820442_Irrigation & NMP Update_20240424

Sheetl
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Murphy -Brown, LLC Farm 3510; AWS820442 County: Sampson
Address: P.O. Box 856 Move Existing Hydrants (11A-13B)
Warsaw, NC 28398 Date: 4/13/2011
Telephone: [phone] Revised: 4/29/2015
Revised: 8/23/2023
Table 1 - Field Specifications Updated Map Only 4/23/2024
Approximate Maximum
Maximum Maximum Application
Useable Size Application per Irrigation
Field of Field Rate Cycle
Number (acres) Soil Type Slope % Crop(s) (In/hr) (inches) Comments
T10569-FlAl
5.54
Rains
0-3
Row Crops
0.4
1
Pull 1
T10569-Fl B
10.51
Rains
0-3
Row Crops
0.4
1
Pulls 2-3
T10569-F2A
10.7
Rains
0-3
Row Crops
0.4
1
Pulls 4-5
T10569-F2B
7.41
Rains
0-3
Row Crops
0.4
1
Pull 6
T10569-F3
7.37
Rains
0-3
Row Crops
0.4
1
Pulls 7-8
T10569-F4
6.59
Rains
0-3
Row Crops
0.4
1
Pulls 9-10
T10569-F5
14.31
Goldsboro/Rains
0-3
Row Crops
0.4
1
Pulls 11A-13A
T10569-F6
6.08
Rains
0-3
Row Crops
0.4
1
Pulls 11 B-12B
T10569-F7
2.52
Norfolk
0-3
Row Crops
0.4
1
Pulls 13B
T10569-F8
.39.98
Rains/Goldsboro
0-3
Row Crops
0.4
1
Pulls 14 , 20; Pivot 21
111.01

Sheet2
TABLE 2 - Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: 3" Traveler w/Nelson 150; Pivot - 651.5' w/103.2' end gun radius
Field No. Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hydrant No. (ft/min) (in/hr.) Width(ft.) Length(ft) (feet) (Inches) at Gun(psi) at reel(psi) Pattern Comments - Acres per pull
1
3.74
0.38
270
699
300
1.18
50
85
330
5.54
2
5.48
0.56
170
792
300
1.18
50
85
220
3.82
3
3.74
0.38
270
853
300
1.18
50
85
330
6.69
4
3.74
0.38
270
942
300
1.18
50
85
330
7.24
5
6.85
0.69
120
1000
300
1.18
50
85
180
3.46
6
3.74
0.38
270
1000
300
1.18
50
85
330
7.41
7
6.09
0.69
173
398
300
1.18
50
85
180
2.31
8
6.09/3.32
.69/.38
198/285
228/392
300
1.18
50
85
180/330
5.06
9
3.32
0.38
285
385
300
1.18
50
85
330
3.98
10
3.32
0.38
285
176
300
1.18
50
85
330
2.61
11 A
3.74
0.38
270
635
300
1.18
50
85
330
5.34
11B
3.74
0.38
270
201
300
1.18
50
85
330
2.65
12A
3.74
0.38
240
539
300
1.18
50
85
330
4.29
12B
3.74
0.38
270
327
300
1.18
50
85
330
3.43
13A
3.74
0.38
270
529
300
1.18
50
85
330
4.68
13B
3.32/4.87
0.38/0.56
270/270
150/106
300
1.18
50
85
330/220
2.52
14
3.32
0.38
270
73
300
1.18
50
85
330
1.66
20
3.32
0.38
270
167
300
1.18
50
85
330
2.25
Pivot 21
Center pivot acreage computer calculated - 651.5' w/l03.2' end gun rad
36.07
TOTAL
111.01

Sheet3
TABLE 3 - Solid Set Irrigation Gun Settings
Make, Model and Type of Equipment N/A
Operating Parameters
Field No Wetted Hydrant Spacing(ft) Application Nozzle Operating Operating
and Number of Diameter Along Between Rate Diameter Pressure Time
Line No. Hydrants (feet) Pipelines Pipelines in/hr inches at Gun si at Hydrant(hr.) Comments -Acres per zone
0
TOTAL 0.00

Sheet4
TABLE 4 - Irrigation System Specifications
Traveling
Solid Set
Irrigation Gun
Irrigation
Flow Rate of Sprinkler ( pm)
205
0
Operating Pressure at Pump (psi)
90.9
#DIV/0!
Design Precipitation Rate in/hr)
0.34
0.00
Hose Length feet
Various
xxxxx xx
Type of Speed Compensation
Mechanical
xxxxx xx
Pump Type PTO, En ine, Electric
Engine
Engine
Pump Power Requirement h
#DIV/0!
#DIV/0!
TABLE 5 - Thrust Block Specifications
_
6"
411
2"
THRUST BLOCK
THRUST BLOCK
THRUST BLOCK
LOCATION
AREA sq. ft.
AREA (sq. ft.)
AREA (sq. ft.
90 degree bend
8.8
4.3
1.1
Dead End
6.2
3.0
0.8
Tee
4.4
2.1
0.5
Gate Valve
6.2
3.0
0.8
45 degree bend
4.7
2.3
0.6
Page 1

Sheet5

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

Sheet6
Narrative of Irrigation System Operation
This design is for a recalculation of the wetted acreage for pulls 1, 2, 5 & 6 due to two ditches being added in
the field. All other parameters remained the same. The acres were calculated based on the equipment
specified and the charts created by NCSU for calculating Area Allowances for Hard Hose Traveler Systems.
Refer to owner's manual and irrigation dealer for information on maintenance, winterization, and operation of
system.
This design dated 8/23/2023 done to reflect the relocation of hydrants 11A-1313, and update the map to
include the clay borrow area.

Sheet7
CALCULATIONS
Sprinkler Soecifications
Sprinkler Type: Nelson 150
Nozzle Size:
1.18 inches
Sprinkler Pressure:
50 psi
Flowrate(GPM):
205 gpm
Wetted Diameter:
300 feet * Reflects actual field measurement
Lane Soacinas
Desired Spacing (%):
70 %
Design Spacing(feet):
210 *PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet):
240 feet
Actual Spacing (%):
80 %
Application Rate
Application Rate =(96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate =
0.34 in/hr
300 degree arc =
0.41 in/hr 330 degree arc = 0.38 in/hr
220 degree arc =
0.56 in/hr
180 degree arc =
0.69 in/hr
Traveller Speed -
Travel speed = 1.605 x Flowrate / Desired application amount x Lane Spacing
Desired app. (in.) = 0.4 inches 360 degree arc = 3.43 ft/min
300 degree arc = 4.11 ft/min 330 degree arc = 3.74 ft/min
220 degree arc = 5.48 ft/min
180 degree arc = 6.85 ft/min
Mainline Velocity
Velocity = .408 x Flowrate / pipe diameter squared feet/sec.**
**For buried pipelines, velocity should be below 5 feet per second
Pipe size: 6 inches
Velocity= 2.32 ft/sec.
Page 1

Sheet7
CALCULATIONS
Sorinkler Specifications
Sprinkler Type: Nelson 150
Nozzle Size:
1.18 inches
Sprinkler Pressure:
50 psi
Flowrate(GPM):
205 gpm
Wetted Diameter:
300 feet * Reflects actual field measurement
Lane Spacings
Desired Spacing (%):
70 %
Design Spacing(feet):
210 *PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet):
270 feet
Actual Spacing (%):
90 %
Application Rate
Application Rate =(96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate =
0.34 in/hr
300 degree arc =
0.41 in/hr 330 degree arc = 0.38 in/hr
220 degree are =
0.56 in/hr
180 degree arc =
0.69 in/hr
Traveller Speed
Travel speed = 1.605 x Flowrate
/ Desired application amount x Lane Spacing
Desired app. (in.) =
0.4 inches 360 degree arc = 3.05 ft/min
300 degree arc =
3.66 ft/min 330 degree arc = 3.32 ft/min
220 degree arc =
4.87 ft/min
180 degree arc = 6.09 ft/min
Mainline Velocitv
Velocity = .408 x Flowrate / pipe diameter squared feet/sec.**
**For buried pipelines, velocity should be below 5 feet per second
Pipe size: 6 inches
Velocity= 2.32 ft/sec.
Page 1

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Farm 3510
AWSS20"2
Wetted Aaw
Total T7859 Fld 1 = 28.37 Ac.
75' Residential
Property Line -
Setback
Residences /
w/200' setbacks
Total Field 7 = 4.30 Ac.
Wetted = 2.52 Ac.
Sub 7 = 1.78 Ac.
10
Total Field 4 = 8.34 Ac.
Wetted = 6.59 Ac.
Total Field 5 - 17.39 Ac. Sub 4 = 1.75 Ac.
Wetted = 14.31 Ac. 7 Sub 5 - 3.08 Ac.
Refrigerated
Mortality St(
f 13A
12A
nl 11A
13E
Total Field 6 9.15
Wetted = 6.08 Ac.
Sub 6 3.11 Ac.
S;_eciflc_ations: Pulls
Various Travelers w/Nelson 150
w/1.08' Nozzle O 60 PSI
180 GPM; 300' WD
(Based on Feld Calibrations)
Lane Spacings- 240' do 270'
S,,ecificatlons: Pivot
3 Span Valley Standard Pivot 8000
Machine Length - 651.5'
End gun radius - 103.2'
Pivot Pressure - 45 PSI
Total Flow - 650 GPM
(474.5 GPM Machine + 175.5 GPM End Gun)
GRAPHIC SCALE
600 0 300 600 1200
A
( IN FEET )
I inch = 600 ft.
Total Field 3 = 10.43 Ac.
Wetted - 7.37 Ac.
Sub 3 = 3.06 Ac.
Total Field 213 = 10.24 Ac.
Wetted 7.41 Ac.
Sub 2B = 2.83 Ac. ;
4
7
Ditch
Pull."ivot Acres_.
1 5.54
2 3.82
3 6.69
4 7.24
5 3.45
6 7.41
7 2.31
8 5.06
9 3.98
10 2.61
11A 5.34
11B 2.65
12A 4.29
128 3.43
13A 4.68
13B 2.52
14 1.66
20 2.25
Pivot 21 36.07
Total 111.01
Ditches
Ditch
Total Field 2A - 11.97 Ac.
Wetted 10.70 Ac.
Sub 2A = 1.27 Ac.
Ditch
Total Field 1B - 12.06 Ac.
Wetted = 10.51 Ac.
Sub 1B - 1.55 Ac.
' 3
N Total Field 1A - 7.67 Ac.
4 Wetted = 5.54 Ac.
Ditch Sub 1A = 2.13 Ac.
2 �� �� . Residences
�- w/200' setbacks
/ ; Clay
Born
1 ./ Area
Pivot 21
7X
30.61 Ac. w/o end gun
36.07 Ac. w/end gun Total Field 8 = 51.91 Ac.
End Gun - Degrees Off - 172.8 Wetted 39.98 Ac.
End Gun - Degrees On = 187.2 Sub 8 = 11.93 Ac.

4/2024 - Added T7859 Fd 1 (Aerway Acres); wetted acreage calculations remain
the same as in the current Irrigation System Design Parameters dated 8/23/2023.
B/2023 - Moved existing hydrants (11A-13B)
4/2016 - Added End Gun Degrees Off/On
4 /2015 - Ditches added between pulls 1 k 2 and 5 do 6

Farm 3510
AWSBW"2
WoftOWi Acm
Total T7859 Fld 1 - 2&37 Ac
75' Residencial
Property Line -
Setback
Resideneee
w1200' setbacks
Total Field 7 - 4.30 An.
Wetted = 2.52 Ac
Sub 7 - 1.78 Ac
Total Field 6 - 9.1£
Wetted = 6.08 Ao.
Sub 6 - 3.11 Ac
Soseffloationsi Pulle
Various T w/Nelson 150
w/1.08' Nozbe O BO PSI
180 GPM: 300 WD
(Based on Field Calibrations)
Lane Spacings- 24V & 270'
Specifications: Pivot
3 Span Valley Standard Pivot 8000
Machine Length - 651.5'
End gun radius - 103.2'
Pivot Prossuro - 45 PSI
Total Flow - 650 GPM
(474.5 GPM Machine + 175.5 GPM End Gun)
Total Field 4 - &34 Ac.
Wetted - 6.59 Ac
Total Field 5 - 17.39 Ac Sub 4 - 1.75 Ac
Wetted - 14.31 Ac
Sub s = &08 Ac
1 13" 1�1 11A 1
Total F1etd 3 - 10.43 Ac
Wetted 7.37 Ac.
SUti' = 3.06 Ac
Total Field 2B + 10.24 Ac.
Welted 7,41Ac-
Sub
Sutr 28 = 2.63 Ac.
411AIvat Acres
2
3.82
3
8.69
4
7.24
5
3.46
8
7.41
7
2,31
8
5.05
9
&98
10
2.61
11A
&34
118
2.65
12A
429
128
3.43
13A
4.68
138
2.52
10 14
1.66
20
2.25
8
7
Ditches
Ditch
Total Field 2A - 11.07 Ac
Wetted = 10.70 Ac.
Sub 2A = 1.27 An.
' 4 Ditch
Total Field 18 - 12.05 Ac
Wetted - 10.51 Ad.
Sub 18-1.55Ac.
3
Total Field 1A - 7.57 Ac
Wetted "= 5.54 An.
T Ditch Sub 1A - 7.13 Ac.
Residences
2 w/200' awtbocks
Clay
Bom
ti � Arve
20
14
F 4�
Pivot 21
1K
30.61 Ac w/o end gun
36.07 Ac. w/end gun Total Field 8 = 51.91 Ac
End Gun - Degrees Off - 172.5
grWaRtad = 39.98 Ac
End Gun - Deees On = 187.2 Sub 8 = 11.93 Ac
1.87 Ac* ,� ry,•

0 300 600 1200
4/2024 - Added T7859 Fld I (Aerway Acres); wetted dQeage caicuidtlmre remain
r the son" oe In the current Irrlgotlon System Daaiga Parameters dated 8/23/2023, IN FEET
L 8/2023 - Moved existing hydrdnta (11A-136)
1 inch = BQQ ft. 4/2016 - Added End Gun Degrees Off/On
4 20W5 - Ditches added between pulls 1 k 2 and 5 dr 6

Farm 3510
AWS820442
Pipe odification
Specifications: Pipe
TB Thrust Block
AV Air Vent
:�C Existing Hydrants
-- Existing 6" PVC Main Line
y o New Hydrants (5)
New 6 Class 200 PVC'
(Approx. 440')
TB
AV
Tie into existing main line here
Relocate along existing
main line
AV
Brewer Road
NOTE: Ditch crossing shall be made by either
1) bury pipe 2 feet below ditch bottom or
2) encase pipe in a larger encasement pipe
with ends of encasement pipe extending 5 feet
into ditch bank on each side
GRAPHIC SCALE
300 0 150 300 600
( IN FEET )
1 inch = 300 ft.
Ditch Crossing
��

8/2023

Farm 3510
AWS82O442
Pipe Modification
Specifications: Pipe
TB Thrust Block
AV Air Vent
Existing Hydrants
Existing 6" PVC Main Line
New Hydrants (5)
New 6" Class 200 PVC'
(Approx. 440')
Tie into existing main line h7/4,4
Qa
Relocate along existingmain line
110
�'� 'y
AV AV �Yo Ditch Crossing
TB Y
B er wer Road
NOTE: Ditch crossing shall be made by either
1) bury pipe 2 feet below ditch bottom or
2) encase pipe in a larger encasement pipe
with ends of encasement pipe extending 5 feet
into ditch bank on each side

( IN FEET )
1 inch = 300 ft. 8/2023

D). Application and Handling Equipment
Check the appropriate box
Existing or expandin fg acility with existing waste application equipment (WUP or I)
Animal waste application equipment specified in the plan has been either field calibrated or evaluated in
accordance with existing design charts and tables and is able to apply waste as necessary to accommodate the
waste management plan: (existing application equipment can cover the area required by the plan at rates not to
exceed either the specified hydraulic or nutrient loading rates, a schedule for timing of applications has been
established; required buffers can be maintained and calibration and adjustment guidance are contained as part of
the plan).
X New, expanded, or existing facility without existing waste application equipment for spray irrigation. (I)
Animal waste application equipment specified in the plan has been designed to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the
plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of
applications has been established; required buffers can be maintained; calibration and adjustment guidance are
contained as part of the plan). Farm 3510, AWS820442 — Pulls Revision
New, expanded, or existing facility without existing waste application equipment for land spreading not using
spray irrigation. (WUP or I)
Animal waste application equipment specified in the plan has been selected to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the
plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of
applications has been established; required buffers can be maintained; calibration and adjustment guidance are
contained as part of the plan).
Name of Technical Specialist (Please Print): M. Kevin Weston
Affiliation Murphy -Brown, LLC dba Smithfield Hog Prod. Date Work Completed: 8/23/2023
Address (Agency): P.O. Box 856 Warsaw, NC 28398 Phone No.: 9{ 10) 293-3434
Signature: .1'1.. Date: r%=N/Z.*z3
E) Odor Control Insect ControL Mortali Manaw,ement and Emer enev Action Plan SD
SILWUP, RC or Ii
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):
Affiliation Date Work Completed:
Address (Agency): Phone No.:
Signature: Date:
F) Written Notice of New or Expanding Swine Farm
The following signature block is only to be used for new or expanding swine farms that begin construction after June
21, 1996. If the facility was built before June 21, 1996, when was it constructed or last expanded
I (we) certify that 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 the property owners notified are
attached.
Name of Land Owner:
Signature:
Name of Manager (if different from owner):
Signature:
AWC - September 18, 2006
Date:
Date:

Murphy -Brown, LLC
Grower(s):
Farm Name:
4/23/2024 2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
NUTRIENT UTILIZATION PLAN
Murphy -Brown, LLC dba Smithfield Hog Production
3510; AWS820442
County: Sampson
Permit Capacity
Farrow to Wean 3927
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Wean to Finish
Feeder to Finish
Gilts
Boars
Storage Structure:
Storage Period:
Application Method:
Anaerobic Lagoon
>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, ft3, tons, etc.):
Capacity Type Waste Produced per Animal Total
3927
Farrow to Wean
3203 gal/yr
12,578,181 gal/yr
Farrow to Feeder
3861 gal/yr
gal/yr
Farrow to Finish
10478 gal/yr
gal/yr
Wean to Feeder
191 gal/yr
gal/yr
Wean to Finish
776 gal/yr
gal/yr
Feeder to Finish
927 gal/yr
gal/yr
Gilts
1015 gal/yr
gal/yr
Boars
2959 �,al/yr
gal/yr
Total 12,578,181 gal/yr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
Capacity Type Nitrogen Produced per Animal Total
3927
Farrow to Wean
3.84 Ibs/yr
15,080 Ibs/yr
Farrow to Feeder
6.95 Ibs/yr
Ibs/yr
Farrow to Finish
18.86 Ibs/yr
Ibs/yr
Wean to Feeder
0.34 Ibs/yr
Ibs/yr
Wean to Finish
1.4 Ibs/yr
Ibs/yr
Feeder to Finish
1.67 Ibs/yr
Ibs/yr
Gilts
1.83 Ibs/yr
Ibs/yr
Boars
5.33 Ibs/yr
Ibs/yr
Total 15,080 lbs/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: 171.87
Total N Required 1st Year: 40945.00
Total N Required 2nd Year: 29186.20
Average Annual Nitrogen Requirement of Crops: 35,065.60
Total Nitrogen Produced by Farm: 15,079.68
Nitrogen Balance for Crops: (193985.92)
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 2 year crop rotation
Tract Field Irrigated Soil 1st Crop Time to 1st Crop 1st Crop Lbs N/Ac Lbs N Total Ibs N
Acreage Type Code Apply Yield Ibs N/Unit Residual /Ac Utilized
12nd Crop Time to 2nd Crop 2nd Crop Lbs N/Ac Lbs N Total Ibs N
Code Apply Yield Ibs, N/Unit Residual /Ac Utilized
Total
Lbs N/Ac
Total Ibs N
Utilized
T10569
1
5.54
Rains
D
Feb15-June
150.0
0.9
15
120.00
664.80
N
Sept -Apr
55
1.93
106.15
588.07
226.15
1252.87
T10569
2
3.82
Rains
D
Feb15-June
150.0
0.9
15
120.00
458.40
N
Sept -Apr
55
1.93
106.15
405.49
226.15
863.89
T10569
3
6.69
Rains
D
Feb15-June
150.0
0.9
15
120.00
802.80
N
Sept -Apr
55
1.93
106.15
710.14
226.15
1512.94
T10569
4
7.24
Rains
D
Feb15-June
150.0
0.9
15
120.00
868.80
N
Sept -Apr
55
1.93
106. 55
768.53
226.15
1637.33
T10569
5
3.46
Rains
D
Feb15-June
150.0
0.9
15
120.00
415.20
N
Sept -Apr
55
1.93
106.15
367.28
226.15
782.48
T10569
6
7.41
Rains
D
Feb15-June
150.0
0.9
15
120.00
889.20
N
Sept -Apr
55
1.93
106.15
786.57
226.15
1675.77
T10569
7
2.31
Rains
D
Feb15-June
150.0
0.9
15
120.00
277.20
N
Sept -Apr
55
1.93
106.15
245.21
226.15
522.41
T10569
8
5.06
Rains
D
Feb15-June
150.0
0.9
15
120.00
607.20
N
Sept -Apr
55
1.93
106.15
537.12
226.15
1144.32
T10569
9
3.98
Rains
D
Feb15-June
150.0
0.9
15
120.00
477.60
N
Sept -Apr
55
1.93
106.15
422.48
226.15
900.08
T10569
10
2.61
Rains
D
Feb15-June
150.0
0.9
15
120.00
313.20
N
Sept -Apr
55
1.93
106.15
277.05
226.15
.990.25
T10569
11A
5.34
Goldsboro
C
Mar -Set
6.5
46
299.00
1596.66
L
Sept -Apr
1
50
50.00
267.00
349.00
1863.66
T10569
11B
2.65
Rains
C
Mar -Set
4.5
43
193.50
512.78
L
Sept -Apr
1
50
50.00
132.50
243.50
645.28
T10569
12A
4.29
Goldsboro
C
Mar -Set
6.5
46
299.00
1282.71
L
Se t-A r
1
50
50.00
214.50
349.00
1497.21
T10569
12B
3.43
Rains
C
Mar -Set
4.5
43
193.50
663.71
L
Sept -Apr
1
50
50.00
171.50
1 243.50
835.21
T10569
13A
4.68
Rains
C
Mar -Set
4.5
43
193.50
905.58
L
Sept -Apr
1
50
50.00
234.00
243.50
1139.58
T10569
13B
2.52
1 Norfolk
C
Mar -Sept
6.5
46
299.00
753.48 7
L
Sept -Apr
1
50
50.00
126.00
349.00
879.48
T10569
14
1.66
Goldsboro
D
Feb15-June
156.0
0.95
15
133.20
221.11
N
Sept -Apr
65
2.09
135.85
225.51
269.05
446.62
T10569
20
2.25
Rains
D
Feb15-June
150.0
0.9
15
120.00
270.00
N
Sept -Apr
55
1.93
106.15
238.84
226.15
508.84
T10569
Pivot 21
36.07
Rains
D
Feb15-June
150.0
0.9
15
120.00
4328.40
N
Se t-A r
55
1.93
106.15
3828.83
226.15
8157.23
T10569
Sub 1A
2.13
Rains
D
Feb15-June
150.0
0.9
15
120.00
255.60
N
Sept -Apr
55
1.93
106.15
226.10
226.15
481.70
T10569
Sub 1B
1.55
Rains
D
Feb15-June
150.0
0.9
15
120.00
186.00
N
Sept -Apr
55
1.93
106.15
164.53
226.15
350.53
T10569
Sub 2A
1.27
Rains
D
Feb15-June
150.0
0.9
15
120.00
152.40
N
Sept -Apr
55
1.93
106.15
134.81
226.15
287.21
T10569
Sub 2B
2.83
Rains
D
Febl5-June
150.0
0.9
15
120.00
339.60
N
Se t-Apr
55
1 1.93
106.15
300.40
226.15
640.00
T10569
Sub 3
3.06
Rains
D
Feb15-June
150.0
0.9
15
120.00
367.20
N
Sept -Apr
55
1.93
106.15
324.82
226.15
692.02
T10569
Sub 4
1.75
Rains
D
Feb15-June
150.0
0.9
15
120.00
210.00
N
Sept -Apr
55
1.93
106.15
185.76
226.15
395.76
T10569
Sub 5
3.08
_Rains
C
Mar -Set
4.5
43
193.50
595.98
L
Sept -Apr
1
50
50.00
154.00
243.50
749.98
T10569
Sub 6
3.11
Rains
C
Mar -Sept
4.5
43
193.50
601.79
L
Sept -Apr
1
50
50.00
155.50
243.50
757.29
T10569
Sub 7
1.78
Norfolk
C
Mar -Sept
6.5
46
299.00
532.22
L
Sept -Apr
1
50
50.00
89.00
349.00
621.22
T10569
Sub 8
11.93
Rains
D
Feb15-June
150.0
0.9
15
120.00
1431.60
N
Sept -Apr
55
1.93
106.15
1266.37
226.15
2697.97
T7859
Fld1
28.37
Rains
D
Feb15-June
150.0
0.9
15
120.00
3404.40
N
Se t-A r
55
1.93
106.15
3011.48
226.15
6415.88
Totals: 171.87 24385.61 16559.39 40945.00
3(a) of 11

Reception Area Specifications Year 2 of a 2 year crop rotation
Tract Field Irrigated Soil 1st Crop Time to 1st Crop 1st Crop Lbs N/Ac Lbs N Total Ibs N
Acreage Type Code Apply Yield Ibs N/Unit Residual /Ac Utilized
2nd Crop Time to 2nd Crop 2nd Crop Lbs N1Ac Lbs N Total Ibs N
Code Apply Yield Ibs N/Unit Residual /Ac Utilized
Total
Lbs N/Ac
Total lbs N
Utilized
T10569
1
5.54
Rains
O
A r-Se t15
37.0
3.87
143.19
793.27
0.00
0.00
143.19
793.27
T10569
2
3.82
Rains
O
A rSe t15
37.0
3.87
143.19
546.99
0.00
0.00
143.19
546.99
T10569
3
6.69
Rains
0
A r-Se t15
37.0
3.87
143.19
957.94
'
0.00
0.00
143.19
957.94
T10569
4
7.24
Rains
0
A r-Se t15
37.0
3.87
143.19
1036.70
"
0.00
0.00
143.19
1036.70
T10569
5
3.46
Rains
0
A r-Se.t15
37.0
3.87
143.19
495.44
0.00
0.00
143.19
495.44
T10569
6
7.41
Rains
0
A r-Se t15
37.0
3.87
143.19
1061.04
0.00
0.00
143.19
1061.04
T10569
7
2.31
Rains
O
1 A pr-Se t15
37.0
3.87
143.19
330.77
*
0.00
0.00
143.19
330.77
T10569
8
5.06
Rains
0
A r-Se t15
37.0
3.87
143.19
724.54
0.00
0.00
143.19
724.54
T10569
9
3.98
Rains
0
A r-Se t15
37.0
3.87
143.19
569.90
*
0.00
0.00
143.19
569.90
T10569
10
2.61
Rains
0
A r-Se t15
37.0
3.87
143.19
373.73
'
0.00
0.00
143.19
373.73
T10569
11A
5.34
Goldsboro
C
Mar -Set
6.5
46
299.00
1596.66
L
Sept -Apr
1
50
50.00
267.00
349.00
1863.66
T10569
11B
2.65
Rains
C
Mar -Set
4.5
43
193.50
512.78
L
Sept -Apr
1
50
50.00
132.50
243.50
645.28
T10569
1 12A
4.29
Goldsboro
C
Mar -Sept
6.5
46
299.00
1282.71
L
Sept -Apr
1
50
50.00
214.50
349.00
1497.21
T10569
12B
3.43
Rains
C
Mar -Set
4.5
43
193.50
663.71
L
Sept -Apr
1
50
50.00
171.50
243.50
835.21
T10569
13A
4.68
Rains
C
Mar -Set
4.5
43
193.50
905.58
L
Sept -Apr
1
50
50.00
234.00
243.50
1139.58
T10569
13B
2.52
Norfolk
C
Mar -Sept
6.5
46
299.00
753.48
L
Sept -Apr
1
50
50.00
126.00
349.00
879.48
T10569
14
1.66
Goldsboro
0
A r-Se t15
38.0
3.91
148.58
246.64
'
0.00
0.00
148.58
246.64
T10569
20
2.25
Rains
0
A r-Se t15
37.0
3.87
143.19
322.18
0.00
0.00
143.19
322.18
T10569
Pivot21
36.07
Rains
0
A r-Se t15
37.0
3.87
143.19
5164.86
*
0.00
0.00
143.19
5164.86
T10569
Sub 1A
2.13
Rains
0
A r-Se t15
37.0
3.87
143.19
304.99
*
0.00
0.00
143.19
304.99
T10569
Sub 1B
1.55
Rains
0
Apr -Sep t15
37.0
3.87
143.19
221.94
*
0.00
1 0.00
143.19
221.94
T10569
Sub 2A
1.27
Rains
0
Apr-Sept15
37.0
3.87
143.19
181.85
*
0.00
0.00
143.19
_
181.85
T10569
Sub 2B
2.83
Rains
0
A r-Se t15
37.0
3.87
j
143.19
405.23
*
0.00
0.00
143.19
405.23
T10569
Sub 3
3.06
Rains
0
Apr -Se t15
37.0
3.87
143.19
438.16
*
0.00
0.00
143.19
438.16
T10569
Sub 4
1.75
Rains
O
A r-Se t15
37.0
3.87
143.19
250.58
0.00
0.00
143.19
250.58
T10569
Sub 5
3.08
Rains
C
I Mar -Set
4.5
43
193.50
595.98
L
Sept -Apr
1
50
50.00
154.00
243.50
749.98
T10569
Sub 6
3.11
Rains
C
Mar -Set
4.5
43
193.50
601.79
L
Sept -Apr
1
50
50.00
155.50
243.50
757.29
T10569
Sub 7
1.78
Norfolk
C
Mar -Set
6.5
46
299.00
532.22
L
Sept -Apr
1
1 50
50.00
89.00
1 349.00
621.22
T10569
Sub 8
11.93
Rains
0
Apr-Septl5l
37.0
3.87
143.19
1708.26
0.00
0.00
143.19
1708.26
T7859
Fldl
28.37
Rains
0
A r-Se tl6
37.0
3.87
143.19
4062.30
*
0.00
0.00
143.19
4062.30
Totals: 171.87 27642.20 1544.00 29186.20
3(b) 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
E
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.
4of11

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications
PAN/ r/animal Farm Total/yr
3927 Farrow to Wean
0.8 3141.6
Farrow to Feeder
0.96
Farrow to Finish
3.9
Wean to Feeder
0.07
Wean to Finish
0.27
Feeder to Finish
0.34
Gilts
0.39
Boars
0.55
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 3141.6 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 15708 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre, you will need-52 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 125.664 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
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.
Tract
Hydrant
Soil
Type
Cro
T10569
1
Rains
D
T10569
2
Rains
D
T10569
3
Rains
D
T10569
4
Rains
D
T10569
5
Rains
D
T10569
6
Rains
D
T10569
7
Rains
D
T10569
8
Rains
D
T10569
9
Rains
D
T10569
10
Rains
D
T10569
11A
Goldsboro
C
T10569
11 B
Rains
C
T10569
12A
Goldsboro
C
T10569
12B
Rains
C
T10569
13A
Rains
C
T10569
13B
Norfolk
C
T10569
14
Goldsboro
D
T10569
20
Rains
D
T10569
Pivot 21
Rains
D
T10569
Sub 1A
Rains
D
T10569
Sub 1 B
Rains
D
T10569
Sub 2A
Rains
D
T10569
Sub 2B
Rains
D
T10569
Sub 3
Rains
D
T10569
Sub 4
Rains
D
T10569
Sub 5
Rains
C
T10569
Sub 6
Rains
C
T10569
Sub 7
Norfolk
C
T10569
Sub 8
Rains
D
T7859
Fld1
Rains
D
Application Rate
in/hr
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.4
0.4
Application Amount
* inches
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
6of11

Additional Comments:
This plan revised to show a recalculation of the wetted acres due to two new
ditches placed in the fields and to reflect the current 2roduction and application
rates as listed on the NCSU Nutrient Management website.
Applications to the subfields are optional.
This plan revised 11/5/2020 to reflect a crop change from row crops to
bermudagrass hay with overseed hay for pulls 11A-13B and subfields 5-7.
Also, a small grain hay crop may be planted in these pulls/fields during the
Fall/Winter season of 2020-2021 until the bermuda rass is sprigged in the
Spring of 2021. The application rate for this small grain hay crop shall be a
maximum of 100 IbsPAN/acre and applied from Sept -April.
All other parameters remained the same as in the previous plan in which the
production and application rates were updated to the current rates as listed
on the NCSU Nutrient Manaaement website as of 4/30/2015.
This plan revised 8/24/2023 to reflect the relocation of existing hydrants 11A-
13B and to reflect the removal of acreage in field 8 due to a clay borrow area,
and from field 5 due to the refrigerated mortality storage unit.
This plan revised 4/23/2024 to reflect the addition of T7859 FId1. All other
parameters remained the same.
Any/all fields listed as "Optional Fields" are not required to be in any of the
crops listed in this plan unless they are actively being applied to or will be
applied to.
7of11

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: 3510; AWS820442
Owner: Murphy -Brown, LLC dba Smithfield Hog Production
Manager-.
Owner/Manager Agreement:
Uwe understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. I/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWR before the new
animals are stocked.
I/we understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWR upon request.
Name of Facility Owner:
Signature:
Murphy -Brown, LLC dba Smithfield Hog Production
Name of Manager (if different from owner):
Signature:
Name of Technical Specialist:
Affiliation:
Address:
Telephone
Signature:
M. Kevin Weston
Smithfield Hog Production Division
2822 Hwy 24 West, PO Drawer 856
Warsaw, NC 28398
[phone]
Date
Date
;gezy
Date
8of11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
2 There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of the waste, he/she shall provide
evidence of an agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the responsibility of the
owner of the waste production facility to secure an update of the Nutrient Utilization Plan
when there is a change in the operation, increase in the number of animals, method of
application, recieving crop type, or available land.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic
crop yields based upon soil type, available moisture, historical data, climatic conditions,
and level of management, unless there are regulations that restrict the rate of applications
for other nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land eroding at more than 5 tons per acre per year but less than 10 tons
per acre per year provided grass filter strips are installed where runoff leaves the field
(See USDA, NRCS Field Office Technical Guide Standard 393 - Filter Strips).
5 Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the land application field.
When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland. When waste is applied to conservation tilled
crops or grassland, the waste may be broadcast provided the application does not occur
during a season prone to flooding (See "Weather and Climate in North Carolina" for
guidance).
Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control odor and
flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
9 of 11

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

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
17 A protective cover of appropriate vegetation will be established on all disturbed areas (lagoon
embankments, berms, pipe runs, etc.). Areas shall be fenced, as necessary, to protect the
vegetation. Vegetation such as trees, shrubs, and other woody species, etc., are limited to areas
where considered appropriate. Lagoon areas should be kept mowed and accessible. Berms and
structures should be inspected regularly for evidence of erosion, leakage, or discharge.
18 If animal production at the facility is to be suspended or terminated, the owner is responsible for
obtaining and implementing a "closure plan" which will eliminate the possibility of an illegal
discharge, pollution and 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 once every three
yeares at crop sites where waste products are applied. Nitrogen shall be the rate -determining
nutrient, unless other restrictions require waste to be applied based on other nutrients, resulting
in a lower application rate than a nitrogen based rate. Zinc and copper levels in the soil shall be
monitored and alternative crop sites shall be used when these metals approach excessive levels.
pH shall be adjusted and maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste application records shall be
maintained for a minimum of three years. Waste application records for all other waste shall be
maintained for a minimum of five years.
23 Dead animals will be disposed of in a manner that meets North Carolina regulations.
11 of 11

Farm 3510
A20442
Wetted Acre
10
Total Field 4 - 8.34 Am
Wetted = 6.59 Ac.
Total Field 5 - 17.39 Am Sub 4 1.75 Am
Wetted o 14.31 Am -7
Sub 5 - 3.08 Am
Total T7859 Fid 1 - 28.37 Am
Refrigerated
Mortality St,
75' Resldencial
Property Line -
Setback
7 13A 12A A
nt 11A
13P)
i
Total Field 7.6 4.30 Ac. j
Wetted = 2.52 Am �{�
Sub 7=1.78Aa
Total field 6 = 9.19
Wetted = 6.08 Am
Sub 6�3.11 Am
SoeoiOcations: Pulls
Various Travelers w/Nelson 150
w/1.08" Nozzle O 60 PSI
160 GPM; 300' WD
(Based on Field Calibrations)
Lane Spacings- 240' & 270'
Specifications: Pivot
3 Span Volley Standard Pivot 8000
Machine Length - 651.5'
End gun radius - 103.2'
Pivot Pressure - 45 PSI
Total Flow - 650 GPM
(474.5 GPM Machine + 175.5 GPM End Gun)
Total Field 3 = 10.43 Am
Wetted 7.37 Am
Sub 3 : &06 Am
Total Field 28 = 10.24 Am
Wetted 7.41 Am
Sub 28 = 2.83 Am
4
7
Ditch
Pull/Pivot Acres
1 5.54
2 182
3 6.69
4 7.24
5 3.46
6 7.41
7 2.31
8 5.06
9 3.98
10 2.61
11A 5.34
11B 2.65
12A 4.29
128 3.43
13A 4.68
13B 2.52
14 1.66
20 2.25
Plvot 21 36.
--Total 1 1.
Ditches
r Ditch
Total Field 2A - 11.97 Am
Wetted 10.70 Am
Sub 2A 1.27 Am
--- Ditch
Total Field 16 - 12.06 Am
Wetted = 10.51 Am
Sub
18-1.55Am
3
Total Field 1A - 7.67 Am
Wetted - 5.54 Am
Sub 1A-2.13Am
itch
2 D/�++.
Residences
w/200' setbacks
Clay
orn<
1 J Area
1 1 \ J zo
14
,� ,Q/ '1q
Pivot 21
3%
30.61 Am w/o end gun
36.07 Am w/end gun Total Field 8 s 51.91 Am
End Gun - Degrees Off a 172.8 Wetted . 39.96 Am
End Gun - Degrees On = 187.2 Sub B = 11.93 Am

4/2024 - Added 77859 Fid 1 (Aerway Acres); wetted corsage calculations remain
IN FEET) the some as In the current irrigation System Design Parameters dated 8/23/2023,
8/2023 - Moved existing hydrants (11A-136)
1 inch = 600 ft. a�2Added End Ditch-den _►Mle 2 and 5 do 6

Farm, 3510
A 2
WOW Acm
Totd T7669 Fid 1 - 25M Ac.
P7V R�atddandd
tfrecicy S� ule
Totd fldd 4 - &34 Ac.
Wetted - &W Ac.
Tatd Field 5 - 17-V Am Sub 4 - 1.75 Ac.
Wetted - 14.31 Aa 7 Sub 5 - 3.00 Ac.
' Total 4W
1lretted -. a 10.43 AG
7.37 Ac.
- &05 A&
701af FWd 25 - 10.24 Ae.
vWtsd - 7.41 Ac
Sub 28 - 2A3 Aa
wartdft 5
pa/pint
2
v
&82
4
7 24
a
3.45
7
i�
6
5.06
P
&OR
10
251
11A
a.34
lie
2.65
12A
129
'Jy423�
_
139
252
10 14
1.56
20
225
7
Drlors
Told FM 2A - 1197 Aa
WattW - 10,70 A0.
9ob2Aa1.27Am
01kah
Totd Find 19 - 12.06 Am
�\ S b1 - 1.66 At.
\ ' 13A 3
Residence ! 1ZO, TTut FiWd ad S54 .67 Ac.
w/700' aeteadw 11A Vkft51+b 1A 213 Ao.
1 / 129 2'
11B w
Clay
/ Arse
Toil FWd 7 - 4.30 Ac. pp
WetNd = 2.52 Ac
Sub 7 - 1.78 Am.
Tote Flag S - Q.19
Wetted = 6.05 Ac.
S16 6 - 111 AM
Sbedaoatiane RAW
Varian Tramerm w/Ndson 15D
W/1.08- N=Zle O 60 PSI
180 6PM: 3W wD
(eased an Raid CaftaUsm)
La" $p**#ge- 240' & 27V
m " lord Phrot GOOD
alac k+s Wgth - 651.5-
End gun rodils - 103 2'
Pivot Preewe - 45 PSI
Totd flow - 650 GPM
(474.5 GPM MaeWe + 17&5 GPM End Gun)
GRAPHIC SCALE
600 0 300 600 12M
( IN FEAT }
1 inch = 600 M
14
n
'Totd FWd a - 51.91 Ae.
Mtrtted - 30.95 Ac.
Sub 6 - 11.93 Ae.
�

�
)24 - Addad T7WQ Fld 1 (Aerway AcmN wetted aaroga mladcUorm rwnqb
emw w b the o t krWdon1�iWm )0�' Ra>rmhAve dotal OMIM&
]16 - Added End Gm � off/onn5 - Dkdlse added between pu11e 1 h 2 awl 5 & 6
Pivot 21
>K
30.61 Ao. w/o end gun
3&07 Ac. a/end gun
End Om- Degl).�.«rws OnOff � 18�7.2