310035_Application_20220715

Smithfield,
Good food. 7ZespoKsibl�
July 15, 2022
NCDEQ Division of Water Resources
Water Quality Permitting Section
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, NC 27699-1636
M. Kevin Weston
Environmental Resource Specialist II
Smithfield Hog Production
P. O. Box 856
2822 NC Hwy 24 West
Warsaw, NC 28398
[phone] office
[phone] cell
Subject: Request to Transfer Permit Coverage to
Swine Farm Digester Waste Management System General Permit, AWG400000 for
Waters 1-S M&M Rivenbark Farms, AW1310035
Duplin County, NC
To Whom It May Concern:
This letter serves as a request to transfer permit coverage of the above -mentioned farm from its current permitted status
as a farm digester system covered by the Individual Swine Animal Waste Management System Permit (AWl) to the Swine
Farm Digester Waste Management System General Permit (AWG). Enclosed is a copy of the permit application form
(AWO-STATE-G-DIGESTER-7/07/2022) along with supporting documentation.
Thanks for your consideration of this request. If you have any questions or need additional information regarding this
matter, please contact me.
Sincerely,
M. Kevin Weston
Environmental Resource Specialist II
kweston 0 smithfield.com

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Feeding Operations Permit Application Form
(THIS FOR LI hGiY BE PHOTOCOPIED FOR USE AS. -IN ORIGIN -IL)
State Digester General Permit — Farm Digester System
GENERAL INFORMATION:
1.1 Facility name: Waters Farm 1-5 M&M Rivenbark
1.2 Print Owner's name: Murphy -Brown, LLC
1.3 Mailing address: P.O. Box 856
City, State: Warsaw, NC
Zip: 28398
Telephone (include area code): ( 910 ) 293 - 3434 Fax: ( 910 ) 293 - 3138
Email: kweston t smithfield.com
1.4 Physical address: 885 Bonham Rd
City, State: Magnolia, NC
Telephone number (include area code): (
Zip: 28453
Latitude 34. 88440 Longitude -78. 14970 (Decimal Degrees from Google Earth)
1.5 County where facility is located: Duplin
L6 Facility location (directions from nearest major highway, using SR numbers for state roads): From Magnolia take SR1003
south towards Delway, turn right on SRI 117 Bonham Rd go approx. 3.5 miles and Waters I&2is on left and Waters 3-5 is
on right, and go approx. 0.2 miles further to M&M Rivenbark farm entrance on the right
1.7 Farm Manager's name (if different from Landowner): Michael Norris
1.8 Lessee's I Integrator's name (if applicable: circle which type is listed): Murphhv-Brown, LLC
1.9 Facility's original start-up date: 1989 Date(s) of facility expansion(s) (if applicable):
1.10 Design Contact name:
2. OPERATION INFORMATION:
2.1 Facility number: AW1310035
Phone (_) - Email:
2.2 Operation Description:
Please enter the Design Capacity of the system. The "No. of Animals" should be the maximum number for which the
current swine waste management system is permitted.
Type of Swine
❑ Wean to Feeder
❑ Feeder to Finish
❑ Farrow to Wean (# sow)
❑ Farrow to Feeder (# sow)
❑ Farrow to Finish (# sow)
y Wean to Finish
❑ Gilts
❑ Boar'Stud
No. of Animals Type of Poultry No. of Animals Type of Cattle No. of Animals
❑ Layer ❑ Beef Brood Cow
12.308
❑ Other Type of Livestock on the farm:
❑ Non -Layer
❑ Turke}
❑ Turkey Poults
❑ Beef Feeder
❑ Beef Stocker Calf
❑ Dairy Calf
❑ Dairy Heifer
❑ Dry Cow
❑ Milk Cow
No. of Animals:
FORM: AWO-STATE-G-DIGESTER-7/07/2022 Page 1 of 6

2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): 12011
Acres
Required Acreage (as listed in the CAWMP): 120.11
Acres
Existing Application Area (pre -construction):
Acres
Proposed Application Area (post -construction):
Acres
Is there a change to the existing WUP?
YES
or NO (circle one)
Is the Existing WUP attached?
"E
or NO (circle one)
Is the New (if applicable) WUP attached?
YES
or NO (circle one)
2.4 List and Describe all Storage/Treatment Structures Below:
a. DIGESTER or other PRIMARY TREATMENT: (double click on
"Select' for drop -down menu box)
Treatment
Existing?
Name of
Treatment
Type of
Liner
Surface
Type of
Cover
Ttl Ca acit
P )
Re d Ca aci
q P ty
Unit Type
(Y/N)
Unit
Material
Area
Material
(cu. Ft.)
(cu.ft.)
Digester
Y
2478D
Synthetic
53,943
Synthelc
4W583
393,856
mi
Select
Select
Select
Select
Select
Select
a. I Are engineering designs, drawings, specifications, and details attached? YES or ® (circle one)
b. SECONDARY TREATMENT'STORAGE: (double click on "Select" for drop -down menu box)
Name of Storage
Unit
Existing?
(Y/N)
Type of Liner
Material
Surface Area
Ttl Capacity
(cu. Ft.)
Req'd Capacity
(cu.ft.)
2627
Y
Soil Improved
93,000
536.549
523,560
2748
Y
Synthetic
135.512
1,117,952
991A43
3141
Y
Soil Improved
111554
681,351
676.111
Select
2.5 Are KNOWN subsurface drains present within 100' of any application fields? YES or ® (circle one)
2.6 Are KNOWN subsurface drains in the vicinity or under the waste management system? YES or ® (circle one)
2.7 Does this facility meet all applicable siting requirements? ES or NO (circle one)
2.8 Describe Water Movement between Barns. Digesters, and Storage Ponds (double click on "Select" for drop -down menu
box)
Location
Pump Station or
Gravity
Pipe Size
Minimum Pump
Ca acit
Plan Sheet
Reference
GPM
TDH
Select
Select
Select
Select
Select
Select
Select
Select
FORM: AWO-STATE-G-DIGESTER-7/07/2022 Page 2 of 6

3. REQUIRED ITEMS CHECKLIST:
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item.
Applicant's Initials
3.1 One completed and signed original of the application for Digester Animal Waste Management
System Application Form. wlellJ
3.2 A general location map indicating the location of the animal waste facilities and held locations
where animal waste is land applied and a county road map with the location of the facility
indicated.
3.3 Documentation that new digester structure(s) meets the Swine Farm Siting Act, for swine
operations.
3.3.1 Site Map. The scale of this map shall not exceed 1 inch = 400 feet.
3.3.2 All proposed digesters to occupied residences > 1500 feet OR no closer than existing setback.
Existing setback = feet
3.3.3 All proposed digesters to schools, hospitals, churches, outdoor recreational facilities, national parks, state
parks, historic properties, or childcare centers > 2500 feet OR no closer than existing setback.
Existing setback = feet
3.3.4 All proposed digesters to property boundaries > 500 feet OR no closer than existing setback.
Existing setback = feet
3.3.5 All proposed digesters to Public Water supply wells > 500 feet.
3.3.6 The map shall show the location of any property boundaries and perennial streams, or rivers located
within 75 feet of waste application areas.
3.4 One copy of all engineering documents, including, but not limited to, calculations,
equipment specifications, plan and profile drawings to scale, construction materials,
supporting equations or justifications.
3.5 A detailed narrative of the Farm Digester Animal Waste Management System.
3.6 A copy of the CAWMP which must include the following components. Some ofthese
components may not have been required at the time theJitcility was initially certified but must
be added to the CA IVAlPfor 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
3.6.2 The method by which waste is applied to the disposal fields (e.g., irrigation, injection, etc.)
3.6.3 A map of every field used for land application
3.6.4 The soil series present on every land application field
3.65 The crops grown on every land application field
3.6.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP
3.6.7 The PAN applied to every application field
3.6.8 The waste application windows for every crop utilized in the WUP
3.6.9 The required NRCS Standard Specifications
3.6.10 A site schematic
3.6.11 Emergency Action Plan
3.6.12 Insect Control Checklist with chosen best management practices noted
3.6.13 Odor Control Checklist with chosen best management practices noted
3.6.14 Mortality Control Checklist with the selected method noted
3.6.15 Lagoon/storage pond capacity documentation (design, calculations, etc.); please be sure to include any
site evaluations, wetland determinations, or hazard classifications that may be applicable to your
facility
3.6.16 Site Specific Operation and Maintenance Plan
If your CA WMP includes any components not shown on this list, please include the additional components with your
submittal. (Composting waste transfers, etc.)
FORM: AWO-STATE-G-DIGESTER-7/07/2022 Page 3 of 6

4. ENGINEER'S CERTIFICATION:
(P.E. representing Owner's name listed in question 1.2),
attest that this application for (Facility name listed in
question 1.1) has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required
parts of this application are not completed and that if all required supporting information and attachments are not included, this
application package will be returned to me as incomplete.
Signature
Engineer's Seal
Date
5. FARM OWNER/PERMITTEE CERTIFICATION:
1, Murphy -Brown, LLC (Owner,'Permittee name listed in question 12), attest
that this application for Waters 1-5 M&M Rivenbark Farms (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 c9mpleted and that if all r red supporting information and attachments are not included, this application
package will be rpKmed as incomplete.
Signature V Date —///6/ `�-
6. MANAGER'S (7ERTIFICATION: (complete only if different from the Farm Owner)
(Manager's name listed in question 1.7), attest that this
application for (Facility name listed in question 1.1) has
been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application
package will be returned as incomplete.
Signature
Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER RESOURCES
WATER QUALITY PERMITTING SECTION
ANIMAL FEEDING OPERATIONS PROGRAM
1636 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1636
TELEPHONE NUMBER: [phone]
ELECTRONIC SUBMISSION IS ENCOURAGED. EMAIL TO: RAMESH.RAVELLA'dNCDENR.GOV
SURFACE WATER CLASSIFICATION:
FORM: AWO-STATE-G-DIGESTER-7/07/2022 Page 4 of 6

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 DWR regional office.
Therefore, you are required, prior to submittal of the application package, to submit this form, with items t through 6
completed, to the appropriate Division of Water Resources Regional Operations Supervisor (see page 6 of 6). At a minimum,
you must include an 8.5" by 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 Facility Name & Number:
7.2 Name & complete address of engineering firm:
Telephone: ( )
Email:
7.3 Name of closest downslope surface waters:
Fax:( )
7.4 County(ies) where the animal waste management system and surface waters are
7.5 Map name and date:
7.6 NC Professional's Seal (If appropriate), Signature, and Date:
TO: REGIONAL OPERATIONS SUPERVISOR
Please provide me with the classification of the watershed where this animal waste management facility will be or has been
constructed or field located, as identified on the attached map segment(s):
Name of surface waters:
Classification (as established by the Environmental Management Commission):
Proposed classification, if applicable:
Signature of regional office personnel:
(All attachments must be signed)
Date:
FORM: AWO-STATE-G-DIGESTER-7/07/2022 Page 5 of 6

DIVISION OF WATER RESOURCES REGIONAL OFFICES (4/2020)
Asheville Regional WQROS Supervisor Washington Regional WQROS Supervisor Raleigh Regional WQROS Supervisor
2090 U.S. Highway 70
943 Washington Square Mall
1628 Mail Service Center
Swannanoa, NC 28778
Washington, NC 27889
Raleigh, NC 27699-1628
[phone]
[phone]
[phone]
Fax [phone]
Fax [phone]
Fax [phone]
Avery Macon
Beaufort Jones
Chatham Nash
Buncombe Madison
Bertie Lenoir
Durham Northampton
Burke McDowell
Camden Martin
Edgecombe Orange
Caldwell Mitchell
Chowan Pamlico
Franklin Person
Cherokee Polk
Craven Pasquotank
Granville Vance
Clay Rutherford
Currituck Perquimans
Halifax Wake
Graham Swain
Dare Pitt
Johnston Warren
Haywood Transylvania
Gates Tyrell
Lee Wilson
Henderson Yancey
Greene Washington
Jackson
Hertford Wayne
Hyde
Fayetteville Regional WQROS Supervisor
Mooresville Regional WQROS Supervisor
Wilmington Region WQROS Supervisor
225 Green Street, Suite 714
610 East Center Avenue
127 Cardinal Drive Extension
Fayetteville, NC 28301-5094
Mooresville, NC 28115
Wilmington, NC 28405-3845
[phone]
[phone]
[phone]
Fax [phone]
Fax [phone]
Fax [phone]
Anson Moore
Alexander Lincoln
Brunswick New Hanover
Bladen Richmond
Cabarrus Mecklenburg
Carteret Onslow
Cumberland Robeson
Catawba Rowan
Columbus Pender
Harnett Sampson
Cleveland Stanly
Duplin
Hoke Scotland
Gaston Union
Montgomery
Iredell
Winston-Salem Regional WQROS Supervisor
450 Hanes Mill Road, Suite 300
Winston-Salem, NC 27105
Phone [phone]
Fax [phone]
Alamance
Rockingham
Alleghany
Randolph
Ashe
Stokes
Caswell
Surry
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadkin
Guilford
FORM: AWO-STATE-G-DIGESTER-7/07/2022 Page 6 of 6

Murphy -Brown, LLC
Grower(s):
Farm Name:
Permit
1 /6/2022
NUTRIENT UTILIZATION PLAN
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Wean to Finish
Feeder to Finish
Gilts
Storage Period:
Application Method -
2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
Murphy -Brown, LLC dba Smithfield Hog Production
Waters 1-5, M&M Rivenbark; AW1310035
12308
>180 days
Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen
Either of these conditions may result in runoff to surface waters which is not allowed
under DWR regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
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
2H 0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, ft', tons, etc.):
Capacity T e Waste Produced perAnimal Total
Farrow to Wean
3203 gal/yr
gal/yr
Farrow to Feeder
3851 gaiyr
galiyr
Farrow to Finish
10478 gaVyr
galiyr
Wean to Feeder
191 galiyr
gaVyr
12308
Wean to Finish
776 gaVyr
9,551,008 gal/yr
Feeder to Finish
927 gaVyr
gal/yr
Gilts
1015 gal/yr
galiyr
Boars
2959 gaVyr
gal/yr
Total 9,551,008 galtyr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
Capacity Type Nitrogen Produced per 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 Ibs/yr
Ibs/yr
Wean to Feeder
0.34 Ibs/yr
Ibs/yr
12308
Wean to Finish
1A Ibs/yr
17,231 Ibs/yr
Feeder to Finish
1.67 Ibs/yr
Ibs/yr
Gilts
1,83 lbs/yr
Ibs/yr
Boars
5.33 lbs/yr
Ibs/yr
Total 17,231 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: 120.11
Total N Required 1st Year: 28754.80
Total N Required 2nd Year: 26633.14
Average Annual Nitrogen Requirement of Crops: 27,693.97
Total Nitrogen Produced by Farm: 17,231.20
Nitrogen Balance for Crops: (10,462.77)
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 year 1 of a 2 year crop rotation
Tract Field Irrigated Soil tat Crop Timeto 1st Crop let Crop Lbs WAc Lbs N Total Iba N
Acreage Type Code Apply Yield Ibs N/Unit Residual /Ae Utilized
2nd Crop Time to 2661Crop 20d Crop Lbs N/Ac Lbs N Total lbs N
Code AppIX Yield Ibe WUnit Residual /Ae Utilized
Total
Lbs N/Ae
Total Ibs N
Utilized
Waters 3.5
W.I.,. 3-5
when 3.5
Waters lag
waters 1a2
wavers 1a2
Waters 162
wavers lag
wewrs lax
waters lax
W.I. iaz
Walem tax
wafers lax
waters lax
waters t82
waters IV
M&M/RB
M8M/RB
M8M/RB
M8M/RB
Waters 3-s
wavers 3.5
M&M/RB
waters 3.5
waters l5
We. lax
Wmars IV
wewrs lax
walss lag
Wawa l5
M&M/RB
1
2
Pt
11
12
t3
14
16
17
18
19
20
21E
21W
22E
22W
23
24
25
26
31
32
subriam 2325
wbnew tz
-bbew Pi
-brww 1a18.20
suonalo 19.21M.Mew
suCSeld 13.14
-Infield 11.12
subfien 3iR
sub5ela sa
5.11
1.99
30.94
3.53
0.90
3.06
2.40
4.19
3.45
4.35
1.%
5.06
6,27
2.57
6.06
1.69
5.93
2.85
1.48
3.46
2.D4
1.13
1.32
180
3.16
2.73
2.53
1.27
140
1.38
4.48
Au villa
Aut villa
Goldsbom
Aut villa
Aul villa
Aut vitle
Aut villa
Norfolk
Norfolk
Norfolk
Norfolk
Norfolk
Norfolk
Norfolk
Norfolk
1 Norfolk
1 Blanton
Blanton
Blanton
Goldsboro
tryville
Au ilk
Blanton
Aut villa
Goldsbore
Norfolk
Norfolk
1 Autryville
I Au[ villa
A tryville
Goldsboro
D
D
D
O
O
O
O
O
O
O
C
O
C
C
C
C
C
C
C
C
D
D
C
D
D
O
C
O
O
D
C
Feb 15-Jun
Fab 15Jun
eb1&Jun
-Se t15
Se t15
r-Se l5
A r-Sa t15
Se t15
r-Se i15
A r-Sa t75
Mar -Sept t
r-Se t15
MarSept
Mar -So
Mar -Set
Mar -Se
Mar -Se
Mar -Se
Mar -So
Mar -Set
Feb 15-Jun
Feb 15-Ju
Mar -Sept
Fab 15-Jun
Feb 15-Jun
A r-Se t15
Mar -Set
A rS 15
AfarSoptli
Feb 15-June
Mar -Sept
102.0
102.0
156.0
25.0
25.0
25.0
25.0
35.0
35.0
350
6.5
35.0
6.5
B.5
6.5
6.5
4.4
4.4
4.4
1
102.0
102.0
4.4
102.0
156.0
35.0
6.5
25.0
26A
102.0
8.5
1.02
1.02
0.95
3.86
3.98
3.98
3.98
3.91
7.81
3.91
48
3.91
46
46
46
46
48
48
48
48
1 LD2
1.02
48
t02
0.95
3.91
46
3.98
3.96
1.02
45
15
75
15
15
15
i5
15
15
89.04
89.04
133.20
99 0
8950
6950
99.50
136.65
136.85
136.85
299.DO
136.85
299.00
299.00
299.D0
299.00
211.20
211.20
211.20
299.00
89.04
89.04
211.20
89.04
133.20
136.85
299.00
99.50 1
99.50
B9.04
299.00
454.99
177.19
4121.21
351.24
8955
304.47
238.80
573.40
47213
59530
4%.34
692.46
1874.73
768.43
1811.94
487.37
1252.42
601.92
308.35
1034.54
181,64
100.62
278.78
160,27
420.91
373.60
756.47
126.37
139.30 1
122.88
1339.52
N
N
N
L
L
L
L
L
L
L
L
L
N
N
L
N
N
L
N
L
5e t-A r
Sam-Am45
Se -A r
Se -A r
Soot -Am
Se -A r
6e -A r
Se -A r
Se t-A r
Se -A f
Se FA r
Sept -Apr
Sept -Apr
Sept -Apr
Sept -Am r
Soot -Apr
Sept -Apr
Se to r
Sept -Apr
Sept -Apr
45
65
1
i
1
1
1
I i
1 1
1
1
1
45
45
7
45
65
1
45
1
2.32
2.32
2.09
50
50
50
50
50
50
50
50
50
2.32
2.32
50
1 2.32
2.09
50
2.32
50
1
1
J135.85
50.D0
0.00
50.00
50,00
50.00
50.00
50.00
Io
50.00
50.00
104.40
104.40
50,00
104.40
135.85
Oo
50.00
0.00
0.00
104.40
50.00
C4203.20
83.00
0.00
313.50
128.50
303.00
81.50
2%.50
142.50
73.00
173.00
212.so
117.97
66.00
187.92
429.29
0.00
126.50
0.00
0.00
144.07
224.00
93. 44
93.44
69.05
99.50
9.50
99.50
99.50
76.85
36.85
36.85
349.00
136. 55
349.00
349.00
349.D0
349.00
261.20
261.20
261.20
349.00
193. 4
193.44
261.20
193. 44
1 269.05
136.85
349.00
99.50
99.50
193.44
349.00
90848
384.95
832441
751.24
89.55
304.47
238.80
573.40
672, 13
595.30
579.34
692.46
2188.23
8%.93
2114.94
568.87
1548.92
744.42
381.75
1207.54
394.
-62
218,59
344.78
345.19
850.20
373.60
373.60
126.37
139.30
26695
1563.52
O elCro
Row (? Flalda
On
,Zrn
An
Any
CC
Sept -Am
1.0 1
30
30.00
0.00
Any
I Any
Any
S
Sapt-Aw
1.0 1
100
100.00
0.00
Note: Amount applieci to cover crop (CC) must be died Clod from folkl.Wng
crops
stoning PAN
rate.
Small Grain
S must be harvested
as hay.
M28754
Totals: 120.11 20707.13 8047. 7
3(a) of 11

Reception Area Specifications year 2 of a 2 year crop rotation
Tract Field Irrigated Soil let Crop Time to 1st Crop 1st Crop Lbs N/Ac Lbs N Total lea N 2nd Crop Time W 2nd Crop 2nd Crop Lbs WAc Lbs N Total to, N Total Total Ins N
Acreage Type Code Apely Yield Ibs N/Unit Residual /Ac Utilized Code A I Yield Ibs WUnit Residual /Ac Utilized Lbs N/Ac Utilized
waers 15
wean 35
1
2
Pt
5.11
1.99
30.94
3.53
0.90
Aut villa
Au ile
Goltlaboro
Aut rifle
Aut vita
Aut vole
O
O
O
D
D
D
D
D
D
D
C
D
C
C
C
C
C
C
C
C
O
O
C
O
O
D
C
D
D
O
C
A r-Sa t15
A rSe tl5
r-Se 15
Feb 15-Jun
Feb 15-Jun
Feb 15-Jun
Feb 15-Jun
Feb 15-Jun
Feb 15Jun
Feb 15-Jun
Mer-Set
Feb 15-Jun
Mar -Sept t
Mar -Set
Mar -Se t
Mar -Set
MarSe
Mer-Set
MarSe
MsrSe t
A r-Se tt5
A rSe t15
Mar-S
Ar-Se 15
A r-Se t15
Feb 15-Ju
Mar -So t
Fab 15Jun
Feb 15-Jun
A r-Se tl5
Mar -Sept
25.0
25.0
38.0
102.0
102.0
102.0
102.0
138.0
138.0
138.0
6.5
138.0
6.5
6.5
6.5
6.5
4.4
44
4.4
6.5
25.0
25.0
4.4
25.0
38.0
138.0
6.5
102.0
102.0
25.0
68
3.98
3.98
3.91
1.02
1.02
1.02
1.02
0.95
0.95
O.BS
46
0.95
46
46
46
46
48
48
48
48
3.98
3.96
48
3.98
3.91
0.95
46
1.02
1.02
3.98
46
15
15
15
15
15
15
15
15
15
15
75
99.50
99.50
148.SB
89.04
89.04
89.04
89.04
116.10
118.70
116.10
299.00
118.10
299.00
299.00
299.00
299.00
211.20
217.20
211.20
299.00
99.50
99.50
211.20
99.50
148.58
116.70
299.00
89.04
89.04
99.50
299,00
508.45
198.01
4597.07
314.37
80.14
27246
213.70
486.46
400.55
505.04
496.34
587,47
1874.73
768.43
1811.94
48Z37
1252.42
601.92
308.35
1034.54
202.98
112.44
278.78
179.10
469.51
316.95
756.47
113. U6
124,66
137.31
1339.52
N
N
N
N
N
N
N
L
N
L
L
L
L
L
L
L
L
L
N
L
N
N
L
Se -q r
Se •A r
Se .A
Se -A r
Se -Ar
Se FA r
Se t-A r
Sa -A r
Sept -Apr
Seat -An,
Se -A r
Sept -Apr
Sept -Apr
Sept -Apr
Sept -Apr
Se t-A r
Se -A r
Se -A r
Sa t-A r
Sept -Apr
Sept -Apr
Sept -Apr
Se t-A r
45
45
45
45
60
80
60
t
60
1
1
1
1
1
1
1
1
1
60
1
45
45
1
2.32
2,32
2.32
2.32
2.09
2.09
2.09
50
2.09
50
50
50
50
50
50
50
50
50
2.09
50
2.32
2.32
50
0.00
0.00
0.00
10440
104.40
104.40
104.40
12540
t25.40
125.40
50.00
125.40
50.00
50.00
50.00
50,00
50,00
50,00
50.00
5000
0.00
0,00
50.00
0.00
000
12540
50.00
104.40
104.40
0.00
50.00
0.00
0.00
0.00
368.53
93.96
319.46
250.56
525.43
432.63
545.49
83.00
634, 52
313.50
128.50
303.00
81.50
296,50
142.50
73.00
1]3.00
O.W
0.00
66.00
0.00
0.00
342.34
726.50
132.59
146.16
0 00
224.00
99.50
99.50
148.58
193,44
193.44
193.44
193.44
241.50
24t.50
241.50
349.00
241.50
349.00
349,00
349.00
349.00
261.20
261.20
267.20
349.00
99.50
99.50
261.20
9950
99.50
241.50
349.00
193.44
193.44
99.50
349.00
506.45
198.01
4597.07
682.84
174.10
591.93
464.26
t011.89
833.18
ID50,1.
579.34
1221.99
2t86.23
896.93
2114,94
568.87
1548,92
7"42
381.35
1207.54
20298
112.44
344,78
179.t0
179.10wa+ors
51
659,30
882.97
245.67
270.02
137.31
1563.52
We"3-s
welers tat
77
wawo tas
12
wearo tax
13
3.06
wales tax
wales tax
wavers tax
wafers lax
wales td2
Waters tax
waers tax
wales +67
wewn+a2
wamn t82
M&M/RB
M8M/RB
M&M/RB
M&M/RB
weten 3-s
wales is
M8M/RB
waves>5
Wrens rs
tat
welers lag
watea 1&2
wears 182
wawa as
M&M/RB
14
17
17
18
t9
20
21E
27W
22E
22W
23
24
25
26
31
32
wn1Ma 2125
wbrwm 12
eubrela Ft
auMela t6-te2o
wbrwm 19.2iEW.22Ew
wb5N41314
wb8ela 1112
aabrem 5132
suboam 26
2.40
4.19
3.45
4.35
1.66
5.06
6.27
2.57
73
2.53
1.27
140
t.38
448
Aut villa
Norfolk
Norfolk
Norfolk
Nort01k
Norfolk
Norfolk
Norfolk
Norfolk
Norfolk
lanton
lanton
lanton
oldsboro
u[ villa
ut wile
lanton
ut villa
ldsboro
g3.16Goldsboro
Norfolk
Norfolk
Aut vise
Aut villa
Aut Ilk
Goldsboro
OPt/onel Cro
s-Raw C Field,
Only
An
An
Any
CC
Se t-A r
1.0
30
30.00
0.00
Any
Anymy
S
Se t-A r
1.0
100
100.00
0,00
Note: Amount
applied to cover crop
(CC) must
be deducted
from following
crops
starting PAN
rate.
Small Gram S must be harvested
as hay I
a
J2683314
Tom/.; 120.11 20830.47 5802,08
3(b) of i 1

Reception Area Specifications Optional Grain Sorghum Substitute for Soybeans
Tract Field Irrigated Soil let Crop Time to tat Crop 1st Crop Lbs N/Ac Lbe N Total We N
Acres s Type Code ADolv Yield Ibs N/Unit Residual /Ac Utilized
2nd Crop Time to 2nd Crop 2nd Crop Lbs N/At Lbs N Total to, N
Code Aepty Yield Ibs N/Unit Residual /Ac Utilized
Total
Lbs NIAc
Total Ibs N
Utilized
waters l5
wamrs 7-5
waoanl 5
wamrs 182
water tat
warms tax
waiem lag
waters tat
weer tax
wwerx tat
worms lag
waters Jla
water. 3.5
wears 3-5
Warms rs
wamrs tat
W.. lag
waters tax
wares l5
1
2
P1
11
12
13
14
16
/7
18
20
31
32
vbfieu L2
sensor Fl
subfem Ill
xubfiel413,14
subfiem n,tl
wbsem Jt32
5.11
1.99
30.94
3.53
cm
3.06
2.40
4.19
3.45
4.35
5.06
2.04
1.13
1.80
3.16
2.73
1.27
t.40
1.38
Aut vile
Aut ile
Goldsboro
Aut vile
Au vlle
Aut ville
Au ville
Norfolk
Norfolk
Norfolk
Nadolk
Aut ills
Aut eb
Aut villa
Goldsboro
Norfolk
Aut vile
Aut vile
Aut vita
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
Marl5-Au
Maf16Au
Maf1SAu
Mar15-AU
Marl5-AY
Mar15-Au
Mar15-Au
Mar15-Au
Maf18.AY
Mari S-Au
Mar1SAu
Marl bAu
Maf1SAY
Marl5-Au
Mer1'Au
Marl
Marl5-Au
Mer15-Au
Mer15-AY
40c
40.0
65.0
40.0
40.0
40.0
40.0
55.0
55.0
55.0
65.0
40.0
40.0
40.0
85.0
55.0
40.0
40.0
40.0
1.94
1.94
1.78
1.94
1.94
1.94
1.94
1.78
1.78
1.78
1.78
1.94
1.94
1.94
1.78
1.78
1.94
t.94
1.94
77.60
77.60
115.70
77.60
77.60
77.60
77.60
97.90
97.90
97.90
97.90
77.60
77.60
77,60
115.70
97.90
77.60
77.60
77.60
796.54
154.42
3579.76
273.93
69.84
237.46
186.24
410.20
337.76
425,87
495.37
158.30
87.69
139.68
365.61
267.27
98.55
108.64
107.09
0.00
0.00
0.00
0.00
0,00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0,00
0.00
0.00
ODO
0,00
0.00
0.00
0.00
0.00
0.00
0 w
0,00
0.00
0.00
0,00
0,00
0.00
0.00
0.00
0.00
000
0.00
0,00
0.00
0.00
0.00
77.60
77.60
115.70
77.60
77,60
77.60
77.60
9].90
97.90
97.90
97.90
77.60
77.60
77.60
115.70
97.90
7760
]] 60
7760
396,54
154A2
357976
273.93
89.84
237.46
186,24
410.20
337.76
425.87
495.37
158.30
87,69
139.66
365.61
267.27
98.55
108.64
107.09
If
Tools: 79.89 7900.21 0.00 ]900.21
S(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 fall.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code Crop
A
Barley
B
Grazed Hybrid Bermudagrass
C
Hybrid Bermudagrass Hay
B/C
Comb. Hybrid Bermudagrass
D
Corn - Grain
F
Corn - Silage
F
Cotton
G
Grazed Fescue
H
Fescue Hay
I
Oats
J
Rye
K
Grazed Overseed
L
Overseed Hay
M
Grain Sorghum
N
Wheat
O
Soybean
P
Pine Trees
S
Small Grain
CC
Cover Crop
Description -Harvested As
Grain Crop
Pasture/Grazed
Hay
Graze/Hay Combination
Grain Crop
Silage
Cotton Lint
Pasture/Grazed
Hay
Grain Crop
Grain Crop
Pasture/Grazed (Seeded in Bermudagrass)
Hay (Seeded in Bermudagrass)
Grain Crop
Grain Crop
Grain Crop
Pine Trees
Grain Crop/ Hay (After Grain Crop)
Not Harvested, Burned/Disked In
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed may, and most likely will be, more than the acres shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
4 of 11

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications
PAN/ r/animal Farm Total/ r
Farrow to Wean
0.8
Farrow to Feeder
0.96
Farrow to Finish
3.9
Wean to Feeder
0.07
12308 Wean to Finish
027 3323. 16
Feeder to Finish
0.34
Gilts
0.39
Boars
055
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 acreyou 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 typecrop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil
structure, soil texture, water droplet size, and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
'This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for >180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
5 of 11

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&2 11
Autryville
O
0.6
1
Waters 1&2 12
Autryville
0
0.6
1
Waters 1&'i 13
Autryville
0
0.6
1
Waters 1&2 14
Autryville
O
0.6
1
Waters1&2 16
Norfolk
O
05
1
Waters 1&2 17
Norfolk
O
0.5
1
Waters1K 18
Norfolk
O
05
1
Waters 1&2 19
Norfolk
C
0.5
1
Waters1K 20
Norfolk
0
05
1
Waters 1&2 21E
Norfolk
C
0.5
1
Waters 1&2 21W
Norfolk
C
0-5
1
Waters 1&2 22E
Norfolk
C
0-5
1
Waters 1&2 22W
Norfolk
C
0.5
1
M&M/RB 23
Blanton
C
035
1
M&M/RB 24
Blanton
C
0.35
1
M&M/RB 25
Blanton
C
0,35
1
M&M/RB 26
Goldsboro
C
0.4
1
Waters 3-5 31
Autryville
D
06
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&2)field 16-18
Norfolk
0
0-5
1
Waters 1&2d 19,21EW
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
1
M&M/RB subfield 26
Goldsboro
C
0.4
1
ptional Crops -Row Crc
Any Any Any CC 05 1
Any Any Any 5 0.5 1
rop (CC) must be de&
)II Grain (5) must be he
6of11

Additional Comments:
5/24/2021 - Plan revised to reflect the removal of pulls 27 & 28 the extension
of pull 23 and the recalculation of pull 26 and corresponding subfields due to
the construction location of the new digester. All other parameters remained
the same.
Grain sorghum 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.
1/6/2022 - Plan revised to reflect the updated acreage of subfield 26 after
digester construction was completed All other parameters remained the same
7of11

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: Waters 1-5, M&M Rivenbark; AW1310035
Owner: Murphy -Brown, LLC dba Smithfield Hog Production
Manager:
Owner/Manager Agreement
I/we understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. I/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWR before the new
animals are stocked.
I/we understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWR upon request.
Name of Facility Owner: Murphy -Brown, LLC dba Smithfield Hou Production
Signature:
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 856
Warsaw, NC 28398
Telephone:
Signature:
8of11
Date

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application
Any discharge of waste which reaches surface water is prohibited.
There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of the waste, he/she shall provide
evidence of an agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the responsibility of the
owner of the waste production facility to secure an update of the Nutrient Utilization Plan
when there is a change in the operation, increase in the number of animals, method of
application, recieving crop type, or available land
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
Animal waste shall be applied on actively growing crops in such a manner that the crop is not
covered with waste to a depth that would inhibit growth. The potential for salt damage from
animal waste should also be considered.
10 Nutrients from waste shall not be applied in fall or winter for spring planted crops on soils with a
high potential for leaching. Waste/nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall
not be applied more than 30 days prior to planting of the crop or forages breaking dormancy.
11 Any new swine facility sited on or after October 1, 1995 shall comply with the following: The
outer perimeter of the land area onto which waste is applied from a lagoon that is a component of
a swine farm shall be at least 50 feet from any residential property boundary and canal. Animal
waste, other than swine waste from facilities sited on or after October 1, 1995, shall not be
applied closer than 25 feet to perennial waters.
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those owned by
the landowner.
14 Waste shall be applied in a manner not to reach other property and public right-of-ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by discharge
or by over -spraying. Animal waste may be applied to prior converted cropland provided the fields
have been approved as a land application site by a "technical specialist". Animal waste shall not
be applied on grassed waterways that discharge directly into water courses, and on other grassed
waterways, waste shall be applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16 Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall not be
discharged into the animal waste management system.
10 of 11

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

Waters 1-5, M&M
Rivenbark
AW1310035y
Pull A
Acres
�y FWW
2
1.99
11
3.53
Total Fld 23-25 = 11.56 Ac.
t2
0.90
Wetted = 10.24 Ac.
13
3.06
3Sub
23-25 = 1.32 Ac.
14
2.40
16
4.19
17
3.45
18
4.35
Total Fld 26 = 7.94 Ac.
19
1.66
Wetted = 3.46 Ac,
20
5.06
Specifications:Sub
26 = 4.48 Ac.
21E
6-27
3" Travelers w/Nelson 150
N
21W
2.57
W/1.08" Nozzle ® 60 PSI
22E
6.06
182 GPM: 300' WD
22W
1.63
OR
23
5,93
Nozzle W 50 PSI
W11205
24
G"
GPM; 300' WD
25
12.85
.46205
1.46200'-240'
Lane Spacings
26
3.46
31
2.04
Volley 800P Pivot
32
1.13
Machine Length = 884.9'
P1
30.94
End Gun Radius = 94.5'
Total
100.04
Total 500 GPM ® 50 PSI
(407.5 GPM Machine + 92.5 GPM End Gun)
Total Fld PI = 34.10 Ac. GRAPHIC SCALE
Wetted = 30.94 Ac.428.12
eo0 0 .w0 600 Jlppp
Sub PI = 3.16 Ac I
Ac. w/o jGunAc. w/EnRuns 44%
( IN FEET )
1 inch = 600It.
/ ) Total Ad 1-2 = 8.90 Ac.
Wetted = 7.10 Ac.
t Sub 1-2 = 1.80 Ac,
2
Total 'Id 31-32 = 4.55 Ac.
1 Wetted = 3.17 Ac.
31 Sub 31-32 = 1.38 Ac,
Total Ad 13-14 = 6.73 Ac, 13
Wetted = 5.46 Ac.
Sub 13-14 = 1.27 Ac. 14 11
12
16
Total 'Id 11-12 = 5.83 Ac.
Wetted = 4.43 Ac,
17 Sub 11-12 = 1.40 Ac.
18 21 W
20 19 22W 21E
22E
Total Ad 16-18,20 = 19.77 Ac
Wetted = 17.05 Ac.

Wetted = 18.19 Ac. ..
Sub 19,21FW-22EW = 2.53 Ac.
5/2021-R..n sd pulls 27 & 26 & e.tmded Pwl 23 due to digester location

Property Line
NHD Nowline
-- Connector
Ditch
Pipeline
Stream
Artificial Path
Coastline
NRCS Soils
NHD Walerbodv
Playa
Ice Mass
Lake/Pond
Reservoir
Swampmarsh
Estuary
AWS310035
Sr 1117
885-A Bonham Rd
Magnolia, NC 28453
Longitude:-78.151291
Latitude: 34.881177
1,250
1 in = 0.22 miles
2,500 Feet
1:14,010
This Map Was Created By Garrett Melvin on 429/2015
Using Data From USDA, USGS. NC One Map, Duplin County GIS,
NC-DENR, and The Murphy -Brown LLC Engineering Dept.

Sheet1
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Murphy -Brown, LLC - Waters 1-5; M&M Rivenbark - WA
Address: P.O. Box 856 AW1310035
Warsaw, INC 28398
Telephone [phone]
Table 1 - Field Specifications
Approximate
Maximum
Useable Size
Field of Field
Number (acres) Soil Tvoe Slone % Crnnrc�
County: Duplin
Date: 8/21/2013
Revised: 6/26/2015
5/24/2021
1 /6/2022
Maximum
Maximum
Application
Application
per Irrigation
Rate
Cycle
rbJl,.i
n....w\
FId 1-2
7.1
Aut ville
0-3
Row Cro s
0.5
1
Pulls 1-2
FId Pt
30.94
Goldsboro
0-3
Row Crops
0.5
1
Pivot P1
Fld 11-12
4.43
Aut ville
0-3
Row Crops
0.5
1
Pulls 11-12
FId 13-14
5.46
Aut ille
0.3
Row Crops
0.5
1
Pulls 13-14
Flo 16-18.20
17,05
Norfolk
0-3
Row Crops
0.5
1
Pulls 16-18, 20
FId 19,21 EW-22EW
18.19
Norfolk
0-3
Bermuda / Small Grain
0.5
1
Pulls 19,21 E & W, 22 E & W
FId 23-25
10.24
Blanton
0-3
Bermuda / Small Grain
0.5
1
Pulls 23-25
FId 26
3.46
Goldsboro
0-3
Bermuda / Small Grain
0.5
1
Pull 26
FId 31-32
3.17
Aut ville
0-4
Row Crops
0.5
1
Pulls 31-33
100.04

Sheet2
TABLE 2 - Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: 3" travelers w/Nelson 150 gun; Valley 800P Center Pivot
Field No. Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hvdrant No. fft/minl (in/hr ) Wirlth(ft ) I Pnnthf fl /fccf\
1
3.82
0.33
..
250
__.. -.. ..
661
._,,.
300
.. �,,, ,,,,,
1.08
�. vu,i a,
60
aricoi a
95
rauCnl
330
l.Ummefl is - Acres perput[
5.11
2
3.82
0.33
250
118
300
1.08
60
95
330
1.99
11
3.82
0.33
250
386
300
1.08
60
95
330
3.53
12
5.84
0.61
122
86
300
1.08
60
95
880
0.90
13
3.8215.84
0.3310.61
2501182
150/281
300
1,08
60
95
330/180
3.06
14
5.84/4.67
0.61/0.50
1001200
1431268
300
1.08
60
95
1801220
2.40
16
3.18
0,33
270
450
300
1.08
60
95
330
4.19
17
3.18
0.33
240
1 386
30C
1.08
60
95
330
3.45
18
3.18
0.33
120/240
159/470
300
1.08
60
95
330
4.35
19
5.84
0.61
250
163
300
1.08
60
95
160
1.66
20
3.18
0.33
270
591
300
1.08
60
95
330
5,06
21E
3.82
0,33
250
965
300
1.08
60
95
330
6.27
21 W
3.82
0.33
250
321
300
1.08
60
95
330
2.57
22E
3.82
0.33
250
929
300
1.08
60
95
330
6.06
22W
3.82
0.33
200
216
300
1.08
60
95
330
1.63
23
5.8413.82
0.61/0.33
1721250
3361573
300
1.08
60
95
180/330
5.93
24
3.62
0.33
200
372
300
1.08
60
95
330
2.85
25
5.84
0.61
190
208
300
1.08
60
95
180
1.46
26
3.18
0.33
270
363
300
1.08
60
95
330
3.46
31
3.82
0.33
250
127
300
1.08
60
95
330
2.04
32
4.6
1 0.5
174
72
300
1 1.08
60
95
220
1.13
P1
Acreage computer calculated -machine length - 884.9' w/94.5' end gun radius
30.94
TOTAL
100.04

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

Sheet4
TABLE 4 - Irrigation System Specifications
—Traveling
Solid Set
Irrigation Gun
Irrigation
Flow Rate of Sprinkler m
182
0
Operating Pressure at Pump (psi)
105,6
#DIV101
Design Precipitation Rate in/hr
0.31
0.00
Hose Length feet
1000
XXXXXXXX
Type of Speed Compensation
Mechanical
XXXXXXXX
Pump Type PTO, Engine, Electric
Engine
I Engine
Pump Power Requirement h
22.4
#DIV/01
TABLE 5 -Thrust Block Specifications
6"
4"
2"
THRUST BLOCK
THRUST BLOCK
THRUST BLOCK
LOCATION
AREA (sq. ft.
AREA (sq. ft.
AREA (sq. ft.
90 degree bend
8.8
4.3
1 A
Dead End
6.2
3.0
0.8
Tee
4.4
2.1
0.5
Gate Valve
1 6.2 1
3.0
0.8
45 degree bend
4.7 1
2.3
0,6
i
+ I
Page 1

Sheet5
IRRIGATION SYSTEM DESIGNER
Name: Micah Kevin Weston, CID "�

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

Sheet6
Narrative of Irrigation System Operation
i is for an addition of a center pivot and a wetted acres determination for an existing facility. The
t replaces pulls 3-10. The acres were calculated based on the equipment specified and the charts
NCSU for calculating Area Allowances for Hard Hose Traveler Systems.
Refer to owner's manual and irrigation dealer for information on maintenance, winterization, and operation of
system.
06/26/2015 - This revision done to show the removal of the leased field containing pulls 29 & 30 due to this
field not being leased. All other parameters remained the same.
05/24/2021 - This revision done to show the removal of pulls 27 and 28, the extension of pull 23, and the
recalculation of pull 26 due to the construction location of the new digester. All other parameters remained the
same.
01062022 - This revision done to show the updated acreage of subfield 26, after digester construction was
completed. All other parameters remained the same.

Sprinkler Specifications
Sprinkler Type:
Nelson 150
Nozzle Size:
1.08 inches
Sprinkler Pressure
60 psi
Flowrate(GPM):
182 gpm
Wetted Diameter
300 feet
Lane Spacings
Sheet?
CALCULATIONS
` Reflects a 10% reduction from chart
Desired Spacing (%)'
70 %
Design Spacing(feet):
210 'PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet):
220 feet
Actual Spacing (%):
73 %
Application Rate
Application Rate =(96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App Rate =
0.31 in/hr
300 degree arc =
0.37 in/hr 330 degree arc = 0.33 in/hr
220 degree arc =
0.50 in/hr
180 degree arc =
0.61 in/hr
Traveller Speed
Travel speed = 1.605 x Flowrate / Desired application amount x Lane Spacing
Desired app. (in.) =
0.5 inches
300 degree arc =
3.19 fUmin
220 degree are =
4.25 ft/min
180 degree arc =
5.31 ft/min
Mainline velocity
360 degree arc = 2.66 ft/min
330 degree arc = 3.47 ft/min
Velocity = .408 x Flowrate / pipe diameter squared feettsec."
"For buried pipelines, velocity should be below 5 feet per second
Pipe size. 6 inches
Velocity-- 2.06 it/sec.
Page 1

Sprinkler Specifications
Sprinkler Type:
Nelson 150
Nozzle Size.
1.08 inches
Sprinkler Pressure.
60 psi
Flowrate(GPM):
182 gpm
Wetted Diameter:
300 feet
Lane Spacings
Sheet?
CALCULATIONS
" Reflects a 10% reduction from chart
Desired Spacing (%): 70 %
Design Spacing(feet): 210 `PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet): 240 feet
Actual Spacing (%)80 %
Application Rate
Application Rate =(96-3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate =
0.31 in/hr
300 degree arc =
0.37 in/hr 330 degree arc = 0.33 in/hr
220 degree arc =
0.50 in/hr
180 degree arc =
0.61 in/hr
Traveller Speed
Travel speed = 1.605 x Flowrate / Desired application amount x Lane Spacing
Desired app. (in.) = 0.5 inches
300 degree arc = 2.92 ft/min
220 degree arc = 3.89 ft1min
180 degree arc = 4.87 ft/min
Mainline Velocity
360 degree arc = 2 43 ft/min
330 degree arc = 3.18 ft/min
Velocity = .408 x Flowrate / pipe diameter squared feet/sec "
"For buried pipelines, velocity should be below 5 feet per second
Pipe size: 6 inches
Velocity= 2.06 fUsec
Page 1

Sprinkler Specifications
Sprinkler Type:
Nelson 150
Nozzle Size:
1.08 inches
Sprinkler Pressure
60 psi
Flowrate(GPM):
182 gpm
Wetted Diameter.
300 feet
Lane Spacings
Sheet?
CALCULATIONS
Reflects a 10% reduction from chart
Desired Spacing (%) 70 %
Design Spacing(feet): 210 "PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet): 200 feet
Actual Spacing (%): 67 %
Application Rate
Application Rate =(96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate = 0.31 in/hr
300 degree arc = 0.37 in/hr 330 degree arc = 0.33 in/hr
220 degree arc = 0.50 in/hr
180 degree arc = 0.61 in/hr
Traveller Speed
Travel speed = 1,605 x Flowrate / Desired application amount x Lane Spacing
Desired app. (in.) =
0.5 inches
300 degree arc =
3.51 fUmin
220 degree arc =
4.67 ft/min
180 degree arc =
5.84 ft/min
Mainline Velocity
360 degree arc = 2.92 ft/min
330 degree arc = 3.82 ft/min
Velocity = .408 x Flowrate / pipe diameter squared feet/sec."
"For buried pipelines, velocity should be below 5 feet per second
Pipe size: 6 inches
Velocity-- 2.06 ft/sec.
Page 1

Sheet7
Maximum Mainline Friction Loss
Most distant hydrant: 31
Total distance: 3800 feet
Friction Loss is figured using Hazen/william's Equation
Friction Loss= 0.24 feet/l00 feet
Max. Mainline Loss = 9.2 feet or 4.0 psi
Total Dynamic Head
Sprinkler Pressure:
60 psi
Loss through traveller:
30 psi
Elevation head:
4.3 psi
Mainline loss:
4.0 psi
Suction head and lift:
2.3 psi
5% fitting loss:
5.0 psi
TOTAL(TDH)=
105.6 psi or 244.0 feet
Horsepower Required
Horsepower = Flowrate x TDH(feet) / 3960 / Pump effeciency
Pump Description:
Pump Efficiency: 50 %
Horsepower Required: 22A Hp
Thrust Blocking
Thrust Block Area = Thrust / Soil Bearing Strength
Thrust: 7460 feet
Soil Bearing Strength: 1200 feet
End Cap: 6.2 ft2
90 degree elbow: 8.8 ft2
Tee: 4.4 ft2
45 degree elbow: 4.7 ft2
Pipe Pressure Rating Check
Pressure Rating of Pipe to be Used:
200 psi
Max. Pressure on system when running:
105 6 psi
70% of Pressure Rating:
140 psi
If Max. Pressure on system is less than
70% of Pressure Rating, OK
Page 2

Net Positive Suction Head Check
NPSHA:
NPSHR: 'from pump curve
If NPSHA>NPSHR OK
Sheet?
Page 3

Sheet8 (2)
Waters 1-5,
M&M Rivenbark WA; AW1310035
Acreage Calculations 6/26/2015
Revised 512.40021 (Remove 27 & 28,
extend 23)
Width
Length
Acres
Total Acres
Start End
Stop End
Total
Pull #
(ft)
(midsection)
(midsection)
ac.
ac.
Pull Acres
1
250
-- 661
3.794
3.794
0.728
0.588
5.11
2
250
118
0.677
0.677
0.728
0.588
1.99
11
-- 250
386
2.215
2.215
0.728
0.588
3.53
12
122
86
0.241
0.241
0.364
0.294
0.90
13
250
150 _
0.861
j 2.035
0.728
0.294
3.06
_
182
281
1.174
0.000
0.000
0.000
0.00
14 --
100
41 3
0328
1.559
0.546
0.294
2.40
200
268
1.230
0.000
0.000
0.000
0.00
16
270
450
2.789
2.789
0.770
0. 330
4.19
17
240
386
2.127
2.127
0.730
0.590
3.45
18
120
159
0.438
3.028
0.73
0 0
4.35
240
470
2.590
0.000
0.000
0.000
0.00
19
250
163
1_591
I 0.935
0.935
0.728
0.000
166
20
270
3.663
3.663
0.770
0.630
5.06
21 E
250 _
965
5.538
_
� 5.538
0.728
0.000
6.27
21 W
0
321
1.842
1.8�42
0.728
0.000
I
2.57
22E
250
929
5.332
5.332
OI 728
0.000
6.66
1.63
5.93
22W 200 216
1 0.992
1 0.992 0.636 0.000
23 172 33�
1.327 4.615 0.728
0.588
250
573
3.289
0.000
0.000
0.000�_
0.00
- 24
200
372
1.708
1 1.708
_
0.636
Q502
2.85
25
191
208
0:22
0.912
-
0.546
0.000
1.46
26
270
3631
2.250
2.250
00 660
0.550
3.46
31
250
127
0.729
- 0.729
0.721 8
0.588
2.04
32
174
72
0.288
0.288
0.546
0.294
1.13
0
0
0.000
0.000
_ 0.000
0.000
0.00
0 -
0
0
0.000
0 000
-0.000
o.aoo
o.00
_
0
0.000
0.000
0.000
0.000
0.00
_
o
0
0.000
0.000
0.000
0.000
0.00
0
0
-0
0.000
0.000
o.oao
o.000
0.00
o
0.000
0.000
0
0.000
0.00
0
0
0.000
0.000
0.000 ,
0.000 - --
0.00
0
0
0.000
0.000
0.000
0.000-
0.00
_
0
0
0.000
0.000
o.000 o:000
o.00
_
0
0
0 000
0.000
0.000
0 000
0.00
0
0
o 00o
noo
0.000
0.000
0.00
0
0
0.000
0.000 0
000
0.000 -
-T o.00
0
0
0.000
0.000 1
o-0-001
a.000
---o.00
0
0
0.000
0.000 i
0.000
0.000
0.00
0
0.00
0.000
--0.000
_ 0.00
0
0
0.000
0.000
0.000
0.000 j
000
0
0
0.000
0.000
0.000
-0.000
0.000
� o.00
0
0
0.000 -E
- ---.-_
0,000 ''
.
0.000
0.000
0,00
-
o
0
0.000
0.00o
0.000
0.000
0.00
0
-
0 -
0.000
-
- 0.000 I
o.000
0.000
- 0.00
o
0
0 000
0.000 !
o.aoo_
o.000
- o.
o.00
I
Total Acres
69.10
Page 1

Waters 1-5.
M&M Rimbark
AU3�0=
Pull k
Acres
I�IJ 1 WJ�7
1
5.11
Spmy Fields
2
1,99
11
3,53
Total Fld 23-25 = 11.56
Ac 12
0.90
24 25
Wetted = 10.24 Ac.
13
3-06
3
Sub 23-25 = 1.32 Ac.
14
2.40
16
4.19
17
3.45
18
4.35
Total Fid 26 = 7.94 Ac.
19
1,66
Wetted = 3,46 Ac.
20
5.06
Specifications:
Sub 26 = 4.48 Ac.
21E
6.27
3' Travelers w/Nelson 150
P6
21W
2.57
W/1.08" Nozzle ® 60 PSI
22E
6.06
182 GPM; 300' WD
22W
1.63
OR
23
5.93
W/1.18" Nozzle ® 50 PSI
24
2.85
205 GPM; 300' WD
9
25
1.46
200'-240' Lane Spacings
Ps�a
26
3.46
31
2.04
Valley 800P Pivot
32
1.13
Machine Lenqth = 884.9'
P1
30.94
End Gun Radius = 94.5'
Total
100.04
Total 500 GPM ® 50 PSI
(407.5 GPM Machine 1- 92.5 GPM End Gun)
GRAPHIC SCALE
Total Fld P1 = 34.10
Ac.
Wetted = 30.94 Ac.
Sub P1 = 3.16 Ac.
PI
600
0 300 600
1200
2812 Ac w/o End Gun
30.94 Ac. w/End Gun
End Gun Runs 44% of Time
FEET )
i inchh = 600 ft.
total Fld 1-2 = 8.90 Ac.
Wetted = 7.10 Ac
Sub 1-2 - 1,80 Ac.
2
Total Fld 31-32 = 4.55 Ac.
I Wetted = 3.17 Ac.
31 Sub 31-32 = 1.38 AC.
Total Fid 13-14 = 6.13 Ac. %14
Wetted = 5.46 Ac.
Sub 13 -14 = 1.27 Ac. 11
12/0 , C,
Total Fld 1 5-83 Ac.
Wetted = 4.43 .43 Ac.
7A Sub 11-12 = 1.40 Ac.
E
Total Fid 16-18,20 = 19.77 Ac.
Wetted = 17.05 AC
Sub 16-18,20 = 2,73 Ac.
Total Fld 19,21EW-22EW = 20.72 Ac.
Wetted = 18.19 Ac.
Sub 19,21EW-22EW = 2.53 Ac.
F�

27 & 28 h extended pull 23 due to digester location

CAWMP Amendment
2021 Corn
Date: June 23, 2022
Farm: 2L.z7/,042) 3iy/ Facility# 3) -D;s'
rn 4 M j LJ,4e:
Fields 1 Pulls: All corn fields under facilities NUP.
The corn variety was planted on L%T_• This
variety has a 9/I day maturity. Due to the planting date the pumping
window on this farms corn crop can be extended until 7 :zca .
Manager:
Certified Agron
Certification Number: 15867
Date
6/24/22
Date: G "a 7'v- J--
Technical Specialist: 4y..e:;�- Date: /, z"
Additional Comments:

NUTRIENT UTILIZATION PLAN AMENDMENT
Grower(s):
Farm Name:
harrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Feeder to Finish
Wean to Finish t33cL
Gilts
Boars
Storage Period:
Application Method:
>180 days
Irrigation
This amendment allows the producer to utilize the 100 lbs./ac PAN rate for the bermuda overseed
crop at this farm for the following fields: 19, 23-28, 21 E, 21W, 22E, 22W, Sub 19,21 EW,22EW and
Sub 23-28, in accordance with the attached guidance memo entitled "Updated Crop Management
Practices for Bermuda Winter Overseed" dated Nov 16, 2017. All application windows, amounts and
other requirements listed in the guidance memo shall be followed.
This allows for a total maximum of 50 lbs./ac PAN for the January -March window to be applied as
follows: no more than 25 lbs./ac PAN applied in January with the remaining amount applied in
February -March.
ALM'_�
Owner/Manager
Technical Specialist
Date
Date

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

Waters 1-5. M&M
Fadity ft: 31-35
Soap V-500'
Specifications'
3 Travelers w/Nelson
W/1.08" Nozzle O 60 P
182 GPM; 300' Wit
OR
W/1.18" Nozzle O 50 P
205 GPM; 300' WD
200'-240' Lane Spocin<
Volley 800P Pivot
Machine Length - 884.1,
End Gun Radius = 94.5'
Total 500 GPM O 50 PSI
Rivenbark
Total Fld 23-28 = 22.92 Ac.
Netted - 19.41 Ac.
iub 23-28 - 3.51 Ac.
(407.5 GPM Machine + 92.5 GPM End Gun)
Pull f
Acres
1
5.11
2
1.99
11
3.53
12
0.90
13
3.06
Total Fld PI = 34.10 Ac.
14
2.40
Wetted = 30.94 Ac.
16
4.19
Sub P1 = 3.16 Ac. 28.12 Ac w/o End Gun
17
3.45
30.94 Ac. w/End Gun
18
4.35
End Gun Runs 44% of Time
19
1.66
20
5.06
21E
6.27
21 W
2.57
22E
6.06
22W
1.63
Total Fld 1-2 = 8.90 Ac.
23
4.60
Wetted = 7.10 Ac.
24
2.85
Sub 1-2 = 1.80 Ac.
25
1.46
26
4.39
2
27
3.89
28
2.22
Total Fld 31-32 = 4.55 Ac.
31
2.04
1
Wetted = 3.17 Ac.
32
1.13
1
Sub 31-32 = 1.38 Ac.
Pt
30.94
Total
105.75
Total Fld 13-14 -- 6.73 Ac. 13
Wetted - 5.46 Ac.
Sub 13-14 - 1.27 Ac.
14
11
1
16
Total
Wetted
17 Sub 11-12
Fld 11-12 = 5.83 Ac.
= 4.43 Ac.
= 1.40 Ac.
Total Fld 16-18,20 = 19.77 Ac.
Wetted = 17.05 Ac.
Sub 16-18.20 = 2.73 Ac,
Total FId 19,21EW-22EW = 20.72 Ac.
Wetted = 18.19 Ac.
Sub 19,21EW-22EW = 2.53 Ac.

��`

Animal Waste Management Plan Certification
(Please type or print all information that does not require a signature)
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 SR 1119 for .5 mile At
Stop sign turn left & go .5 mile and turn right onto SR 1117 (Bonham Rd). Go 2.6 miles. Waters 1&2 is on left Waters
3-5 is on the right iust before the county line_ —
Ooeration Descriotion
Type of Swine No. ofAnimals Type of Poultry No. of Animals Type of Cattle No. ofAnimals
Wean to Feeder 0 Layer Q Dairy
Feeder to Finish 0 Pullets Q Beef
0 Farrow to Wean
Q Farrow to Feeder
0 Farrow to Finish
Q___�Wean to Finish 12,308
Gilts
Acreage Avanaole for Application: 114.01 Required Acreage: 114.01
Number of Lagoons / Storage Ponds: 3 Total Capacity: Cubic Feet (ft3)
Are subsurface drains present on the farm: Yes or No (please circle one)
If YES: are subsurface drains present in the area of the LAGOON or SPRAY FIELD (please circle one)
,. ........... ,,,,,.,,. .......... «,,,,,.,,,,,,,.,.,,,,... ,...... ,.,,.,........,,,.,,,,,...,,,.,,,
Owner / Manager Agreement
I (we) verify that all the above information is correct and will be updated upon changing. I (we) understand the operation and
maintenance procedures established in the approved animal waste management plan for the farm named above and will implement
these procedures. I (we) know that any expansion to the existing design capacity of the waste treatment and storage system or
construction of new facilities will require a new certification to be submitted to the Division of Environmental Management before the
new animals are stocked. I (we) understand that there must be no discharge of animal waste from the storage or application system
to surface waters of the state either directly through a man-made conveyance or from a storm event less severe than the 25 - year,
24 - hour storm and there must not be nun -off from the application of animal waste. I (we) understand that run-off of pollutants from
lounging and heavy use areas must be minimized using technical standards developed by the Natural Resources Conservation
Service. The approved plan will be filed at the farm and at the office of the local Soil and Water Conservation District. I (we) know
that any modification must be approved by a technical specialist and submitted to the Soil and Water Conservation District prior to
implementation. A change in land ownership requires written notification to DEM or a new certification (if the approved plan is
changed) within 60 days of a title transfer.
Name of Land Owner:
Signature:
Name of Manager
Signature:
AWC -- August 1, 1997
from owner):
LLC
Date:
Date

Technical Specialist Certification
I. As a technical specialist designated by the North Carolina Soil and Water Conservation Commission
pursuant to 15A NCAC 6F .0005. 1 certify that the animal waste management system for this farm named
above has an animal waste management plan that meets or exceeds standards and specifications of the
Division of Environmental Management (DEM) as specified in 15A NCAC 2H.201 and the USDA -Natural
Resources Conservation Service (NRCS) and/or the North Carolina Soil and Water Conservation
Commission pursuant to 15A NCAC 2H.0217 and 15A NCAC 6F .0001.0005. The following elements are
included in the plan as applicable. While each category designates a technical specialist who may sign each
certification (SD, SI, WUP, RC, 1). the technical specialist should only certify parts for which they are
technically competent.
IL Certification of Design
A) Collection. Storage, Treatment System
Check the propriate box
CEF Existing facility without retrofit (SD or WUP)
Storage volume is adequate for operation capacity: storage capability consistent with waste
utilization requirements.
El New, expanded or retrofitted facility (SD)
Animal waste storage and treatment structures, such as but not limited to collection systems,
lagoons and ponds, have been designed to meet or exceed the minimum standards and
specifications.
Name of Technical Specialist (Please Print): Toni W. King
Affiliation Murphy -Brown, LLC Date Work Completed:
Address (Age cy): P.O. Box 856, Warsaw, NC 2839E Phone No.: [phone]
Signature: �9 Date: S - 3 - 2o c%
B) Land Application Site (WUP)
The plan provides for minimum separations (buffers); adequate amount of land for waste utilization:
chosen crop is suitable for waste management hydraulic and nutrient loading rates.
Name of Technical Specialist (Please Print): Toni King
Affiliation Murphy -Brown, LLC Date Work Completed:
Address (Age cy): P.O. Box 856 Warsaw, NC 2839E Phone No.: [phone]
Signature: _ W es_ Date: S - 3 - ZO t 3
C) Runoff Controls from Exterior Lots
Check theappropriatebox
Q Facility without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
0 Facility with exterior lots (RC)
Methods to minimize the run off of pollutants from lounging and heavy use areas have been
designed in accordance with technical standards developed by NRCS.
Name of Technical Specialist (Please Print): Toni W. King
Affiliation _Murphy -Brown, LLC Date Work Completed:
Address (Age cy): P.O. Box 856, Warsaw, NC 2839E Phone No.: [phone]
Signature: ` lJ . \-Gr^c - Date: 5 -3 - -z6C1
AWC -- August 1, 1997

D). Application and Handling Equipment
Check I appropriate box
Existing or expanding facility with existing waste application equipment (WUP or 1)
Animal waste application equipment specified in the plan has been either field calibrated or
evaluated in accordance with existing design charts and tables and is able to apply waste as
necessary to accommodate the waste management plan: (existing application equipment can cover
the area required by the plan at rates not to exceed either the specified hydraulic or nutrient loading
rates. A schedule for timing of applications has been established; required buffers can be
maintained and calibration and adjustment guidance are contained as part of the plan).
❑ New, expanded or existing facility without existing waste application equipment for spray irrigation
(1)
Animal waste application equipment specified in the plan has been designed to apply waste as
necessary to accommodate the waste management plan: (proposed application equipment can
cover the area required by the plan at rates not to exceed either the specified hydraulic or nutrient
loading rates; a schedule for timing of applications has been established: required buffers can be
maintained: calibration and adjustment guidance are contained as part of the plan).
not using spray irrigation. (WUP or 1)
Animal waste application equipment specified in the plan has been selected to apply waste as
necessary to accommodate the waste management plan: (proposed application equipment can
cover the area required by the plan at rates not to exceed either the specified hydraulic or nutrient
loading rates: a schedule for timing of applications has been established; required buffers can be
maintained: calibration and adjustment guidance are contained as a part of the plan).
Name of Technical Specialist (Please Print): Toni W. King
Affiliation Murphy -Brown, LLC Date Work Completed:
Address (Agency): P.O. Box 856, Warsaw, NC 2839E Phone No.: [phone]
Signature: ti _ , �, , t Date: '; —?, -?013
E) Odor Control Insect Control Mortality _ agement and Emergency Action Plan (SD
SI. WUP, PC or 1)
The waste management plan for this facility includes a Waste Management Odor Control Checklist,
an Insect Control Checklist, a Mortality Management Checklist and an Emergency Action Plan.
Sources of both odors and insects have been evaluated with respect to this site and Best
Management Practices to Minimize Odors and Best Management Practices to Control Insects have
been selected and included in the waste management plan. Both the Mortality Management Plan
and the Emergency Action Plan are complete and can be implemented by this facility.
Name of Technical Specialist (Please Print): Toni W. King
Affiliation Murphy -Brown, LLC Date Work Completed:
Address (Age y): P.O. Box 856, Warsaw, INC 2839E Phone No.:[phone]
Signature: � ��_ gal r Date: _5------ - Zot3
F) Written Notice of New or ExpandingSwli a Farm
The following 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 106-805.
A copy of the notice and a list of property owners notified is attached.
Name of Land Owner:
Signature: Date:
Name of Manager (if different from owner):
Signature: Date
AWC -- August 1, 1997

Ill. Certification of Installation
A) Collection, Storage Treatment Installation
New, expanded or retrofitted facility (SI)
Animal waste storage and treatment structures, such as but not limited to lagoons and ponds, have
been installed in accordance with the approved plan to meet or exceed the minimum standards and
specifications.
For existing facilities without retrofits, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation Date Work Completed:
Address (Agency): Phone No.:
Signature: Date:
B) Land Application Site (WUP)
Check the appropriate box
53- The cropping system is in place on all land as specified in the animal waste management plan.
1:3 Conditional Approval: all required land as specified in the plan is cleared for planting: the
cropping system as specified in the waste utilization plan has not been established and the owner
has committed to establish the vegetation as specified in the plan by (month/day/year);
the proposed cover crop is appropriate for compliance with the waste utilization plan.
0 Also check this box if appropriate
If the cropping system as specified in the plan can not be established on newly cleared
land within 30 days of this certification, the owner has committed to establish an interim
crop for erosion control:
Name of Technical Specialist (Please Print): Toni W. King
Affiliation Murphy -Brown, LLC Date Work Completed:
Address (Age cy): P.O. Box 8 8, Warsaw, NC 2839E Phone No., [phone]
Signature: ' y "� , c Date: S ..3 _ Z,p 1
-7
This following signature block is only to be used when the box for conditional approval in III. B
I (we) certify that I (we) have committed to establish the cropping system as specified in my (our) waste
utilization plan, and if appropriate to establish the interim crop for erosion control, and will submit to DEM a
verification of completion from a Technical Specialist within 15 calendar days following the date specified in the
conditional certification. I (we) realize that failure to submit this verification is a violation of the waste
management plan and will subject me (us) to an enforcement action from DEM.
Name of Land Owner:
Signature:
Name of Manager (if different from owner):
Signature:
AWC -- August 1, 1997
Date

C) Runoff Controls from Exterior Lots (RC)
Facility with exterior lots
Methods to minimize the run off of pollutants from lounging and heavy use area have been installed
as specified in the plan.
For facilities without exterior lots, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation Date Work Completed:
Address (Agency): Phone No.:
Signature: Date:
D) Application and Handling Equipment Installation (WUP or 1)
Check the appropriate b k
EY 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.
F-1 Animal waste application and handling equipment specified in the plan has not been
installed but the owner has produced leasing or third party application and has provided
a signed contract: equipment specified in the contract agrees with the requirements of
the plan: required buffers can be maintained: calibration and adjustment guidance
have been provided to the owners and are continued as part of the plan.
0 Conditional approval: Animal waste application and handling equipment specified in
the plan has been purchased and will be on site and installed by
(month/day/year); there is adequate storage to hold the waste until the equipment is
installed and until the waste can be land applied in accordance with the cropping
system contained in the plan; and calibration and adjustment guidance have been
provided to the owners and are contained as part of the plan.
Name of Technical Specialist (Please Print): Toni W. King
Affiliation Murphy -Brown, LLC Date Work Completed:
Address (Age cy): P.O. Box 856, Warsaw, NC 2839f Phone No.:[phone]
Signature: K� t a Date: 5 -3 -Za k
The following signature block Is only use�d when the box for conditional approval in III D above
I (we) certify that I (we) have committed to purchase the animal waste application and handling equipment as
specified in my (our) waste management plan and will submit to DEM a verification of delivery and installation
from a Technical Specialist within 15 days following the date specified in the conditional certification. I (we)
realize that failure to submit this verification is a violation of the waste management plan and will subject me (us)
to an enforcement action from DEM.
Name of Land Owner
Signature: Date:
Name of Manager (if different from owner):
Signature: Date
E) Odor Control, Insect Control and Mortalitv Management (SD SI WUP RC or I)
Methods to control odors and insects as specified in the Plan have been installed and are operational. The
Name of Technical Specialist (Please Print): Toni W. King
Affiliation Murphy -Brown, LLC Date Work Completed:
Address (Ag cy): P.O. Box 856, Warsaw, NC 2839E Phone No.: [phone]
Signature: Date: �j 3—Zo\
AW C -- August 1, 1997

Please return the completed form to the Division of Water Quality at the following Address:
Department of Environment Health and Natural Resources
Division o{ Water buality
Water Quality Section, Compliance Group
P.O. Box 29535
Raleigh, NC 27626.0535
Please remember to submit a copy of this form along with the complete Animal Waste
Management Plan to the local Soil and Water Conservation District Office and to keep a
copy in your files with your Animal Waste Management Plan.
AWC -- August 1, 1997

rower:
Address: PO Box 759
Rose Hill, NC 28458
FARM INFORMATION
Nursery:
Wean to Finish:
Finishing:
Farrow to weanling:
Farrow to feeder:
Farrow to finish:
Boars:
Storage Period:
25 Yr. / 24 Hr Storm Event
"Heavy Rain" Factor
Rainfall in Excess of Evaporation
Additional Water Usage:
Additional Drainage Area:
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape?
Does Operator Want Emergency Spillway?
Was This Design Built Prior to Sept. 1996?
Is Drain Tile Req'd to Lower SHWT?
Seasonal High Water Table Elev:---..--
Freeboard:.......
Emergency Spillway Flow Depth:
Side Slopes: --...--
Top of Dike Elevation:
Finished Bottom Elevation:
Start Pump Elevation:
Stop Pump Elevation:
Checked By: DSE
Date: 05/02/13
Sheet 1 of 7
Farm Populatiow
(Y/N)------------ Y
(Y/N) ------------ N
(Y/N) ------------ Y
(Y/N) ------------ N
Depth
11.20 Ft.
21.6 In.
62.4 In.
0
5124 Hd.
0
0
0
0
0
180 Days
7.5 In.
7.0 In.
0
0
103.42 Ft.
1.0 Ft.
3 :1 (H:V)
0.0
0.0
111.50 Ft.
100.30 Ft.
109.70 Ft.
106.30 Ft.
22 a4"
Storm Stor =
84695
(Cu.Ft.)
103,496
(Cu.Ft.)
122.20%
Temporary =
222950
(Cu.Ft.)
408,512
(Cu.Ft.)
183.23%
Permanent =
589260
(Cu.Ft.)
605,944
(Cu.Ft.)
102.83%
Total Volume =
896,905
(Cu.Ft.)
1,117,952
(Cu.Ft.)
124.65%
1/2 Treatment Volume = 294,630 (Cu.Ft.)
1/2 Treatment Volume Elevation = 103.55 Ft.
90 Temporary Storage Volume Elevation = 108.64 Ft.
Min. Required Liner Thickness
Lagoon Surface Area: (Inside TOD)
95.35 In.
34.28 In.
1.6 Ft.
135,512 S.F.

Address: PO Box 759 Checked By: DSE
Rose Hill, NO 28458 Date: 05/02/13
County: Sampson Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: OCu. Ft.
LAGOON STAGE
-AREA VOLUME
Contour
Elevation (FT 11
Area (SF)
Incr. Vol. (Cu. FT)
Qumul 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
135,512
67,192
1,250,658
These volumes were calculated using the vertical average end area method
TOTAL REOD VOL
896,905
OF
CUMULATIVE
VOL.
ZONE VOL.
124.65%
END PUMP = _ _ =
106.30
FT
605,944 OF
TR'MT
605,944
102.83%
START PUMP = _ :
109.70
FT
1.014,456 OF
TEMP
408,512
183.23%
MAX STORAGE =
110.50
FT
1,117,952 OF
STORM
103,496
122.20%
Murphy -Brown, LLC Engineering P.O. Box 856,Warsaw, NC 28398 [phone]

Urower: M&M/Hivenbark Farm Designed By: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill, NC 28458 Date: 05/02/13
County: Sampson Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storaae:
Required Treatment Volume:
Animal Type Capacity ALW cu. .lb) = 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 weanling
0
433
1.00
0
Farrow to feeder
0
522
1.00
0
Farrow to finish
0
1,417
1.00
0
Boars
0
400
1.00
0
Total Required Treatment Volume (cu. It.)= 589,260
Sludge Storage Volume:
Animal TypeCapacity AL (cu. t. I = otal
Nursery
0
30
0.00
0
Wean to Finish
5,124
115
0.00
0
Finishing
0
135
0.00
0
Farrow to weaning
0
433
0.00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
0
1,417
0.00
0
Boars
0
400
0.000
0
Total Required Sludge Storage Volume (cu. ft.)=
Temporary Storage Volume:
Manure Production:
Animal Type Capacity Sto. Period 1. day) = Total
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
0
180
14.38
0
Boars
0
180
4.06
0
Total Manure Production (gals.)=
Total Manure Production (cu.ft.)=
Excess Fresh Water:
1,076,382
143,901
lAnimal Type apaaty' to. Period J./clay) = Total
Nursery
0
180
0.00
0
Wean to Finish
5,124
180
0.00
0
Finishing
0
180
0.00
0
Farrow to weanling
0
180
0.00
0
Farrow to feeder
0
180
0.00
0
Farrow to finish
0
180
0.00
0
Boars
0
180
0.00
0
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=

Address: PO Box 759
Rose Hill, NC 28458
Temporary Storage Volume: (Cont 1
Rainfall in Excess of Evaporation:
Checked By: DSE
Date: 05/02/13
Sheet 4 of 7
Vol.=(Lagoon Surface Area + Additional Drainage Area) ` Rainfall / 12in./ft
Vol.- (135512 sq.ft. + 0 sq.ft.) ' 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 79,049
Storm Storage:
Vol: (Lagoon Surf. Area + Addt'I Drainage Area) ' 25Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (135512 sq.ft + 0 sq.ft.) ` 7.5 in. /12 in./ft.
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) / 12in./ft.
Vol.= (135512 sq.ft + 0 sq.ft.) . 0.0 in. 112 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) _
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
Total Required Storm Storage
(25Yr. / 241-1r. Storm +'Heavy Rain')= 84,695 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) = 222,950 (Cli
Total Required Permanent Storage
(Treatment + Sludge) - 589,260 (Cli
TOTAL REQUIRED VOLUME = 896905 (CU.FT.)

Grower: M&M/Rivenbark Farm
Designed By: KBW
Address: PO Box 759
Checked By: DSE
Rose Hill, NC 28458
Date: 05/02/13
County: Sampson
Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation
Emergency Spillway Crest Elevation
Top of 25Yr. / 24Hr. Storm Storage
Top of "Heavy Rain" Storage
Start Pump Elevation
End Pump Elevation
Top of Sludge Storage
Seasonal High Watertable Elev.
Finished Bottom Elevation
Inside Top Length
Inside Top Width
Side Slopes
Lagoon Surface Area
Min. Liner Thickness (if required)
Freeboard Depth
Temporary Storage Period
TOTAL DESIGN VOLUME = 1117952 (CU.FT.)
111.50 FT.
Not A Applicable
110.50 FT.
Not Applicable
109.70 FT.
106.30 FT.
Not Applicable
103.42 FT.
100.30 FT.
Not Applicable
Not Applicable
3:1 H:V
135,512 SF
1.6 FT.
1.00 FT.
180 Days
Treatment / Sludge Storage Zone Depth ----------- 6.0 FT.
Temporary Storage Zone Depth ----------- 3.4 FT.
Freeboard / Storm Storage Zone Depth ----------- 1.8 FT.
Total Lagoon Depth ----------- 11.2 FT.

Grower: M&M/Rivenbark Farm Designe KBW
Address: PO Box 759 Checke( DSE
Rose Hill, NC 28458 Date: 05/02/13
County: Sampson Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV = 111.50
\ TOP OF STORM ELEV = 110.50 / \
1 /
STRT PMP EL.= 109.70 TOP OF TEMP STORAGE ELEV = 109.70 /
END PMP EL. = 106.30 \ TOP OF TREAT ELEV = 106.30 SHWT = 103.42
FINISHED BOTTOM ELEV = 100.30
Murphy -Brown, LLC Engineering
2

Grower: M&M/Rivenbark Farr
Address: PO Box 759
Rose Hill, NC 28458
Cou
Checked By: DSE
Date: 05/02/13
Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
NOTE: See attached Waste Utilization Plan
DESIGNED:
DATE:
COMMENTS: 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
Murphy -Brown, LL
certification of the farm.
P.O. Box 856, Warsaw NC
Ii

rs
Address: PO Box 759
Rose Hill, NC 28458
"UN - it � •
Nursery:
Wean to Finish:
Finishing:
Farrow to weanling:
Farrow to feeder:
Farrow to finish:
Boars:
Storage Period:
25 Yr. / 24 Hr Storm Event
"Heavy Rain" Factor
Rainfall in Excess of Evaporation
Additional Water Usage:
Additional Drainage Area:
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape?
Does Operator Want Emergency Spillway?
Was This Design Built Prior to Sept. 1996?
Is Drain Tile Req'd to Lower SHWT?
Seasonal High Water Table Elev: .......
Freeboard: ------
Emergency Spillway Flow Depth:
Side Slopes: -------
Inside Top Length:
Inside Top Width:
Top of Dike Elevation: -------
Finished Bottom Elevation: -------
Start Pump Elevation: .......
Stop Pump Elevation:-------
Checked By: DSE
Date:
Sheet 1
u .r
(YIN) ------------ N
(Y/N) ------------ N
(Y/N) ------------ Y
(Y/N) ----------- N
Depth
9.80 Ft.
20.28 In.
43.2 In.
Storm Stor =
58125
(Cu.Ft.)
58,675
Temporary =
134935
(Cu.Ft.)
146,745
Permanent =
330395
(Cu.Ft.)
331,129
Total Volume =
523,455
(Cu.Ft.)
536,549
(Cu.Ft.)
(Cu.Ft.)
1/2 Treatment Volume = 165,198 (Cu.Ft.)
1/2 Treatment Volume Elevation = 94.60 Ft.
90 Temporary Storage Volume Elevation = 97.92 Ft.
Min, Required Liner Thickness
Lagoon Surface Area: (Inside TOD)
05/02/13
VA
0
2873 Hd.
0
0
0
0
0
180 Days
7.5 In.
7.0 In.
0
0
0.00
1.0 Ft.
3
:1 (H:V)
100.0
FL
930.0
Ft.
100.80
Ft.
91.00
Ft.
99.11
Ft.
97.20
Ft.
% REO'D.
100.95%
108.75%
100.22%
102.50%
74.41 In.
34.54 In.
1.5 Ft.
93,000 S.F.

Address: PO Box 759
Rose Hill, NC 28458
Countv: Duplin
Checked By: DSE
Date: 05/02/13
2of7
ACTUAL
DESIGN
VOLUME CALCULATION
BASE VOLUME:
OCu, Ft.
LAGOON STAGE -AREA VOLUME
Contour
Elevation (FT.)
Area (SF)
Incr. Vol (Cu. FT)
Cumul
Vol (Cu
FT)
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 REOD 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
477,874 CF
TEMP
146,745
108.75%
MAX STORAGE =
99.80
FT
536,549 CF
STORM
58,675
100.95%
Murphy -Brown, LLC Engineering P. O. Box 856, Warsaw, NC 28398 [phone]

Grower: Waters 1 & 2
Address: PO Box 759
Rose Hill, NC 28458
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage,
Required Treatment Volume:
Checked By: DSE
Date: 05/02/13
3 of 7
ITnimal Type Capacity ALW (cu.ft. Ib) = otal
Nursery
0
30
1.00
0
Wean to Finish
2,873
115
1.00
330,395
Finishing
0
135
1.00
0
Farrow to weanling
0
433
1.00
0
Farrow to feeder
0
522
1.00
0
Farrow to finish
0
1,417
1.00
0
Boars
0
400
1.00
0
rotal Required Treatment Volume (cu. ft.)= 330,395
Sludge Storage Volume:
nimal Type Capacity ALW (cu.ft. Ib) = Total
Nursery
0
30
0.00
0
Wean to Finish
2,873
115
0.00
0
Finishing
0
135
0.00
0
Farrow to weanling
0
433
0.00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
0
1,417
0.00
0
Boars
0
400
0.000
0
rotal Required Sludge Storage Volume (cu. ft.)=
Temporary Storage Volume:
Manure Production:
nimal Type Capacity Sto. Period J./day) = Total
Nursery
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
14.38
0
Boars
0
180
4.06
0
Total Manure Production (gals.)=
Total Manure Production (cu.ft.)=
Excess Fresh Water:
603,522
80,685
Animal Type apacitySto. Period 1. day = Toial
Nursery
0
180
0.00
0
Wean to Finish
2,873
180
0.00
0
Finishing
0
180
0.00
0
Farrow to weanling
0
180
0.00
0
Farrow to feeder
0
180
0.00
0
Farrow to finish
0
180
0.00
0
Boars
0
180
0.00
0
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=

Grower: Waters 1 & 2 Designed By: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill, NC 28458 Date: 05/02/13
County: Duplin Sheet 4 of 7
Temporary Storage volume: (Cont 1
Rainfall in Excess of Evaporation
Vol.=(Lagoon Surface Area + Additional Drainage Area) ' Rainfall / 12in./ft
Vol.= (93000 sq.ft. + 0 sq.ft.) ' 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 54,250
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) ' 25Yc/241-1r. Storm(in) / 12in./ft.
Vol.= (93000 sq.ft + 0 sq.ft.) ' 7.5 in. /12 in./ft.
Total Required Volume for 25Yr./24Hr. Storm Event (cu.ft)= 58,125
'Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) ` "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (93000 sq.ft + 0 sq.ft.) ' 0.0 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) =
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
Total Required Storm Storage
(25Yr. / 24Hr. Storm +'Heavy Rain')= 58,125 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) = 134,935 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) - 330,395 (CU.FT)
TOTAL REQUIRED VOLUME = 523455 (CU.FT.)

Grower: Waters 1 & 2
Address: PO Box 759
Rose Hill, NC 28458
LAGOON DESIGN SUMMARY
designed By: KBW
Checked By: DSE
Date: 05/02/13
Sheet 5 of 7
Top of Dike Elevation -------------------
100.80
FT.
Emergency Spillway Crest Elevation -------------------
Not A Applicable
Top of 25Yr. / 24Hr. 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 (if required) -------------------
1.5
FT.
Freeboard Depth ------
1.00
FT.
Temporary Storage Period -------------------
180
Days
Zone Depths:
TOTAL DESIGN VOLUME = 536549 (CU.FT.)
Treatment / Sludge Storage Zone Depth ----------- 6.2 FT.
Temporary Storage Zone Depth ----------- 1.9 FT.
Freeboard / Storm Storage Zone Depth ----------- 1.7 FT.
Total Lagoon Depth ----------- 9.8 FT.

Address: PO Box 759 Checke(DSE
Rose Hill, NC 28458 Date: 05/02/13
County: Duplin Sheet 6 of 7
STRT PMP EL.= 99.11
END PMP EL. = 97.20
ZONE ELEVATIONS
TOP OF DIKE ELEV = 100.80
\ TOP OF STORM ELEV = 99.80 / \
\ TOP OF TEMP STORAGE ELEV = 99.11 /
\ TOP OF TREAT ELEV = 97.20 SHWT = 0.00
FINISHED BOTTOM ELEV = 91.00
LLC Engineering P.O. Box 856, Warsaw

Grower: Waters 1 & 2 Designed By: KBW
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: See attached Waste Utilization Plan
DESIGNED:
DATE:
COMMENTS:
This design is update of start and stop pump elevations and to show the 112
treatment volume level for sludge storage. This design does not supercede the
original certification of the farm.
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Address: PO Box 759 Checked By: DSE
Rose Hill, NC 28458 Date: 05/02/13
County: Duplin Sheet 1 of 7
FARM INFORMATION
Farm Population -
Nursery:
-------------- ---
0
Wean to Finish:
-------------------
4310 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 Built Prior to Sept. 1996?
(Y/N)
------------
Y
Is Drain Tile Req'd to Lower SHWT?
(Y/N)
------------
N
Seasonal High Water Table Elev:-------------------
0.00
Freeboard: -------------------
1.0
Ft.
Emergency Spillway Flow Depth:
Side Slopes: -------------------
3
:1 (H:V)
Inside Top Length:
117.0
Ft.
Inside Top Width:
962.0
Ft.
Top of Dike Elevation: ----------------
Depth
99.80
Ft.
Finished Bottom Elevation: ----------------
9.55 Ft.
90.25
Ft.
Start Pump Elevation: ----------------
20.16 In.
98.12
Ft.
Stop Pump Elevation: ----------------
33.6 In.
97.00
Ft.
Storm Stor = 70346 (Cu.Ft.)
Temporary = 110038 (Cu.Ft.)
Permanent = 495650 (Cu.Ft.1
Total Volume =
70,861 (Cu.Ft.)
110,368 (Cu.Ft.)
500.122 (Cu.Ft.)
1/2 Treatment Volume = 247,825 (Cu.Ft.)
1/2 Treatment Volume Elevation = 94.11 Ft.
90 Temporary Storage Volume Elevation = 96.83 Ft.
Min, Required Liner Thickness
Lagoon Surface Area: (Inside TOD)
100.73%
100.30%
100.90%
100.79%
68.33 In.
35.60 In.
1.5 Ft.
112,554 S.F.

Grower: Waters3-4-5 Designed By:
Address: PO Box 759 Checked By: DSE
Rose Hill, NC 28458 Date: 05/02/13
County: Duplin Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: OCu. Ft.
LAGOON STAGE
-AREA VOLUMES
Contour
Elevation (FT.)
Area (SF) Incr.
Vol. (Cu. FT)
Cumul. Vol (Cu FT)
90.25
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 REOD VOL
676,034
CF
CUMULATIVE
VOL.
ZONE VOL.
100.79%
END PUMP = = = =
97.00
FT
500,122 CF
TR'MT
500,122
100.90%
START PUMP - =
98.12
FT
610,490 CF
TEMP
110,368
100.30%
MAX STORAGE =
98.80
FT
681,351 CF
STORM
70,861
100.73%
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw, NC 28398 [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
MINIMUM REQUIRED VOLUME_ CALCSLTIONS
Permanent Storage:
Required Treatment Volume:
AnimalType- Capacity ALW (cu. t. otal
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
1.00
0
Boars
0
400
1.00
0
Total Required Treatment Volume (cu. ft.)= 495,650
Sludge Storage Volume:
Animal Type Capacity ALW cu. t. Ib = Total
Nursery
0
30
0.00
0
Wean to Finish
4,310
115
0.00
0
Finishing
0
135
0.00
0
Farrow to weanling
0
433
0.00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
0
1,417
0.00
0
Boars
0
400
0.000
0
total Required Sludge Storage Volume (cu. ft.)=
Temporary Storage Volume:
Manure Production:
0
Animal Type Capacity Sto. Period J./day) = 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
0
66
14.38
0
Boars
0
66
4.06
0
total Manure Production (gals.)=
Total Manure Production (cu.ft.)=
Excess Fresh Water:
331,975
44,382
nimal Type Capacity Sto. Period J./day) = Total
Nursery
0
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
66
0.00
0
Boars
0
66
0.00
0
i otal ii water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=

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 4 of 7
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./it
Vol.= (112554 sq.ft. + 0 sq.ft.) * 7 in. /12 in./it.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 65,657
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25YO241-1r. Storm(in) / 12in./ft.
Vol.= (112554 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 25Yr./24Hr. Storm Event (cu.ft)= 70,346
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (112554 sq.ft + 0 sq.ft.) * 0.0 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) _
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
Total Required Storm Storage
(25Yr. / 241-1r. Storm +'Heavy Rain')=
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) _
Total Required Permanent Storage
(Treatment + Sludge) _
TOTAL REQUIRED VOLUME = 676034 (CU.FT.)
70,346 (CU.FT)
110,038 (CU.FT)
495,650 (CU.FT)

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

Grower: Waters 3-4-5 Designe KBW
Address: PO Box 759 Checker DSE
Rose Hill, NC 28458 Date: 05/02/13
County: Duplin Sheet 6 of 7
STRT PMP EL.= 98.12 \
END PMP EL. = 97.00
Murphy -Brown, LLC Engineering
ZONE ELEVATIONS
TOP OF DIKE ELEV = 99.80
TOP OF STORM ELEV = 98.80
TOP OF TEMP STORAGE ELEV = 98.12
\ TOP OF TREAT ELEV = 97.00
NN
FINISHED BOTTOM ELEV = 90.25
28398
SHWT = 0.00

Grower: Waters 3-4-5 Designed By: KBW
Address: PO Box 759 Checked By: USE
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: See attached Waste Utilization Plan
DESIGNED:
DATE:
COMMENTS:
This design is update of start and stop pump elevations and to show the 112
treatment volume level for sludge storage. This design does not supercede the
original certification of the farm.
856, Warsaw

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

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

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

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

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

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

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

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) qjt)-
1�atS
EMERGENCY MANAGEMENT SERVICES (EMS)
SOIL AND WATER CONSERVATION DISTRICT (SWCD) qto- a«o
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) °t t0 - Dq to-t2e
COOPERATIVE EXTENSION SERVICE (CES) `\1 O - .�qU - a-\�\3
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible location
for all employees at the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation, this may or may not be possible. Suggested
responses to some possible problems are listed below.
A. Lagoon overflow - possible solutions are:
a) Add soil to berm to increase elevation of dam.
b) Pump wastes to fields at an acceptable rate.
C) Stop all flow to the lagoon immediately.
d) Call a pumping contractor.
e) Make sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include:
a) Immediately stop waste application.
b) Create a temporary diversion to contain waste.
c) Incorporate waste to reduce runoff.
d) Evaluate and eliminate the reason(s) that cause the runoff.
e) Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers - action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Close valves to eliminate further discharge.
d) Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators - action include:
a) Stop recycle pump.
b) Stop irrigation pump.
C) Make sure siphon occurs.
d) Stop all flow in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks -
possible action:
a) Dig a small sump or ditch from the embankment to catch all seepage, put in a submersible
pump, and pump back to lagoon.
b) If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil.
c) Have a professional evaluate the condition of the side walls and the lagoon bottom as soon
as possible.

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

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids
(�) Flush system is designed and operated
sufficiently to remove accumulated
solids from gutters as designed.
() Remove bridging of accumulated solids at
discharge
lagoons and Pits Crusted Solids
(/) Maintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30 % of surface.
Excessive Decaying vegetation
()Maintain vegetative control along banks of
Vegetative Growth
lagoons and other impoundment's to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
Feeders Feed Spillage
() Design, operate and maintain feed systems (e.g..
bunkers and troughs) to minimize the accumulation
of decaying wastage.
() Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulation of feed
() 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 filter strips around feed storage as needed.
Animal Holding Accumulation of animal
() Eliminate low area that trap moisture along fences
Areas wastes and feed wastage
and other locations where waste accumulates and
disturbance by animals is minimal.
O Maintain fence rows and fitter strips around animal
holding areas to minimize accumulations of wastes
(i.e. inspect for and remove or break up accumulated
solids as needed).
MIC — November 11, 1996
m

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 filler strips around stockpiles and manure handling
areas as needed.
he issues checked ( ) pertain to this operation. The landowner / integrator agrees to use
sound judgment in applying insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been
reviewed with me.
vllec' '
(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 Permit No.: 3 t - 34.4
e - 5 —2-Z
INSTRUCTIONS FOR USE Owner
Od
♦ or Control Checklist is required by General Statute 143-215.10C(e)(1)
♦ Check any/all the BMPs you will implement on this facility. Items checked/selected become a requirement of the CAW MP
• Items in bold or pre -selected are required.
♦ Add any site -specific details related to the selected BMPs
• Include any other odor control measures not listed
♦ NOTE: Not all BMPs may be cost-effective for every facility. Evaluate each BMP prior to selecting for your facility.
Cause/Source BMP Option to Minimize odor Comments Site Specific Practices
FARMSTEAD
♦ Swine Production ❑ Maintain vegetative or wooded buffers at or
near property boundary
♦ Improper drainage ❑ Grade and landscape so water drains away
from facilities and prevent ponding
❑ Maintain farm access roads and prevent traffic
in waste application area
❑ Other BMPs — please describe
MORTALITY MANAGEMENT
♦ Carcass
Decomposition
♦ Incomplete Incineration
® Dispose of mortality using method approved
by NCDA&CS State Veterinarian, Manage
According to CAW MP (Mortality Management
Checklist) and permit(s).
❑ Put carcasses in refrigerated (or freezer) dead
boxes within 24 hours for short-term mortality
storage.
[] Use incinerators with secondary burners for
complete combustion.
❑ Other BMPS— please describe
• Traps dust and gases, provides dilution
and visual screening
• May require third party input/approval
• Reduce odors and vectors that occur
with stagnant conditions
• Prevents spillage during transport and
tracking of waste onto public roads
• Required by statute and permit
• May require third party input/approval
• Reduce odors by complete incineration
Swine AMOC Page 1 of 6 APPROVED — 7/2S/2019

SWine Farm Waste Management — Odor Control Checklist
Permit NO.: 3 L 3S
Cause/Source
BMP Option to Minimize Odor
Comments Site Specific Practices
HOUSE / BARN — WASTE HANDLING
• Flush tanks
❑ Install flush tank covers
• Pit -flush systems
• Odorous Gases
❑ Flush pits at least 4 times per day
• Pit -flush systems
♦ Partial microbial
❑ Empty pits at least once every 7 days
• Pit -recharge or "pull -plug" systems
decomposition
❑ Underfloor flush with pit ventilation
• Agitation of wastes
❑ Install/extend fill lines to near bottom of
tanks with anti -siphon vents
❑ Install covers on outside waste collection or
junction box
❑ Install sump tank covers for lift stations
• Ammonia
❑ Flush/recharge with treated effluent
❑ Treat waste in pits with proven biological or
• Monitor for any solids accumulation in pit
chemical additive
❑ Other BMPs— please describe
HOUSE / BARN — FLOOR AND INDOOR SURFACES
• Manure covered floors Q Scrape manure from alleys into pens daily
❑ Install fully slotted floor system
❑ Install waterers over slotted Hoar area
❑ Install feeders at high end of solid floors
♦ Odorous Gases ❑ Scrape manure buildup from floors and walls
❑ Keep floors dry
❑ Install underfloor ventilation for drying
❑ Replace bedding/scrape at frequency to
keep bedding dry
❑ Other BMPs—please describe
• Will move with other manure via pits
• Where applicable
• Aids in animal cleanliness
• Aids in animal cleanliness
• Solid floor/bedding systems
Swine ANI Page 2 of 6 APPROVED — 7/2S/2019

Swine Farm Waste Management —Odor Control Checklist
Permit No.: 3 1 - 35
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
HOUSE / BARN — VENTILATION
• Dust ❑ Clean fans regularly —specify frequency
♦ Volatile/odorous gases ❑ Efficient air movement
Install temperature and humidity sensors to
control ventilation
❑ Treat barn exhaust
❑ Other BMPs— please describe
HOUSE / BARN — FEED
• Oust
❑ Install feed covers
♦ Adsorbed Gases
® Keep outdoor feed storage covered except
When necessary to add/remove feed
❑ Minimize free -fall height of dry feed
O Install feed delivery downspout extenders
to the feed covers
❑ Remove spa iled/un usable feed on regular basis
❑ Feed pellets instead of dry meal
❑ Use feed additives
• Ammonia
❑ Use feed -reduced crude protein diet
❑ Other BMPs— please describe
HOUSE / BARN — GENERAL
• Dust ❑ Install temperature and humiditysensors
• Odorous Gases to control ventilation
❑ Use ultraviolet light to treat indoor air
❑ Use indoor or outdoor electrostatic space
charge system
IF Other BMPs— please describe
• Examples: biofilters, wet scrubbing, windbreaks
• May reduce ventilation rate depending on method
• Required by rule 15A NCAC 02D .1g02
• May require third party input/approval
• May require third party input/approval
• May require third party input/approval
• Maintain relative humidity at 40 to 65%
• Can be used to treat exhaust air
Swine AMOC Page 3 of 6 APPROVED — 7/25/2019

Swine Farm Waste Management — Odor Control Checklist
Permit No.: 3 k -3 5
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
LAGOON/ WASTE STORAGE STRUCTURE
• Volatile Gases ® Maintain proper lagoon volume
❑ Minimize free -fall height of waste from
discharge pipe to lagoon surface
❑ Extend discharge point of pipe to below lagoon
liquid level
❑ Maintain proper surface area -to -volume ratio
[_1 Use correct lagoon start-up procedures
❑ Aerate for odor control
F] Manage sludge levels based on annual sludge
survey as required by permit
Q Keep spilled feed or foreign debris out of lagoon
to prevent excesssludge accumulation
❑ Install/use solids separation system
❑ Use proven biological or chemical additives
[] Use permeable lagoon covers (not a digester)
❑ Use impermeable lagoon cover or
anaerobic digester
❑ Other BMPs- please describe
LAND APPLICATION
• Odorous gases ® Perform land application in accordance with
CAWMP
• Wind drift ® Pump intake near lagoon surface
❑ Pump from second stage lagoon
❑ Fallow good neighbor policy
❑ Operate at minimum recommended pressure
❑ Increase setbacks beyond those required by
statute, rule, or permit
Swine AMOC
• Sufficient liquid volume/depth is required
for proper anaerobic treatment
Use caution not to scour or damage lagoon liner
• Monitor for any increase in rate of solids accumulation
• Methane can be flared if not utilized
• Required by rule 1SA NCAC 02D .1802
Avoid application on known weekends,
special days, or holidays/eves if possible
Page 4 of 6
APPROVED - 7/2S/2019

Swine Farm Waste Management — Odor Control Checklist
Permit No.: 3 k " 35
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
LAND APPLICATION (CONTINUED)
E-) Apply during favorable wind conditions,
(especially for traveling guns or impact
sprinklers)
O When practical, apply waste on sunny days
rather than cool, overcast days
❑ When possible, apply waste mid morning to
late -afternoon
❑ For traveling guns, use taper -ring or taper bore
nozzles
❑ For traveling guns, use largest available nozzle
that provides acceptable application uniformity
❑ Replace impact sprinklers with low -drift nozzles
on center pivots and linear move systems.
❑ Use hose -drag system
❑ Use injection method for waste application
❑ Other BMPs - please describe
SLUDGE DISPOSAL
• Odorous gases ❑ Transport sludge in covered vehicles or tankers
❑ Apply in thin, uniform layers
❑ Incorporate land -applied sludge as soon as
practical after application, and in accordance
with permit.
❑ Use injection method for sludge application
❑ Dewater sludge prior to application
❑ Use alternatives to land application, such as
compost, gasification, energy generation, etc.
❑ Other BMPs - please describe
Recommend checking predicted average hourly
wind speed within 24 hours prior to
anticipated start
Allows for vertical dissipation of odor
• Allows for better vertical dissipation of odor
• Less odor and drift than ring nozzles
Speeds drying and prevents ponding
Required within 48 hours or prior to next rain event,
whichever is first, for conventionally tilled
bare soils
Swine AMOC Page 5 of 6 APPROVED - 7/25/2019

ADDITIONAL INFORMATION
Air Management Practices Assessment Tool (AMPAT(
AHG-538-A Certification Training for Animal Waste Management Systems: Type A
EBAE 103-83 — Lagoon Design and Management for Livestock Manure Treatment and Storage
EBAE 128-88—Swine Production Facility Manure Management: Pit Recharge -Lagoon Treatment
EBAE 129-88—Swine Production Facility Manure Management: Underfloor Flush -Lagoon Treatment
EBAE Fact Sheet— Calibration of Manure and Wastewater Application Equipment
EBAE Fact Sheet — Swine Production Farm Potential Odor Sources and Remedies
NC NRCS Standard 359— Waste Treatment Lagoon
NC MRCS Standard 380 — Windhreak/Shelterbelt Establishment
NC N RCS Standard 422 — Hedgerow Planting
NC N RCS Standard 442 — Sprinkler System
Nuisance Concerns in Animal Manure Management: Odors and Flies; PR0107 1995 Conference Proceedings
Options for Managing Odor: A Report from the Swine Odor Task Force
AVAII ARI F FRnM
www.extension.iastdte.edu/ampat/
NC Division of Water Resources
www.bae.ncsu.edu
www.bae.ncsu.edu
www.bae.ncsu.edu
www.bae.ncsu.edu
www.bae.ncsu.edu
www.nres.udsa.gov
www.nres.udsa-gov
www.nres.udsa.gov
www.nres.udsa.gov
Florida Cooperative Extension Service
NC State University
Swine AMOC Page 6 of 6 APPROVED — 7/25/2019

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