
you are not completely "surprised" by equipment failure. You should perform your
pumping system maintenance at a time when your lagoon is at its low level. This will
allow some safety time should major repairs be required. Having a nearly full lagoon is
not the time to think about switching, repairing, or borrowing pumps. Probably, if your
lagoon is full, your neighbor's lagoon is full also. You should consider maintaining an
inventory of spare parts or pumps.
Surface water diversion features are designed to carry all surface drainage
waters (such as rainfall runoff, roof drainage, gutter outlets, and panting lot
runoff) away from your lagoon and other waste treatment or storage
structures. The only water that should be coming from your lagoon is that
which comes from your flushing (washing) system pipes and the rainfall that
hits the lagoon directly. You should inspect your diversion system for the
following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height

identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. if technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an 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 9 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 B.G.
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 an nutrient
requirements and soil moisture so that temporary storage will be maximized for the
summer thunderstorm season. Similarly, irrigate in the late summer / early fail to
provide maximum lagoon storage for the winter.
• The lagoon liquid level should never be closer than 1 foot to the !owest point of the
darn 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 undemeath the liquid surface and
as far away from the drainpipe inlets as possible.
• Prevent additions of bedding materials, long-stemmed forage or vegetation, molded
feed, plastic syringes, or other foreign materials into the lagoon.
• Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
• Maintain strict vegetation, rodent, and varmint control near lagoon edges.
• Do not allow trees or large bushes to grow on lagoon dam or embankment.
• Remove sludge from the lagoon either when the sludge storage capacity is full or
before it fills 50 percent of the permanent storage volume.
• If animal production is to be terminated, the owner is responsible for obtaining and
implementing a closure plan to eliminate the possibility of a pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:
5

• proper lagoon sizing,
• mechanical solids separation of flushed waste,
• gravity settling of flushed waste solids in an appropriately designed basin, or
• minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will
• have more nutrients,
• have more odor, and
• require more land to properly use the nutrients.
Removal techniques:
• Hire a custom applicator.
• Mix the sludge and lagoon liquid with a chopper - agitator impeller pump through large -
bore sprinkler irrigation system onto nearby cropland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; m's--
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 -tine 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.

Etik-IERGENCY ACTION FLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) q 10--1q te=1atS
EMERGENCY MANAGEMENT SERVICES (EMS) Cl 10_ = te- )-0
SOIL AND WATER CONSERVATION DISTRICT (SWCD) Ot td — an L. -- at�-0
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) at t O -- Qq�
COOPERATIVE EXTENSION SERVICE (CES) 9 t o 9S to -- '004:N
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.
8. Runoff from waste application field -actions include:
a) Immediately stop waste application.
b) Create a temporary diversion to contain waste,
c) Incorporate waste to reduce runoff.
d) Evaluate and eliminate the reason(s) that cause the runoff.
e) Evaluate the application rates for the Fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers - action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Close valves to eliminate further discharge.
d) Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators - action include:
a) Stop recycle pump.
b) Stop Irrigation pump.
c) Make sure siphon occurs.
d) Stop all flow in the house, flush systems, or solid separators.
E. Leakage from base or sidewail of lagoon. Often this is seepage as opposed to flowing leaks -
possible action:
a) Dig a small sump or ditch from the embankment to catch all seepage, put in a submersible
pump, and pump back to lagoon.
b) If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil.
c) Have a professional evaluate the condition of the side walls and the lagoon bottom as soon
as possible.

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach surface waters'?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone #, After hours,
emergency number: [phone]. Your phone call should include: your name, facility
number, telephone number, the details of the incident from item 2 above, the exact
location of the facility, the location or direction of the movement of the spill, weather and
wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Health Department
d. Contact CE's phone number, local SWCD office phone number and the local MRCS
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 Brawn. LLC
b. Contractors Address: P.O. Box 856 Warsaw. NO 28398
c. Contractors Phone: [phone]
ls_ Contact the technical specialist who certified the lagoon (MRCS, Consulting Engineer, etc.)
a. Name; Kraig Westerbeek
b. Phone: 910 293 - 5330
Implement procedures as advised by UWQ 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
(Liquid Systems)
Flush Gutters Accumulation of solids Flush system is designed and operated
sufficiently to remove accumulated
solids from gutters as designed.
(j Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids (/) Maintain lagoons, setl1iing basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than "inches over more than
3Q% of surface.
Excessive Decaying vegetation {✓)Maintain vegetative control along banks of
Vegetable Growth lagoons and other impoundment's to prevent
accumulation of decaying vegetative matter
along waist's edge on impoundments perimeter.
(Dry Systems)
Fweders Feed Spillage (} Design, operate and maintain feed systems (e.g..
bunkers and troughs) to minimize the accumulation
of decaying wastage.
() Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer, 15-30 day interval during winter).
Feed Storage Accumulation of feed
() Reduce moisture accumulation within and around
residues
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewers grain and similar high moisture grain
products).
() Inspect for and remove or break up accumulated
solids in fitter strips around feed storage as needed.
An'rrmai Molding 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 anknals is minimal.
() Maintain fence rows and filter strips around animal
holding areas to minknize accumulations of wastes
(le. inspect for and remove or break up accumulated
solids as needed).
MIC — November 11, 1996
10

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

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source
Cause
BMP's to Minimize Odor Site Specific Practices
Farmstead
Swine production
(-I)Vegetative or wooded buffers:
(V)Recommended best management
practices;
(V)Good judgment and common sense
Animal body
Dirty manure
(}Dry floors
surfaces
covered animals
Floor surfaces
Wet manure -covered
(.')Slotted floors;
floors
(.Waterers located over slotted floors;
(✓)Feeders at high end of solid floors;
(w')Scrape manure buildup from floors;
{ )Underfloor ventilation for drying
Manure collectlon
Urine
(✓)Frequent manure removal by flush, pit
Pits
recharge or scrape
Partial microbial
{ )Underfloor ventilation
decomposition
Ventilation
Volatile gases
(.')Fan maintenance;
exhaust fans
Dust
(v)Efficient air movement
Indoor surfaces
Dust
(✓)Washdown between groups of animals ` --
( )Feed additives;
( )Feeder covers;
( )Feed delivery downspout extenders to
feeder covers
Flush Tanks Agitation of recycled ( )Flush tank covers
lagoon liquid while tanks ( )Extend fill lines to new bottom of tanks
are filling with anti -siphon vents
Flush alleys Agitation during waste ( )Underfloor flush with underfloor
water conveyance ventilation
Pit recharge Agitation of recycled ( )Extend recharge Ones to near bottom of
points lagoon liquid while pits pits with anti -siphon vents
are filling
Lift stations Agitation during sump ( )Sump tank covers
tank filling and drawdown
Outside drain Agitation during waste ( )Box covers
collection or water conveyance
junction moues
Grid of drain Agitation during waste ( )Extend discharge point of pipes
pipes at lagoon water underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions (✓)Proper lagoon liquid capacity
Biological mixing (✓)Correct lagoon startup procedures
Agitation ( )Minimum surface area-to-volum ratio
(✓)Minimum agitation when pumping
( )Mechanical aeration
( )Proven biological additives
Irrigation sprinkler High pressure agitation (✓}Irrigate on dry days with little or no wind
nozzles Wind draft (,/)Minimum recommended operation pressure
(✓)Pump intake near lagoon liquid surface
( )Pump from second -stage lagoon
AMOC — November 11,1996
12

Storage tank or Partial microbial ( )Bottom or midlevel loading
basin surface decomposition Mixing while ( )Tank covers
filling Agitation when emptying( )Bash, surface mats of solids
( )Proven biological additives or oxidants
Settling basin Partial microbial decem- ( )Extend drainpipe outlets underneath liquid
surface position Mixing while filling level
Agitation when emptying ( )Remove settled solids regularly
Manure, slung or Agitation when spreading ( )Soil injection of slurry/sludges
sludge spreader
Volatile gas emissions
( )Wash residual manure from spreader after use
outlets
( )Proven biological additives or oxidants
Dead animals
Carcass decomposition
( )Proper disposition of Carcasses
Dead animal
Carcass decomposition
( )Complete covering of carcasses in burial pits
disposal pits
( )Proper location / construction of disposal pits
Incinerators
Incomplete combustion
( )Secondary stack burners
Standing water
improper drainage
(V)Farm access road maintenance T
around facilities
Microbial decomposition of
away from facilities
organic matter
Manure tracked
Poorly maintained access
(✓)Farm access road maintenance
onto public roads roads
from farm access
Additional Information: Available From:
Swine Manure Management 0200 Rule / BMP Packet NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure ManagemerttPit Recharge --Lagoon TreatmentEBAE42& kMSU-BAE
Swine Production Faeffi y Manure Management:Underfloor Fiuse-Lagoon Treatment 128488NCSU-BAE
Lagoon Design and Management far Livestock Manure Treatment and Storage; ERAE103-83NCSU-BAE
Calibration of Manure and Wastewater Application Equipment EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buiidings; PIH-33 NCSU-Swine Extension
Environmental Assurance Program: NPPC Manual NC Pork Producers
Assoc
Options for Managing Odor, a report from the Swine Odor Task Force NCSU Agri Communication
Nuisance Concerns in Animal Manure Management: Odors and Flies; PR0101, Florida Cooperative Extension
1995 Conference Proceedings
The issues checked ( ) pertain to this operation. The landowner! integrator agrees to
use sound judgment in applying odor control measures as practical,
1 certify the aforementioned odor control Best Management Practices have been reviewed
with me.
(Landowner Signature)
13

Insect Control Checklist for Animal Operations
Source Cause SMPs to Control Insects �v Site S ciflc Practices
Flush gutters
Lagoons and pits
• Accumulation of solids
• Crusted solids
Lf Flush system is designed and operated
L___J sufficiently to remove accumulated solids from
gutters as designed
Remove bridging of accumulated solids at
_ discharge _
Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6 to
8 inches over more than 30 percent of surface
Excessive vegetative • Decaying vegetation �� Maintain vegetative control along banks of
growth f `• I lagoons and other impoundments to prevent
accumulation of decaying vegetative matter along
water's edge on im oundment's perimeter.
Dry Svstems
Feeders • Feed spillage ❑ Design, operate, and maintain feed systems (e.g.,
bunkers and troughs) to minimize the
accumulation of decaying wastage
❑Clean up spillage on a routine basis (e.g., 7- to
10-day interval during summer; 15- to 30-day
interval during-, winter)_
AMIC —November 11, 1996, page 1

Insect Control Checklist for Animal Operations
Source _ Causer
Feed storage v Accumulations of feed residues �{
Animal holding areas • Accumulations of animal wastes a
and feed wastage
Elf
BMPs to Control Insects Site Specific Practices
Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by ensuring drainage is away from site
and/or providing adequate containment (e.g.,
covered bin for brewer's grain and similar high
moisture grain products)
Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed
Eliminate low areas that trap moisture along
fences and other locations where waste
accumulates and disturbance by animals is
minimal
Maintain fence rows and filter strips around
animal holding areas to minimi7x accumulations
of wastes (i.e., inspect for and remove or break up
accumulated solids as needed)
Dry manure handling • Accumulations of animal wastes Remove spillage on a routine basis (e.g., 7- to 1 Q-
systems day interval during summer; 15- to 30-day
interval during winter) where manure is loaded
for land application or disposal
❑Provide for adequate drainage around manure
stockpiles
❑Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and
manure handling areas as needed
For more information contact:
Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC — November 11, 1996, page 2

Swine Farm Waste Management Odor Control Checklist
Source
Cause
$MPs to Minimize Odor_ Site SReciCc Practices
Farmstead
•
Swine production
_
Vegetative or wooded buffers
M
Recommended best management practices
judgment and common sense
e F1Good
Animal body surfaces
•
Dirty manure••covered animals X
Dry floors
Floor surfaces
o
Wet manure -covered floors
�-1 Slotted floors f�
aWaterers located over slotted floors
X Feeders at high end of solid floors
X
Scrape manure buildup from floors
k
Underfloor ventilation for drying
Manure collection pits
�•
Urine
Frequent manure removal by flush, pit recharge,
Elor
scrape
•
Partial microbial decomposition
Underfloor ventilation
Ventilation exhaust
.
Volatile gases
Fan maintenance
fans
X
•
Dust
� Efficient air movement
X
Indoor surfaces
.
Dust
Washdown between groups of animals
-
Feed additives
X
❑
Feeder covers
Feed delivery downspout extenders to feeder
covers
Flush tanks
•
Agitation of recycled lagoon
Flush tank covers
liquid while tanks are filling
Extend fill lines to near bottom of tanks with
anti -siphon vents
Flush alleys
Agitation during wastewater
Underfloor flush with underfloor ventilation
conveyance
AMOC —November 11, 1996, page 1

Swine Farm Waste Management Odor Control Checklist
Source Cause r BMPs to Minimize Odor r Site Specific Practices
Pit recharge points . Agitation of recycled lagoon n Extend recharge lines to near bottom of pits with ^�
liquid while pits are fillip anti -siphon vents _
Lift stations • Agitation during sump tank Sump tank covers
fillin and drawdown
Outside drain • Agitation during wastewater ('"� Box covers
1— j collection or junction conveyance
boxes
End of drainpipes at • Agitation during wastewater j ;, Extend discharge point of pipes underneath
ialoon conveyance _ J _^_J lagoon liquid level
Lagoon surfaces • Volatile gas emissions FX] Proper Iagoon liquid capacity
• Biological mixing EE Correct lagoon startup procedures
• Agitation �Minimum surface area -to -volume ratio
X Minimum agitation when pumping
1J Mechanical aeration
i Proven biological additives
sprinkler
nor.7lcs
Storage tank or basin
surface
• High pressure agitation
j _X—
Irrigate on dry days with little or no wind
• Wind drift
E
Minimum recommended operating pressure
X
Pump intake near lagoon liquid surface
Pump from second -stage lagoon
• Partial microbial decomposition
l
Bottom or midlevel loading
• Mixing while filling
Tank covers
• Agitation when emptying
F—I
Basin surface mats of solids
❑
Proven biological additives or oxidants
AMOC — November 11, 1996, page 2

Swine Farm Waste Management Odor Control Checklist
Source Cause T_ _ oMPs to Minimize Odor Site Specific Practices
Settling basin surface a Partial microbial decomposition Extend drainpipe outlets underneath liquid level
a Mixing while filling Remove settled solids regularly
a Agitation when emptying; T — -- — -- -
Manure, slurry, or . Agitation when spreading ❑ Soil injection of slurry/sludges
sludge spreader outlets
O Volatile gas emissions 1-1 Wash residual manure from spreader after use
❑ Proven biological. additives or oxidants
Uncovered manure, a Volatile gas emissions while (-"1 Soil injection of slurry/sludges
slurry, or sludge on drying (�J
field surfaces
Soil incorporation within 48 hours
❑ Spread in thin, uniform layers for rapid drying
Proven biological additives or oxidants
Dead animals a Carcass decomposition X Proper disposition of carcasses
Dead animal disposal • Carcass decomposition Complete covering of carcasses in burial pits
pits
n Proper location/construction of disposal pits
Incinerators a Incomplete combustion
Standing water around
facilities
• Improper drainage
O
Secondary stack burners
Grade and landscape such that water drains away
from facilities
a Microbial decomposition of
organic matter
Manure tracked onto o Poorly maintained access roads Farm access road maintenance �^ T
public roads from farm L:.J
access
AMOC — November 11, 1996, page 3

Additional Information:
Swine Manure Management; .0200 Rule/BMP Packet
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge— Lagoon Treatment; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Flush— Lagoon Treatment; EBAE 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
Controlling Odors from Swine Buildings; PIH-33
Environmental Assurance Program; NPPC Manual
Options for Managing Odor; a report from 'she Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings
AMOC — November 11, 1996, page 4
Available From: _
NCSU, County Extension Center
NCSU—BAE
NCSU— BAE
NCSU-- BAE
NCSU— BAE
NCSU— BAE
NCSU— Swine Extension
N.C. Pork Producers Assoc.
NCSU Agricultural Communications
Florida Cooperative Extension

wrsioa—November 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented
When selecting multiple methods indicate a primary versus secondaryoption.
Methods other than those listed must be appraved by the State Veterinarian.
Primary Secondary Routine Mortality
Q 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
138.0200.
U Rendering at a rendering plant licensed under G.S. 106-168.7.
ElComplete incineration according to 02 NCAG 52C .0102.
a 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.
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).
�I Q Any method which, in the professional opinion of the State Veterinarian, would make possible
�j 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 faci'lity's animal
waste management system permt).
• 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.
signature of Farm Owner/Manager
Signature of Technical specialist
Date
2126119
Date

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