820005_Application_20191223

December 23, 2019
Christine Lawson
NCDEQ Division of Water Resources
1601 Mail Service Center
Raleigh, NC 27699-1601
Subject: Kilpatrick Farm
Facility #82-5
AWS820005
CAVANAU13H
Modification to Swine Digester Animal Waste Management System
Dear Ms. Lawson,
Cavanaugh & Associates, P.A., on behalf of Smithfield Foods, Inc, hereby submits the following
application to NCDEQ Division of Water Resources for review of the New Swine Digester Animal Waste
Management System application package for Kilpatrick Farm. The subject project is located in Sampson
County, North Carolina.
To facilitate your review of the enclosed documentation, the following is an itemized breakdown:
1. One (1) original 'New Swine Digester Animal Waste Management System' application form.
2. One (1) copy of the engineering calculations.
3. One (1) copy of a detailed narrative of the Swine Digester Animal Waste Management System.
4. One (1) copy of the FEMA FIRM map labeled with the 'Proposed Digester Site'.
5. One (1) copy of the permit form Section 3.6 components.
6. One (1) full-size set of the 'New Swine Digester Animal Waste Management System Plans', as well as
one (1) 11"x17" set.
As marked in the 'New Swine Digester Animal Waste Management System' application form attached
with this package, Section 3.3 of the form has not been filled out because there are no proposed swine
treatment/storage structures for this project; one of the existing lagoon structures will be converted to
an anaerobic digester.
Please do not hesitate to contact our office should you have any questions, comments, or require any
additional information.
Regards,
Cavanaugh & Associates, P.A.
44 0 aff OJr«
Jeff P. Cappadona, P.E.
Attachments
cc: Kraig Westerbeek
DEC 232019
Cavanaugh & Associates, P.A., 1213 Culbreth Dr., NC 28405, [phone], Fax [phone], www. cavanaugh com

Na rrativa
Kilpatrick Farm will utilize existing barns with slotted floors over flushing pits to collect manure. Upon
flushing, waste will gravity flow through a 12" PVC (DR 35) pipe to the mixing pump station. The mixing
pump station will utilize two 15 hp GEA pumps, each capable of flow rates up to 1,600 gpm, where
waste will be mixed and pumped into the anaerobic digester (61,050 cubic yards total volume, 47,733
cubic yards volume at freeboard). In the event of pump failure, a bypass will gravity flow waste using an
existing 12" PVC (DR 35) pipe to the anaerobic digester to prevent overflow of the mixing pump station.
After treatment in the anaerobic digester, effluent will be pumped through a 6" HDPE (DR 17) forcemain
by two 10 hp GEA pumps, with a typical flow of approx. 88 gpm, which will connect to the existing 3"
forcemain system that pumps to the existing 'Waste Lagoon 2"d Stage'. Waste will then be irrigated in
accordance with the waste utilization plan.

New Swine Digester Animal Waste Management System
1. GENERAL INFORMATION:
1.1 Facility name: Kilpatrick Farm
1.2 Print Land Owner's name: Murphy Brown, Inc.
1.3 Mailing address: 1457 K Bryan Rd
City, State: Magnolia, NC Zip: 28453
Telephone (include area code): () - Fax: Email:
1.4 Physical address: 1457 K Bryan Road
City, State: Magnolia, NC Zip: 28453
Telephone number (include area code): O -
Latitude 34.8927' Longitude 78.1630' (Decimal Degrees From Google Earth)
1.5 County where facility is located: Sampson
1.6 Facility location (directions from nearest major highway, using SR numbers for state roads): From the intersection of NC 24
and Union Rd. in Turkey, NC off of Exit 364 on I-40 head south on Union Rd. 0.3 miles continue onto Needmore Rd. for
4.9 miles, turn left onto Waycross Rd for 3.6 miles, turn left onto K. Bryan Rd. for 1.5 miles, and turn left onto Kilpatrick
Ln.
1.7 Farm Manager's name (if different from Land Owner): Jordan Heath
1.8 Lessee's / Integrator's name (if applicable; circle which type is listed):
1.9 Facility's original start-up date: Date(s) of facility expansion(s) (if applicable):
1.10 Design Contact name: Gus Simmons Phone [phone] Email: gus.simmonsa cavanaughsolutions.com
2. OPERATION INFORMATION:
2.1 Facility number: 82-5
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 No. of Animals
® Wean to Finish 13,336
❑ Feeder to Finish
i . I .• .. SxTon.,
Finish t=,.}ni
Gilts
I;o:rr
; C '19a los
l
2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system):
Required Acreage (as listed in the CAWMP): 150* Acres (*From 2007)
Existing Application Area (pre construction): 153.07 Acres
Page 1 of 6

New Swine Digester Animal Waste Management System
Proposed Application Area (after construction): 153.07 Acres
Is there a change to the existing WUP? YES or NO (circle one)
Is the Existing WUP attached? YES or NO (circle one)
Is the New (if applicable) WUP attached? YES or NO (circle one)
2.4 List and Describe all Storage/Treatment Structures Below:
a. DIGESTER or PRIMARY TREATMENT:
Treatment
Existing?
(Y�)
Name of
Type of
Liner
Surface
Area
Type of Cover
Ttl Capacity
Req'd
Capacity
Unit hype
Treatment Unit
Material
(s.f.)
Material
(cu. ft.)
(cu. ft.)
Y
(Existing
Digester
lagoon
being
Digester
Synthetic
185,103
Synthetic (80 mil)
1,219,396
370,652
converted
dicester)
Select
Select
Select
Select
Select
Select
b. SECONDARY STORAGE:
Name of Storage
ExYt� ?
Type of Liner
Surface Area
Ttl Capacity
Req'd Capacity
Unit
Material
(cu. ft.)
(cu. ft.)
Waste Lagoon 2"
Y
Synthetic
152,923
1,170,388
1,029,023
Sta_e
Select
Select
Select
2.5 Are KNOWN subsurface drains present within 100' of any application fields? YES or NO (circle one)
2.6 Are KNOWN subsurface drains in the vicinity or under the waste management system? YES or NO (circle one)
2.7 Does this facility meet all applicable siting requirements? (See 3.3 for checklist) YES or NO (circle one)
2.8 Describe Water Movement between Barns, Digesters, and Storage Ponds
Location
Pump Station or
Gravity
pipe Size
Minimum Pump
Ca acitr�
Plan Sheet
Reference
GPM
TDH
Barns to Digester
Gravity
12"
C.2.10.1
Digester to Secondary
Pump Station
6", connected
to 3" existill
88
45
C.2.10.1
Select
Select
Select
Select
Select
Select
Page 2 of 6

New Swine Digester Animal Waste Management System
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.
Applicants Initials
3.1 One completed and signed original of the application for Swine Digester Animal Waste
Management System Application Form.
3.2 One copy of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied and a county road map with the location of
the facility indicated.
N/A, see cover letter
3.3 Documentation that proposed swine treatment/storage structures (NEW) meet the Swine Farm
Siting Act, including a site map. The scale of this map shall not exceed 1 inch = 400 feet. Site
Map included? YES or NO
All proposed digesters to occupied residences > 1500 feet OR no closer than existing setback.
Existing setback = feet YES or NO
All proposed digesters to schools, hospitals, churches, outdoor recreational facilities, national
parks, state parks, historic properties, or child care centers > 2500 feet OR no closer than
existing setback. Existing setback = feet YES or NO
All proposed digesters to property boundaries > 500 feet OR no closer than existing setback.
Existing setback = feet YES or NO
All proposed digesters to Public Water supply wells > 500 feet. YES or NO
The map shall show the location of any property boundaries and perennial streams or rivers
located within 75 feet of waste application areas. YES or NO
3.4 One copy of all engineering documents, including, but not limited to, calculations,
equipment specifications, plan and profile drawings to scale, construction materials,
supporting equations or justifications. Drawings shall be submitted (1) copy 2406
AND (1) Copy 11x17.
3.5 One copy of a detailed narrative of the Swine Digester Animal Waste Management System.
3.6 One copy of the CAWMP. The CAWMP must include the following components. Some of
these components may not have been required at the time the facility was certified but should be
added to the CAWMP for permitting purposes:
3.6.1 The Waste Utilization Plan (WUP) must include:
• The amount of Plant Available Nitrogen (PAN) produced and utilized by the facility
• The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
• A map of every field used for land application
• The soil series present on every land application field
• The crops grown on every land application field
• The Realistic Yield Expectation (RYE) for every crop shown in the WUP
• The PAN applied to every application field
• The waste application windows for every crop utilized in the WUP
• The required NRCS Standard Specifications for WUPs.
3.6.2 A site schematic. See Plan Sheet C.2.10.1
3.6.3 Emergency Action Plan
3.6.4 Insect Control Checklist with chosen best management practices noted
Page 3 of 6

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 Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your
submittal. (Composting, waste transfers, etc.)
4. ENGINEER'S CERTIFICATION:
I,
(P.E. representing Owner's name listed in question
1.2), attest that this application for Kilpatrick Farm (Facility name listed in question 1.1) has been reviewed by me and is accurate and
complete to the best of my knowledge. 1 understand that if all required parts of this application are not completed and that if all
required supporting information and attachments are not included, this application package will be returned to me as incomplete.
Signature _ _ _
Engineer's Seal
5. FARM OWNER/PERMITTEE CERTIFICATION:
Date
DEC 2 3 2019
I, LL-C __ _ _ (Owner/Permittee name listed in question 1.2), attest
that this app cation for Kilpatrick Farm (Facility name listed m 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 info ration and a ents are not included, this application package will be returned as incomplete.
Signature ZA_ Date la //& /!/9
6. MANy LGEI/S CERTIFICATION: (complete only if different from the Farm Owner)
1, f A �0- •- 9 r c, --> r- L` L- C (Manager's name listed in question 1.7), attest that this
application for Kilp trick Farm (Facility name listed in question 1.1) has been reviewed by me and is accurate and complete to the
best of my knowledge. I understand that if all required parts of this application are not completed and that if all required supporting
information and attacbments are not included, this application package will be returned as incomplete.
Signature Date 1AIP(O_'
Page 4 of 6

THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER RESOURCES
WATER QUALITY PERMITTING SECTION
ANIMAL FEEDING OPERATIONS PROGRAM
1636 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1636
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
7. SURFACE WATER CLASSIFICATION:
This form must be completed by the appropriate DWR regional office and included as a part of the
project submittal information.
INSTRUCTIONS TO NC PROFESSIONALS:
The classification of the downslope surface waters (the surface waters that any overflow from the facility would flow toward) in
which this animal waste management system will be operated must be determined by the appropriate DWQ regional office.
Therefore, you are required, prior to submittal of the application package, to submit this form, with items 1 through 6
completed, to the appropriate Division of Water Resources Regional Operations Supervisor (see page 5 of 5). At a minimum,
you must include an 8.5" by 11" copy of the portion of a 7.5 minute USGS Topographic Map which shows the location of this
animal waste application system and the downslope surface waters in which they will be located. Identify the closest
downslope surface waters on the attached map copy. Once the regional office has completed the classification,
reincorporate this completed page and the topographic map into the complete application form and submit the
application package.
7.1 Farm Name: KLt,atrick Farm
7.2 Name & complete address of engineering firm: Cavanaugh. 1213 Culbreth Dr., Wilmington. NC 28405
Telephone: [phone] Fax: ( ) - Email:vus.simmonsocavanauahsolutions.com
7.3 Name of closest downslope surface waters: Stewarts Creek
7.4 County(ies) where the animal waste management system and surface waters are located: Sampson
7.5 Map name and date: Turkey. 2019
T6 NC Professional's Seal (If appropriate), Signature, and Date: on ma
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: U- T r(5 5-f 5*973
Classification (as established by the Environmental Management Commission):
Proposed classification, if applicable: mil,
Signature of regional office personnel: / �Date:
(All attachments must be signed) �,Gj,,YL%� ��
�19
Page 5 of 6

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EXISTIIi Y
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NAME OF STREAM STREAM CLASS STREAM INDEX
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LOCATION
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LATITUDE:
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GROIJNA
WATERSHED
CLASSIFICATION MAP
PROJECT #: RE19.006
BF GRADY
BIOGAS COLLECTION
CAVANAU G H
DRAWN BY: LJL
KILPATRICK
FARM
Stewardship through innovation
OWNER: MURPHY
FARMS, INC
Cavanaugh & Associates, P.A. 1213 Culbreth Dr.
BD #: SCALE: 1 "=600'
Wilmington, NC 28403
[phone] Fax: [phone] www.cavanaughsolutions.com
DATE: 2019— 7 1

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01/05/07

Kilpatrick Farm Digester Volume Calculation
Project: Kilnatrick Farm
Project No: BE.19.006
Date: 2019-12-12
CAVANAU G H
Location: Sampson County, NC Design By: JPC
Client: Smithfield Checked By: WGS
Elevation (ft) Area (sq. ft.) Incr. Vol r.cu. ft.) Cumul. Vol 'cu. ft.)
111.60
133,209
-
-
112.60
137,851
135,530
135,530
113.60
142,567
140,209
275,739
114.60
147,357
144,962
420,701
115.60
152,221
149,789
570,490
116.60
157,159
154,690
725,180
117.60
162,171
159,665
884,845
118.60
167,257
164,714
1,049,559
119.60
172,417
169.837
1,219,396
120.60
177,651
176,034
1,394,430
Temporary Pool Elevation 121.60
182,959
180,305
1,574,735
122.00
185,103
73,612
1,648,347
Volume At Specific Elevation
Elevation:
120.00 ft
Elevation (ft) Area (sq. ft.)
Cumul. Vol (cu. ft.)
Lower Boundary
119.60 172:417
1,219,396
Upper Boundary
120.60 177,651
m =
5.234
Interpolated Area:
174,511 sq. ft.
.�.`�� •.•'•�^!.• �'�.�.
Incr. Vol (cu. ft.):
69,386 cu. ft.
Incr. Vol (gal):
519.004 gal

*..•
1 of 1

Murphy -Brown, LLC
Sludge Survey Form
Appendix 1. Lagoon Sludge Survey Form
A. Farm or Permit Number: AWS 082005
B. Lagoon I.D. Number: KILPATRICK 3130
C. Person taking measurements: Staff
D. Date of Measurements: 1/16/2018
E. Methods/Devices used for measurement of:
a. Distance from the lagoon liquid surface to the top of the sludge layer: Disk
b. Distance from the lagoon liquid surface to the bottom of the lagoon: Grade Rod
c. Thickness of the sludge layer if making a direct measurement with "core sampler":NA
F. Lagoon Surface Area (using dimensions at inside top of bank): 4 acres
G. Estimate number of sampling points:
a. Less than 1.33 acres: Use 8 points
b. If more than 1.33 acres, 4 acres x 6 = 24 , with max. 40
H. Conduct sludge survey and record data on "Sludge Survey Data Sheet" (App. 2).
a. Start Pump Level: 19.8 inches
b. Stop Pump Level: 24 inches
c. Current Freeboard Level: 26 inches
I. Distance from the max. liquid level to the the present liquid level: 6.2 inches
J. Distance from the max. liquid level to the min. liquid level: 4.2 inches
K. Distance from the present liquid level to the min. liquid level: -0.17 feet
L. Distance from the present liquid level to the lagoon bottom: 8.69 feet
M. Distance from the present liquid level to the top of sludge: 3.98 feet
N. Average thickness of sludge layer: 4.71 feet
O. Thickness of existing Liquid Treatment Zone (M minus K): 4.15 feet
P. If Item N is greater than Item O, half treatment volumes must be determined.
If Item N is less than or equal to item O, you do not have to determine volumes.
Completed by:
Print Name
Signature Date

CAVANAU G H
Stewardship Through Innovation
11
i"?
lpatk Farm
�, 1%.ML ".
Pump station
Calculations
Project No.: BE.19.006
;
1 21 3 CULBRETH DR. • WILMINSTON, NORTH CAROLINA 28405 • 91 0.392.4462 • 910.392.461 2
WWW.CAVANAU13HSOLUTIONS.COM

CAVANAUGH
Pump System Design Spreadsheet - C = 120
Project t: Patrick Farm
Location: Samson County N[
Design By: J41C
Project No: BE.19 006
_ _�
_ _
Client Smithfield
Checked By: 12G8
Date: 2419-12-10
Description: Effluent Pum: Station
System Reoulremerds
System
Pipe 1
Pipe 2
Pipe 3
Length of Pipe
156
it
1,058
it
R
Daily Flow Rate
=
gpd
Pipe Diameter
6
in
3
in
in
Design Period
=
firs
Elevation Difference
14.50
it
gpm
gpm
Average Flow
=
:00
gpm
BASIS
OF DESIGN
Pipe Area
0.196
g'
!additional flaw)
(additional flow)
Peaking Factor
=
1 00
C
1_..
Peak Flow
=
..:
gpm
Velocity At Selected Flow (It/sec)
46
a 92
Noale Head
=
0.00
it
Pump Chosen:
Pressure Head
=
0.00
R
'4-7 Ore
Duty Paints: 1 Pump: 88 gpm Q 44.89 Q 1 ftlsec
2 Pumps. 51 gpm 6R 25.43 ft, 0.58 ftlsec
Step:
:O
Manufacturer's
System Curve
Pump Curve Data
Fred" Head Friction Head Friction Head
Velocity Head
Flow Rate
Flow Rate
Velocity
Elevation Head
Pipe 1
Pipe 2 Pipe 3
(Submerged) Fitting/Valve Head
N=Ie Head
Pressure Head
TDH
TDH
SGPM)_
(fts/sec)
(fit-.)
(it)
(6)
_
A-*
(ft)
Aft-)
(it)
(it)
(it)
0
0.00
0
_
14.50
0.00
OA0 -
0.00
0.00
0.00
0.00,
14.50
50�
20
0.04
0.23
14.50
0.01
1.93 -
MO
0.00
0.00
0.00
16.44
40
0.09
0.45
14-50
0.04
6.94 -
0.00
0_02
0.00
0,00
21.50
60
0.13
0. 88
14.50
0.07
14.70 -
0.00
0.04
0.00
0.00
29.31
80
6.18
0.91
14.50
0_13
25 D3 -
0.00
0.08
OAO
0.00
39.73
100
0.22
1.13
14.SO
0.19
37.82 -
0.00
0.12
0.00
0.00
52,63
a8 ;
190
0.27
1.36
14.60
0.27
52.99 -
0.00
0_17
0.00
0.00
67-92
140
D.31
1.59
14.50
0.36
70.47 -
0.00
0.23
0.00000
85.56
160
0.35
1.82
14.50
0.45
90.22 -
0.00
0.30
0.00
0.00
105.48
450
180
CAD
2.04
14.50
0.57
112.18 -
0.00
0.39
0.00
0.00
127.63
200
0.45
2.27
14.50
0.69
136.33
0.00
0.48
0.00
0.00
151.99
42.0
220
DA9
2.50
0.82
162.61 -
0.00
0.58
0.00
0.00
178.51
240
0.53
2.72
_14.50
14.50
0.96
191.01
0.00
0.69
0.00
0.00
20716
260
0.58
14.50
1.12
221.50 -
0.00
0.8D
0.00
0.00
237.92
400
280
0.62
_2.95
3.18
14.50
1.28
254.05
ODD
0.93
0.00
0.00
270.76
300
067
3.40
14.50
1.46
288.63 -
0.00
1.07
0.00
0.00
305.66
3tt.0
320
0,71
3.63
14:50
1.64
325.24
0.00
1.22
0.00
0.00
342AD
340
0.76
3.86
14.50
1.83
363.84
0.00
1.38
0.00
O.OD
381.55
360
0.80
4.09
14.50
204
404.42
0.00
1.54
0.00
0.00
422.50
35.0
380
0.85
4.31
14.50
. - 2.25
446.96 -
0.00
1.72
2-00
0.00
465.44
400
0.89
4.54
14.50
2.48
491.45
0.00
1.90
0.00
0.00
610,34
310
420
0.94
4.77
14.50
2.71
537.88
0.00
2.10
0.00
0.00
557.19
440
0.96
4.99_
14.50
2.96
58622
0.00,
2.30
0,00
0�00
605.98
460
1.02
5.22
14.50
3.21
636.46 -
0.00
2.52
0.00
O.OD
656.69
28.0
480
1.07
5.46
14-50
3.47
688.60
OAO
2,74
0.00
0.00
709.32
500
1.11
6.67
14.50
3.74
742.62
0.00
2.97
0.00
O.OD
763.84
250
520
1.16
5.90
14.50
4.03
798�51 -
0_00
322
CAM
0.00
82025
540
1.20
6.13
14.50
4.32
856.25 -
0.00
3.47
0.00
O.OD
878.54
560
1.25
6.35
14.50
4�62
915.84 -
0.00
373_
0.00
O.OD
938.68
200
680
1.29
6.58
14.50
4.93
97727 -
0.00
4.00
0.00
O.OD
1,000.70
Soo
1.34
6_81
14.50
5_25
1_040_52
0.00_
4_29
_0.00
0.00
1 0_ 64.55
1&0
1.38
7.04
14.50
5.57
1,105.60 -
0.00
4.57
0.00
O.OD
1,130.25
_620
640
1.43
726
14.50
5.91
117`AII -
0.00
4.87
D.00
0.00
1I197.76
660
1.47
7.49
14.50
6.26
1,241.16
.-00
5.1B
0.00
0.00
1,267.10
110
680
1.52
7.72
14.50
6_61
1.311.64
OA0
5.50
0.00
0.00
1y338.25
700
1.56
7.94
14.50'
6.98
1,383.90 -
0.00
5.83
0.00
0.00
1,411.20
5.0
720
1.60
6_77
14.50
7.35
1457.93 -
0.00
8-17
0.00
0.00
y485�95
740
1.65
8.40
14.50
7.73
1,533.74 -
0.00
6.62
0.00
0.00
1,582.49
760
1.69
6.62
14.50
8_12
7 6y11.30
0.00
6.87
g_00
100
1u64D�80
780
1. 44
8_
85
14_50
6.52
1,690.63 -
0.00
Z24
0_00
D.00
1,72D.89
800
1.78
9.08
14_50
8.93
17 71_69 -
0.00
7.61
boo
0.00
1,802.14
820
1.83
9.31
14.50
9.35
1,854.50
0.00
8.00
0.00
0.00
1,886.36
840
1.87
9.53
14.50
9.78
1,939.05
0.00
8.40
0.00
0.00
1 971.72
860
1.92
9.76
14. 00
10.21
2,025.32 -
O.OD
8.80
0.00
6. 00
2,058.84
880
1_96
9�99
1450
10.66
_2,113.32 -
0.00
9_21
6.00
0.00
2_147_69
900
2.01
10.21
14.50
11.11
2,203.03
O.OD
8.
0.00
0.00
2,238.28
920
TO-570.44
1450
11.57
9P94.46 -
0.0D
50.07
0.00
0.00
233,0.60
940
2.09
10.67
14.50
12.04
2,387.58 -
0.00
10.51
0.00
0.00
2,424.64
Duty Points:
1 Pump 88 0.20 1 00
14.50
0 15
30.15 -
2 Pumps 51 Oil 0.58
14.50
0.05
10.84 -
FittinaNalve Head:
Size Oni Descriotian
K Factor
DIY
Total K
6 Gate Valve
0.12
0
0.00
6 Check Valve
0'75
1
0.75
6 Ball Valve
0.05
0
0.00
6 Butterfly Valve
0.68
0
0.00
6 Plug Valve
0.27
1
027
6 90' Elltow
0.45
5
225
6 45• Elltow
0.24
0
0.00
6 Tee (Branch)
0,DO
1
0.90
6 Tee(Run)
0.30
0
0.00
6 Pipe Entrance
0.78
1
0.78
6 Pipe Ent
1.DO
1
1.00
8 Tee (Run)
028
D
0.00
8 45• Elbow
0.22
0
0.00
8 Check Valve
0.22
0
0.00
8 Plug Valve
0.78
0
0.00
- 12" x 8" Reducer
1.B9
0
0.00
12 Tee(Run)
0.23
0
0.00
12 45' Elbow
0.23
0
0.00
12 Plug Valve
0.39
0
0.00
12 90• Elbow
0.78
0
0.00
12 Pipe Exit
1.00
0
0.00
Total K: 5.95
0.00 0.09 D.C. 1100
000 0.03 000 ti p0
FittingNalve Head = K (v' 12g)
44.89
25.43
1 of 2

70.0
M
50.0
as
40.0
m
E 30.0
cc
�a
� 20.0
10.0
0.0
Kilpatrick Farm
Effluent Pump Station
Pump Vs. System Curve
4" Hog Manure
S;
CAVANAUGH
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0
O O 0 0 O 0 0 LO O LO O LO 0 M 0 in 0 0 0 0 O LO 0 0 O M 0
T T N N M M U") U7 O CO i- Il- w w O O O O T T N N M M d '-T LO
T T T T T' T T T T T T
Flowrate (gpm)
System Curve 1 Pump —2 Pumps
2 of 2

Murphy -Brown, LLC 4/29/2019 2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
NUTRIENT UTILIZATION PLAN
Grower(s):
Farm Name:
Murphy -Brown, LLC
Kilpatrick f Merritt, AWS820005
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Wean to Finish 18419
Feeder to Finish
Gilts
Boars
Qf_­Qtn ij-h im- Anaerobic
Storage Period:
Application Method:
>180 days
Irrigation
_agoon
DEC 2 3 2019
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 Fr—oduced E2rAnimal Total
Farrow to Wean
3203 gaVyr
gal/yr
Farrow to Feeder
3861 gal/yr
galtyr
Farrow to Finish
10478 gaVyr
gaVyr
Wean to Feeder
191 gaVyr
gaVyr
184191 Wean to Finish
776 gaVyr
14,293,144 gal/yr
Feeder to Finish
927 galtyr
gal/yr
Gilts
1015 gaVyr
galtyr
Boars
2959 allyr
gai/yr
Total 14,293.1 d4 altyr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
Capacity Ty Pe Nitrogen Produced r Animal Total
-T
Farrow to Wean
3.84 lbstyr
lbstyr
Farrow to Feeder
6.95 Ibs/yr
lbstyr
Farrow to Finish
18.86 lbstyr
lbstyr
I Wean to Feeder
0.34 lbstyr
lbstyr
18419
Wean to Finish
1.4 lbstyr
25,787 lbstyr
Feeder to Finish
1.67 Ibs/yr
Ibs/yr
Gifts
1.83 Ibs/yr
Ibs/yr
Boars
5.33 lbstyr
I lbs/yr
Total 25,787 lbstyr
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: 125.48
Total N Required 1st Year: 35361.111
Total N Required 2nd Year: 29451.00
Average Annual Nitrogen Requirement of Crops: 32,406.06
Total Nitrogen Produced by Fans: 25,786.60
Nitrogen Balance for Crops: (6,619.46)
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 specked crop rotation schedule for this
facility.
2of11

Reception Area Specifications
Tract Field Irrigated Soil let Crop Time to 1st Crop 1st Crap Lbs NfAc Lbs N Total The N
2nd Crop Tlme to 2nd Crop 2nd Crop Lba N/AC Lbs N Total Ibs N Total Toler Ibe N
Acreage Type Code Apply Yield Ibs NlUnit Residual !Ac Utilized
Code Apply Yield Ibs NlUnit Residual 1Ac Utilized Lbs NIAc Utilized
Kilpatrick
1
3.29
Blarilev
C
MarchSeot
4AD
48.00
211.2
694.848
L
Sept -April
1.00
50.00
50 164.5 261.2 859.348
n atrick
2
2.91
Blanton
C
March -Sect
4.40
48.00
211.2
614.592
L
Sept -April
1.00
50 OQ
50 141 261.2 760.092
Kil atrick
3
3.11
Blanlan
C
March -Befit
4.40
4800
211.2
856.632
L
Se t-A rfl
1.00
50.00
5D 155.5 281.2 612.332
Kil atrick
6
1.34
Wa rem
C
March -Seat
5.40
49.00
264,E
354.564
L
Sept -April
1 00
50,00
50 67 314.6 421.564
Kilpatrick
7
4.32
Wa am
C
March -Set
5.40
49.00
264.6
1143.072
L
Se S-A ril
1.U0
5R00
5D 216 314.6 135:9.072
Kilpatrick
8
2.18
NoB
D
Fsb15-June
140. TO
1.00
15
125.7
274.026
N
Sa r-A ril
i.7 40
227
130.295 284.0496 255.998 558
Kilpatrick
9
2.14
NoB
D
Feb15-June
140 70
1.00
15
125.7
268.998
N
Sept -April
6740
2,27
8357
130.29E 278,8377 255.998 547.8357
Kilpatrick
10
0.84
NoB
D
Feo16•June
140,70
1 00
15
125.7
105.668
N
Se l•A rit
57.40
2.27
130.298 109.4503 255,998 215.0363
IQI atrick
11
1.58
W9 ram
D
Feb15-June
140,70
100
15
125.7
198.606
N
5a r-A it
67.40
227
130.298 205.8708 255.996 4D4-4758
I ii atrick
12
2.24
Wa rare
D
Fep15-dune
140.70
1.00
15
125.7
281.568
N
Se l- dl
67.40
2,27
130.298 291.8675 255.998 573Ai55
Kilpatrick
13
3.66
Wa ram
D
Febl&,jurie
140.70
1.00
15
125.7
447.492
N
Sept -April
57.40
2.27
130.298 463.8609 255.998 911,3529
Kilpatrick
14
3.61
Wa ram
C
March -Sept t
540
49.00
264.6
955.206
N
SeptApril
57.40
2.27
130,298 470.3758 394.898 1425.582
Kilpatrick
15
3.49
Wa rsm
C
March -Sept
5 40
49.00
264.6
923.454
L
1• ril
1.00
50.00
50 174.5 314.6 1097.954
Kilpatrick
16
3.89
Wa ram
C
March -Set
6.40
4900
264.6
1029,294
L
Sap -April
1.00
50.00
50 194.5 314.6 1223.794
Kil atrick
17
5.89
Wa rem
C
March -Set
640
49.00
264.6
1558.494
L
Sept-April.1.00
50.00
50 294.5 314.6 1852.994
KII •atrick
i8
7.73
Wa ram
C
March -Set
5.40
49.00
264.6
2045.368
L
t•A nl
1.DD
5000
50 386.5 314.E 2a31.858
Kil atrick
19
1.54
Iva ram
C
MarGt-Set
S 40
49A0
264.8
407.484
L
Se l-A nl
1.00
50.00
50 77 314.6 484 484
Kilpatrick
20
3.34
4 ram
C
March -Set
5,40
49.00
264.6
883,764
L
Se it
1.00
50.00
50 167 314.6 1� 50.764
KA atrick
21
3.72
W ram
C
March -Se
540
49.00
264.6
984.312
L
So ri!
1.00
50.00
50 186 314.6 1170.312
Kil atrick
22
1.46
Wa rarn
D
Feb15 June
140 70
1.00
15
125.7
183.522
N
Sept -April
5Z40
2.27
130,298 190.2351 255.998 373.7571
Kilpatrick
23
3.30
Wa ran
D
Feb15-June
140.70
1,00
15
125.7
414.B1
N
Se t-A ril
57.40
2.27
130.298 429.9834 255.998 844.7934
IGI atrick
24
6.24
Wa ram
D
Feb15-June
14D.70
1.00
15
125.7
658.668
N
Sa t-A ril
67.40
2.27
130.298 532.7615 255 998 1341.43
Kil atrick
25
4.77
NoA
D
Feb15-June
140.70
1.00
15
125.7
599.589
N
Sent -April
57.40
2.2T
130.296 621.5215 255.998 1221.11
Kilpatrick
28
4.02
NoA
D
Feb15-June
140.70
1,00
15
125.7
505,314
N
Se t- ril
57.40
2.27
130.298 523.798 255.998 1029.112
KII atrick
27
1.87
NaA
D
Feb15-June
140.70
1A0
15
126.7
235.059
N
Sa - ril
67.40
2.27
130.298 243.6573 255,998 478.7163
Kil atrick
28
1.55
NoA
D
Feb15-June
140.70
1,00
15
125.7
194.835
N
Sa -A ril
57.40
2.27
130.298 201.9519 255.998 396.7969
Kit atrick
29
2.23
Wa ram
D
Feb15-June
140.70
1 1.00
15
125.7
280.311
N
Sc t-A ril
57.40
2.27
130.298 290.5645 255,998 5708755
Kilpatrick
30
2.47
NoA
0
Feb15-June
140.70
1 1.00
16
125.7
310.479
N
Se t- ril
57.40
2.27
130.298 321.8361 255.998 6323151
Kilpatrick
31
3.65
NcA
D
1 Febl 5-June
140.70
1.00
15
125.7
458.805
N
Sa E I -April
57.40
2.27
130.296 475.5877 255.998 934.3927
Kil atrick
32
4.95
Wa ram
D
Feb15-June
140.70
1 00
15
125.7
622.215
N
Sept -April
57.40
2.27
130.298 644.9751 255 996 1267.19
Kilpatrick
33
3.18
NoA
G
Feb15-June
140.70
1 DO
1 15
125.7
399.726
N
Se t-A rill
57.40
2.27
1 130.290 414.3476 255.995 8140736
Kilpatrick
34
3.98
1 Autryville
0
Feb15-June
14070
1.00
15
125.7
500.286
N
Sept -April
67,40
2.27
130.298 618.686 255.998 101B.872
KII atrick
35
4.11
1 Auirvviiie
D
Feb15-June
140.70
1.00
15
126.7
516.6217
N
5 l-A ril
57.40
2.27
130.298 535.5248 255.998 1052.152
Merritt
36
2.99
AuJD2uia
C
March -Se
5.5C
49.00
269.5
805.805
L
Se -R r8
1.00
50.00
50 149.5 319.5 955.306
Merritt
37
1.78
AuLrywllie
;:
March -Sat
5.50
49 OC
269.5
479.71
L
Sept -April
100
5000
50 89 319.5 669.71
Merritt
36
3.16
Aut Ills
D
Febl5-June
140,70
1.00
15
125.7
397.212
N
Sept -April
57.40
2.21
130.298 411,7417 255.y9S 808 R537
Merritt
1 39
2.91
Autfyyilla
D
Febl5-June
14070
1.00
15
125.7
385.787
N
Sept-Aprill
57.40
2.27
130.298 379.1672 255.998 7449542
Merritt
40
2.11
Wa rem
0
Feb15-June
140.70
1 1.00
15
125.7
265.227
N
Se I -A ril
57.40
227
130.298 274.9288 255.998 540.1550
Merritt
41
3.05
Aul lil
C
March -Set
5.50
49.00
269.5
821.975
L
Se t-A ril
1.00
50.00
50 152.5 319.5 974.475
Merritt
42
1.98
AtivVy4ils
C
I March -Sear
5.50
49.00
269.5
533.81
L
Se t-A ril
1 00
50.00
50 99 319.5 632.61
Torars: 125.48 23377.12 11983.99 353E7.77
3(a) of 11

Reception Area
rrigated Soil 'Est Crop Time to 1st Crop 1st Crop Lbs NIAc Lbs N Total ibs N 2nd Crop Tlme to 2nd Crop 2nd Crop Lbs NIAc Lbs N Total Ibs N Total Total ibs N
s�.es�e T.,. rd. aunty Yield Ibs NJUnit Residual IAc Utilized Code Apply Yield The NlUnit Residual IAc Utilized I Lbs NIAc I Utilized
Kilpatrick
1
3.29
Branton
C
March -Seat
440
48.00
211.2
694.848
L
Sot-A ril
1.00
60.00
5D
184.5
261.2
859.348
I Jl atrick
2
291
Bim=
C
March -Set
440
48.00
211.2
614.592
L
Se t-A ril
1.00
60,00
50
145.5
261.2
760,092
Kilpatrick
3
3.11
Blanlan
C
March -Sept
440
48.00
211.2
656.832
L
Sept -April
1.00
$0.00
50
155.5
261.2
812,332
Kilpatrick
6
1.34
Wa ram
C
March -Sept
5.40
49.00
264.6
354.564
L
Sa t-A ril
1.00
50.00
50
67
314.6
421.564
Kilpatrick
7
4.32
W& ran}
C
March -Set
5.40
4900
264.6
1143.072
I..
Sv t-A ril
1.00
5000
50
216
314.6
1359,072
Kiloatrick
8
2.18
Nob
O
A rlhSa t15
43.62
396
172.7352
376.5627
0
0
1727352
376.5627
Kilpatrick
9
214
NoB
O
A il_Se t15
43.62
3.96
172.7352
369.5533
0
0
1727352
3696533
Kfl atrick
10
0.84
NOS
C
it -Se t15
43.62
age
172,7352
1450976
0
0
192 7352
145.D976
Kilpatrick 1
11
1 58
vvagfam
0
rii-Sa t15
43.62
3.96
172.7352
2729216
0
0
172.73521
272,9216
Kilpatrick
12
2,24 1
Wagram
O
Aril -Se t15
43,62
3,96
172.7362
3889268
0
0
172.7352
386.9268
Kit atrick
13
3.56
WJ ram
G
Aril -Se t15
43.62
3.96
172.7352
614.9373
0
0
1727252
614 9373
Kilpatrick
14
3.61
Wa ram
C
March -Set
540
49.00
264.6
955,206
L
Set ril
1.00
50,00
50
180.5
314.6
1135.7061
Kilpatrick 1
15
3.49 1
WmPram
C
March -Set
5.40
4900
264.E
923.454
L
Sepri-April
1.00
50.00
50
174.5
314.6
1097.954
Kilpatrick
16
389 1
Wa ram
C I
March -Set
5.40
4900
264.6
1029.294
L
Se -April
1.00
50.00
50
194.5
314.6
1223.794
Kilpatrick
17
5.89 1
Wmilfam
C
March -Set
5.40
49.00
264.6
1558.494
L
Sept -April
1.00
50,00
50
294.5
314.6
1852.994
Kit atrick
18
7.73 1
Wa ram
C
March -Set
5.40
4900
264.6
2045,358
L
Sept -April 1
1.00
50.00
50
386.5
314.E
2431.858
Kilpatrick
19
1.54
Wn ram
C
March -Se t
5.40
49.00
264.6
407.484 1
L
Se t-A ril
100
50.00
50
77
314.6
484 484
Kilpatrick
20
3.34
Wa ram
C
March -Set
5.40
49.00
264.6
883.764
L
Se - ril
1.00
50.00
50
167
314.6
1050.76-4
Kilpatrick
21
372
VvA ram
C
March -Set
5.40
49.00
264.6
984 312
L
Sept -April ril
1.00
50 DO
50
186
314.6
117D.312
Kilpatrick
22
1 46
W ram
O
A nl-Se t15
43.62
396
172.7352
252 1934
0
0
172.7352
252.1934
Kilpatrick
23
3.30
W ram
O
Aril -Se tl5
43.62
3.96
172.7352
570.0262
0
0
1727352
57D.0262
Kilpatrick
24
5.24
Wa ram
❑
A il•Se 115
4362
3.96
172.7352
905 1324
0
0
172 7352
905 1324
Kilpatrick
25
4.77
Nol+
C
Aril -Se t15
4362
366
172.7352
823.9469
0
0
172.7352
8230489
Kil atrick
26
4.02
Nor
O 1
A.Pril-SePtIS
43.62
396
172.7352
694,3966
0
0
172.7352
694 3955
Kilpatrick
27
1.87
NoANOUApril-Sept15e
t15
43.e2
3.96
172.7352
323.0148
0
0172.7352
323.0148
Kil atrick
28
1.55
NaAe
t15
4302
3.96
172.7362
2877396
D
0
172.7362
2677396
Kil atrick
29
2.23
Wa rame
tl5
43.62
3.96
172.7352
38519950
0
1727352
3B5,t995
Kil atrick
30
2.47
NoAe
t15
4362
3.98172.7352
426 6559
0
0
172.7352
426.6559
Kil atrick
31
3.65
NoASe
t1543.62
3.96
172,7352
63048350
1727352
8304835
Kilpatrick
32
4.96
VVa ramSe
t15
43.62
396
172,7352
8550392
0
0
112.7352
056.0392
Kil atrick
33
3.18
NoASe
t154362
3.96
172.7352
549.2979
0
D
172.7352
549.2979
Kilpatrick
34
3.98
Aut wEvA
Il-Se t15
43 62
3.96
172.7352
687 4861
0
0
172.7352
687 4861
Kilpatrick
35
4.11
Au 4eAC
Aoril-Se t15
4362
3.96
172.7352
7099417
0
0
172.9
T09
Merritt
36
2.99
Aut illeMarch-Set
5.50
49.00
269.5
605 805
L
Se t-A ril
1.00
50.00
50
149.5
5
318, 5
.- 5
955.305
Merritt
37
1 78
Aut vrpeMarch-Se
550
49.00
269.5
479.71
L
Sept -April
1.00
50,00
50
89
3195
56s 71
Merritt
38
3.16
Aut villaAril-Se
t15
4362
3.96
172.7362
545.8432
0
0
172 7352
5a5.8a32
Merritt
39
2.91
Rut xWAril-Se
t15
43.62
3.96
172.7352
502.6694
0
0
172.7352
5D2.6594
Merritt
40
2.11
Ws ramApril-Se
t15
43.62
3.96
172.7352
304.4713
0
0
1727352
364.4713
Merritt
41
3.OS
Aub viueMarch-Seat
5.SD
49.00
289.5
821.975
L
Se t-A ril
1.00
50.00
5o
152.5
319.5
i
974.475
Merritt
42
1.98
Auvvvdie
C
March-Sept6.50
49.00 1
269.5
633.61
L
Sapt-April
1.00
1 50.00
50
99
319.5
632.61
.....
�sao
794i5•
3(b) of 11

Reception Area Specifications
Tract Field Irrigated Sall lot Crop Time to tst Crop 1st Crop Lbs N/Ac Lbs N Total The N
Acres e Type Code Apply Yield Ibs WUnit Residual /Ac Utilized
2nd Crop Time to 2nd Crop 2nd Crop Lbe N/Ac Lbs N Total Ibs N
Code Apply Yield The N/Unit Residual /Ac Utilized
Total
Lba N/Ac
fatal lm N
Utilized
Kilpatrick
sub1
2.55
Blanton
C
March -Sat
4.40
48.00
211.2
53B.56
L
Se t- II
1.00
50-00
50
127.5
261.2
666.06
Kilpatrick
sub2-3
206
Stanton
C
March -Se
4.40
48.00
211.2
435,072
L
Se t- it
1.00
50.00
50
103
261.2
638.072
Kilpatrick
aub6 7
0.78
VVa^rani
C
March -Sat
5.40
49.00
264.6
205.308
L
Se 4A ril
1 00
50.00
50
39
314.6
245.388
Kilpatrick
sub8.13
3.35
Wngram
D
Feb15-June
14070
1.00
15
125.7
421.095
N
Se -A ril
57,40
2.27
130.298
436.4983
255.998
8575933
k
sub14-18
3.82
�"7a^rarn
C
March -Sat
5.40
49.00
264.6
1010J72
L
Se t-A ril
1.00
50.00
50
191
314.6
1201.772
k
sub19-21
1.95
WaWram
C
March -Sept
540
49.00
264.E
515.97
L
Se t-A N
1.00
50.00
50
97.5
314.6
613.47
k
sub22-29
3.63
Wagram
D
Febl5-June
140,70
1.00
15
125.7
456.291
N
So t-A ril
67.40
2.27
130.298
472.9817
256.998
929.2727ck
sub30-31
0.92
NoA
D
Febl5-June
14070
1.00
15
125.7
115.644
N
Se t-A ril
57AG
2.27
130.298
119.8742
255.998
235.5182
ck
r
sub32-33
0.87
Wmiram
D
Feb15-June
14070
1 OD
15
125.7
109.359
N
Se t-A riI
57.40
2.27
130.298
113.3593
255.998
2227163ck
sub34-35
0.84
Au Be
D
Febl5-June
14.07
1.00
15
-0.93
-0.7812
N
Se t-A riI
57A0
2.27
130.298
109.4503
129.358
10B.6691
t
suh36-37
1.07
Au vile
C
March -Se
5.50
49.00
269.5
288.366
L
Se t-A li
1.00
5D.00
50
53.5
3195
341.BG5
sub38-40
1.32
WWa rym
D
Feb15-June
140.70
1.00
15
125.7
165.924
N
Se t-A it
5740
2.27
130.298
171.9934
255.996
337.9174
t
sut141-42
2.38
Aulryviho
C
March -Set
5 50
49.00
269.5
641.41
L
Sept -April
1.00
50.00
50 1
119
319.5
760.41
Merritt
subM1
2.05
w
D
Febtb-June
14070
1.00
15
126.7 1
267.685
N
Se t-A ril
5740
2.27
130.298
267.1109
266.998
524.7959
Totals: 27.69 5181.754 2421.708 7583.622
3(b) of 11

3(b) of t i

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 whtle meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care
should be exercised not to let small grain reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will definitely interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code
Crop
Description -Harvested As
A
Barley
Grain Crop
B
Grazed Hybrid Bermudagrass
Pasture/Grazed
C
Hybrid Bermudagrass Hay
Hay
B/C
Comb. Hybrid Bermudagrass
Graze/Hay Combination
D
Corn - Grain
Grain Crop
E
Corn - Silage
Silage
F
Cotton
Cotton Lint
G
Grazed Fescue
PasturelGrazed
H
Fescue Hay
Hay
I
Oats
Grain Crop
J
Rye
Grain Crop
K
Grazed Overseed
PasturelGrazed (Seeded in Bermudagrass)
L
Overseed Hay
Hay (Seeded in Bermudagrass)
M
Grain Sorghum
Grain Crop
N
Wheat
Grain Crop
O
Soybean
Grain Crop
P
Pine Trees
Pine Trees
S
Small Grain
Grain Crop/ Hay (After Grain Crop)
CC
Cover Crop
Not Harvested; fumed/Disked In
SWG
Swithgrass
Biomass Crop
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 Totallyr
Farrow to Wean
0.8
Farrow to Feeder
0.96
Farrow to Finish
3.9
Wean to Feeder
0.07
1a419 Wean to Finish
0.27 4973.13
Feeder to Finish
0.34
Gifts
0.39
Boars
0.55
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates_ The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 4973.13 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 24865.65 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 82 acreas of land. if you apply the sludge
to com at a rate of 125 pounds per acre, you will need 198.9252 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
APPLICATION OF WASTE BY IRRIGATION:
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil
structure, soil texture, water droplet size, and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
'This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for>180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid_
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
5of11

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Tract
Hydrant
Soil
Type
Croy
Application Rate
inlhr _
Application Amount
' inches
Kilpatrick
1
Blanton
C
0.35
1
Kilpatrick
2
Blanton
C
0.35
1
Kilpatrick
3
Blanton
C
0.35
1
Kilpatrick
6
Wagram
C
0.6
1
Kilpatrick
7
Wagram
C
0.6
1
Kilpatrick
8
NoB
D
0.5
1
Kilpatrick
9
NoB
D
0.5
1
Kilpatrick
10
NoB
D
0.5
1
Kilpatrick
11
Wagram
D
0.6
1
Kilpatrick
12
Wagram
D
0.6
1
Kilpatrick
13
Wagram
D
0.6
1
Kilpatrick
14
Wagram
C
0.6
1
Kilpatrick
15
Wagram
C
0.6
1
Kilpatrick
16
Wagram
C
0.6
1
Kilpatrick
17
Wagram
C
0.6
1
Kilpatrick
18
Wagram
C
0.6
1
Kilpatrick
19
Wagram
C
0.6
1
Kilpatrick
20
Wagram
C
0'.6
1
Kilpatrick
21
Wagram
C
0.6
1
Kilpatrick
22
Wagram
D
0.6
1
Kilpatrick
23
Wagram
D
0.6
1
Kilpatrick
24
Wagram
D
0.6
1
Kilpatrick
25
NoA
D
0.5
1
Kilpatrick
26
NoA
D
0.5
1
Kilpatrick
27
NoA
D
0.5
1
Kilpatrick
28
NoA
D
0.5
1
Kilpatrick
29
Wagram
D
0.6
1
Kilpatrick
30
NoA
D
0.6
1
Kilpatrick
31
NoA
D
0.5
1
Kilpatrick
32
Wagram
D
0.6
1
Kilpatrick
33
NoA
D
0.5
1
Kilpatrick
34
Autryville
D
0.6
1
Kilpatrick
35
Autryville
D
0.6
1
Merritt
36
Autryville
C
0.6
1
Merritt
37
Autryville
C
0.6
1
Merritt
38
Autryville
D
0.6
1
Merritt
39
Autryville
D
0.6
1
Merritt
40
Wagram
D
0.6
1
Merritt
41
Autryville
C
0.6
1
Merritt
42
Autryville
C
0.6
1
6 of 11

Additional Comments:
This NUP has been revised to reflect the u dated irrigation design prepared
by Kevin Weston and crop changes. The irrigation design now shows that
the ditch that was between pulls 14 & 15 has been filled in. What was field
R-IA iq nnw field R-13 and what was field 15-18 is now field 14-18.
The crop changes include pulls 14-21 and 36, 37 from row crops to bermuda
and overseed.
This plan is based on historical crop yield records for row crops. Crop yield
reports are keep on site and attached is the PANNield Comparison.
7of11

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm
Owner:
Manager:
Owner/Manager Agreement:
Kilpatrick / Merritt; AWS820005
Murphy -Brown, LLC
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:
Signature:
Murphy -Brown, LLC
Name of Manager (if different from owner):
Signature:
Date
uate
Name of Technical Specialist: Toni W. Kin
Affiliation: Murph -Brown, LLC.
Address: 2822 Hwy 24 West, PO Drawer 856
Warsaw, NC 28398
Telephone: [phone] _
Signature:
8 of 11
\A-'zq-I'�'
Date
DEC 2 3 2019

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, MRCS 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 Carotina" 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

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NUTRIENT UTILIZATION PLAN AMENDMENT
Grower(s):
Farm Name:
County:
Farm Capacity
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Finish
Feeder to Finish
Storage Structure:
Storage Period:
Application Method:
Murphy -Brown, LLC
Kilpatrick & Merritt, Fac. No.: 82-5
1841
>180 days
Irrigation
This amendment allows the producer to apply to the following field and crops as shown on the
attached table.
Owner/Manager
Technical Sped Nst
q - �3 ao %-5
Date
Date

SpecificationsReception Ama
Tract Field Irrigated Soil lot Crop Timeto latCrop letCrop LbsMAc Lbs N TOW No N
Acm2ge Type Code Apply Yield lbs N/Unit Residual
F Kfrr-T,-I= dT7r.X
�■■
��
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oar
�

NUTRIENT UTILIZATION PLAN AMENDMENT
Grower(s):
Farm Name:
County, _
Farm Capacity:
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Finish
Feeder to Finish
Storage Structure:
Storage Period:
Application Method:
Murphy -Brown LLC
Kilpatrick & Merritt Fac # 82-5
1841
Anaerobic
>180 days
Irrigation
This amendment allows the producer to substitute grain sorghum for
soybeans in any of the fields listed in Nutrient Utilization Plan. The
following table lists the PAN rates and application windows for each
of the fields.
A-W7-Z,,1,'
Owner/Manager
Technical Speci list
-13 Zo ►'�
Date
--)-3 `ZG\
Date

Kilpatrick -
AWS820005
Netted acreage
Total Rd 30-31 - 7.04 Ac.
Netlad . 8.12 At
Su630-J1 - 0.92 Ac, A
Pug 4 Aa 49
1 329
2 2.91
3 &IT
6 1.34
7 4,32
3 1.19
9 IT4
10 0.84
it 1.53
12 224
13 155
14 Sal
15 149
16 189
17 5.89
to 7.73
11 1.54
20 3634
21 3.72
22 1.4a
23 130
24 5.24
25 4.77
26 4.02
27 1.37
26 1.55
29 2.23
30 2.47
31 3.65
32 4.95
33 3.1a
34 3.9a
35 4.11
36 2.99
31 1-78
30 3. la
Merritt Farms
Total Fid 2-3 - 5.05 Ac
Witte + 6.02 Ac.
Sub2-3 2.06 Ac.
w a ./1aa-
x 41
Kilpatrick annne.
1.11 A.I.
Told Fd I - 4.13 Ae.
1 Wetted = 3.29 Ac
C Subl - 2.55 Ac.
o I '---<J
Logoon
Total Fld 6-7 = 6.44 Ac. rdt ./Ia0'
Wetted= 5.66 Ac.
SAS-7 . 0.75 Ac.
6 7
Total Fld 22-29 - 28.07 Ac.
S
Wetted ; +4.44
3.63 Ac.
Told Fld 19-21 z 10.56 Ac.
Wetted = 8.60 Ac.
Sub19-21 - 1.95 Ac.
, ::
W41.,A 00'
oM4d
Total Fld 32-33 + 9.00 Ac, 33
Wetted 8.7J Ae
Su1132-33 + 0.a7 Ac
39 2.91 Total Fld 3a-40 - 9 50 Ac.
40 2.11 Wetted = 8.18 Ac.
41 3.05 Sub36-40 - 1.}2 Ac.
42 Total 1.9$48 Total Fld 36-37 - 5.84 Ac.
S9 40 Wetted + 4.77 Ac.
Sub39-37 + 1.07 Ac
37 6
yZ 4f ewee t..A
Told Ad 40-41 7.41 Ae. r 42 Merritt
Wetted - -4 Ac. Ognon
9,m40-41 - 2Ja A_
GRAPHIC SCALE
too a 306 -40d 17ao
( 1N FEET )
1 inch + 600 tt
Total Fld 5-13 + 15.59 Aa:
Witted! 12-54 Ac.
Sub$-13 - 3.35 Ac.
Told Fld 14-18 - 28.43 Ac.
Witted - 24,61 Ail
Subl4-IS - 3.52 Ac.
Total Fd 36-35 s a93 A.
Wetted = 8.09 AG
67I634-35 + 0.84 Ac.
ditch between Puts 14 & 15,
tar purls 14 & 15,

Sheetl
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Murphy -Brown, LLC-Kilpatrick & Merritt Farms; 82-5 County: Sampson
Address: PA. Box 856
Warsaw, NC 28398 Date: 1/27/2014
Telephone: [phone] Revised: 4/18/2019
Table 1 - Field Speciticatlons
Approximate Maximum
Maximum Maximum Application
Useable Size Application per Irrigation
Field of Field Rate Cycle
Al-k- ra,.roci Cnil Tvno Rinm 01. Croafsl (ln/hr) (inches) Comments
F1
3.29
Blanton
0-3
Bermuda / Small Grain
0.5
1
Pull 1
F2-3
6.02
Blanton
0-3
Bermuda J Small Grain
0.5
1
Pulls 2 & 3
F6-7
5.66
Wag ram
0-3
Bermuda / Small Grain
0.6
1
Pulls 6 & 7
F8-13
12.54
Norfolk/Wa ram
0-3
Row Crops
0.5
1
Pulls 8-13
F14-18
24.61
Wagrarn
0-3
Row Crops
0.5
1
Pulls 14-18
F19-21
1 8.6
Wa ram
0-3 1
Row Crops
0.5
1
Pulls 19-21
F22-29
1 24.44
Wa ram
0-3
Row Crops
0.5
1
Pulls 22-29
F30-31
6.12
Norfolk
0-3
Row Cro s
0.5
1
Pulls 30 & 31
F32-33
8.13
Wa ram
0-3
Row Crops
0.5
1
Pulls 32 & 33
F34-35
8.09
Aut ville
0-3
Row Crops
0.5
1
Pulls 34 & 35
F36-37
4.77
Aut ville
0-3
Row Crops
0.5
1
Pulls 36 & 37
F38-40
8.10
Aut ville/Wa ram
0-3
Row Crops
0.5
1
Pulls 38-40
F41-42
5.03
Aut ville
0-3
Bermuda / Small Grain
0.5
1
Pulls 41 & 42
125.46

Sheet2
TABLE 2 - Travailing Irrigation Gun Settings
Make, Model and Type of Ecuipment: Travelerw/Nelson 150 Big Gun
Field No. Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Dlameter Pressure Pressure Are
H Brant No ft/min inthr. i Width ft. Len th ft feet Inches at Gunk!.i at reel(PSI) Pattern Comments - Acres
f 1
3.18
0.33
270
336 1
300
1.08
2
3.18
0.33
250
277
300
1.08
3
3.18
0.33
250
312
300
1.08
6
6.49
0.61
90
345
300
1.08
7
3.54
0.33
240
655
300
1.08
8
3.18
0.33
250
150
300
1.08
9
3.18
0.33
200
219
300
1.06
10
5.84
0.61
250
31
300
1.08
11
3.18
0.33
260
46
300
1.08
12
3.18
0.33
200
240
300
1.08
13
3.18
0.33
250
391
300
1.08
14
3.18
0.33
250
399
300
1.00
15
3.18
0.33
200
613
300
1.08
16
3.18
0.33
200
599
300
1.08
17
6.84/3.18
0.6110.33
150/300
364/763
300
1.08
18
3.18
0.33
250
1117
300
1.08
19
3.18
0.33
250
39
300
1.08
20
4.6713.18
0.5/0.33
2541270
1171233
300
1.08
21
3,18
0.33
250
419
300
1.08
22
4.67
0.5
184
149
300
1.08
23
3.18
0.33
200
471
300
1.08
24
4.67/3.18
0.5/0.33
1951200
1861713
300
1.08
25
3.18
0.33
200
792
300
1.08
26
4,67/3.18
0.510.33
190/200
150/485
300
1.08
27
3.18
0.33
200
160
90
300
300
1.08
1.08
28
3.18
0.33
20o
29
3.18
0.33
250
159
300
1.08
30
4.67
0.5
182
394
300
1.08
60
95
330
3.29
60
95
330
2.91
60
95
330
3.11
50
95
180
1.34
60
95
330 1
4.32
60
95
330
2.18
60
95
330
2.14
60
95
180
0.84
60
95
330
1.58
60
95
330
2.24
60
95
330
3.56
60
95
330
3.51
60
95
330
3.49
60
95
330
3.89
60
95
180/330
5.89
80
95
330
7.73
60
95
330
1.54
60
95
220/330
3.34
60
95
330
3.72
60
95
220
1.46
60
95
330
3.30
60
95
220/330
5.24
80
95
330
4.77
60
95
220/330
4.02
6o
95
330
1.87
60
95
330
1.55
60
95
330
2.23
60
1 95
220
2.47

Sheet2
31
3.18
0.33
250
407
300
1.08
60
95
330
3.655
32
5.8413.1B
0.6110.33
1451250
174/533
300
1.08
60
95
1801330
4.95
33
4.67
0.5
156
520
300
1.08
80
95
220
3.18
34
5.8413.18
0.61/0.33
1461250
1531305
300
1.08
BD
95
180/330
3.98
35
3.18
0.33
250
487
300
1.08
60
95
330
4.11
36
3.18
0.33
250
291
300
1.08
60
95
330
2.99
37
3.18
0.33
250
80
300
1.08
60
95
330
1.78
38
3.18
0.33
250
321
300
1106
60
95
330
3.16
39
3.18
0.33
250
380
300
1.08
60
95
330
2.91
40
4.57
0.5
242
223
300
1.08
BO
95
220
2.11
41
5.84/3.18
0.6110.33
100/250
38NI49
300
1.08
60
95
1801330
3.05
42
5.84
0.61
100
578
300
1.08
60
95
180
1.98
TOTAL
125.48

Sheet3
TABLE 3 - Solid Set Irrigation Gun Settings
and Type of
Field No wetted Operating Pay
Hydrant Specing(ft) Application Nozzle Orwatinn
and Number of Mmm.re. _ .
r.,-.,-FTgMM

Sheet4
TABLE 4 - lydg0on System Specifications
Traveling
Solid Set
Irrigation Gun
Irrigation
Flaw Rate of Sprinkler m
182
0
OperatingOperabng Pressure at Pump (psi)
101.4
#DIV/01
Desl n Preci itation- Rate in/hr
0.31
0.00
Hose Length feet
1300
XXXXXXXX
TyR2 of Speed Com ensation
Mechanical
XXXX)D=
Pum T PTO, Engine, Electric
Engine
Engine
Pump Power Requirement h
#DIV/01
#DIV/01
TABLE 5 - Thrust Block Specifications
6"
4"
2"
THRUST BLOCK
THRUST BLOCK
THRUST BLOCK
LOCATION
AREA . ft.
AREA (sq. ft.
AREA s , ft.
90 degree bend
S.B
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
lj. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturers specifications for the Irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE.
8, The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 25' or wider must be maintained between the limits of the irrigation system and all
perennial streams and surface waters per NC Statutes.

Sheet6
Narrative of Irrigation System Operation
This design Is for a "wetted acreage" determination for an existing facility. The acres were calculated based on
the equipment specified and the charts created by NCSU for calculating Area Allowances for Hard Hose
,Traveler Systems.
Refer to owner's manual and irrigation dealer for information on maintenance, winterization, and operation of
system.
This revised "wetted acreage" determination dated 4118/2019, done to show the removal of a ditch between
pulls 14 & 15, the changing of field edge for previous field 8-14 to field 8-13 and field 15-18 to field 14-18, and
the recalculation of pulls 14 & 15. All other parameters remained the same.

Sheet7
CALCULATIONS
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
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 %
Appilcation 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 are = 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 360 degree arc = 2.92 ftfmin
300 degree arc =
3.51 ftlmin 330 degree are = 3.18 ft/min
220 degree arc =
4.67 ft/min
180 degree arc =
5.84 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--
2.06 ft/sec.
Page 1

Sheet?
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson 150
Nozzle Size:
1.08 inches
Sprinkler Pressure:
60 psi
Flowrate(GPM):
182 gpm
Wetted Diameter.
300 feet
Lane So cintts
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):
180 feet
Actual Spacing (%):
60 %
Aoolication 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 Sneed
Travel speed =1.605 x Flowrate 1 Desired application amount x Lane Spacing
Desired app. (in.) =
0.5 inches 360 degree arc = 3.25 fUmin
300 degree arc =
3.89 ft/min 330 degree arc = 3.54 It/min
220 degree arc =
5.19 fi/min
180 degree arc =
6.49 ftlmin
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--
2.06 ft/sec.
Page 1

Sheet8 (2)
Kilpatrick & MerrittFarms; AWS820005
Acreage Calculations 4/18/2019
Width
Length
Acres
Total Acres
Start End
Stop End
Total
_
N*d W-
(U-
-ftl- F(midsec-bon-I tion)
(ac)
(ac.)
Pull Acres
270
336
2.083
2.083
0.660
0.550
3.29
250
277 1
-1.590
--6728
0.588 .
..-- 2.91
3
250
-3-12-
1-791
1.791
0.728
0.588
6
90
34!�'-
0.713
0.713
0�3-.6-]-
-6.2-80
1.34
7
240
555
3.058
3.058
0.700
0.560
4.32
250
150
0.861
i 0.561
0.725
0.588
2.18
9
200
219
11.0 06
i 1.006
0.636
0.502
-
2.14
10
250
31
0,1178
0.178
0.364
0.294
0.84
11
250
46
0.261,
0.264
0.728
0.588
1.56
12
-20'6
240
1.102
1.102
0.636
0.502
2.24
13
250
391
2.244
2.244
0.728
0,588
14 j
250
399
2.290
2.290
Y 0.728
---- �--3.56
0.588. i
3.61
15
200
513
235-5
-2.355
0.636
0.502
3.49
16
200
599
2.750
2.750
0.636
0.502
3.89
17
150
354
--1.253
1 4357
0.636
0.502
5.6-9
200
763
3.503
i 0.000
0-000 0.000
0.00
18
250
1117
6.411
1 6.411
0.728
0.588 .-.-.7.73
19
250
39
0.224
-r-0.224
0.728
0.588
1.54
20
254
T -7,
0.682
.2.126
0.660 1
0.550
3.34
270
233
419
1.444
2.405
0.000
2.405
0.000 0.000
6.728 1 0.588
0.00
21 250
3.72
22
184
149
----C6-29-
0.629
0.535
0.294 1
1.46
23
200
471
2.163
2.163
0.636
0.502
3.30
24
195
186
0.833
4.106
0.636
5.24
200
713
3.274
0-000
0.000
0.000
0.00
25
200
792
3.636
3.636
0.636
0.502
0.502
4-77
26 1 190 150
0.654 18811 0,636
4.02
200
485
2.227
0,000
0.000
0.000
0.00
27
200
160
0.735
0.735
0.636
0.502
1.87
28
200
90
0.413
0.413
-
----- 0.636
---- ---------- -- -
0.502
1-0.588
1.55
29 250
_15-9-
--6-9-13 0.913 0-12-8
2.23
30
182
394
1.646
1.646
0.530
0.294
0.588
2.47
3.65
31 250
407-
2.336 1 2.336 0.728
32
145
174
0,579
3.638
0.728
1 0.588
4-95
250
533
3.059
0.000
0.000
0.000
0.00
33
i 156
520
1.862
1.862
-
0.728 0.588
3.18
34
46 1-
136
0.456
2.665
0.728
0.588
3.98
250
385
2.210
0.000
0.000
D.000
0.00
35
25D
487
2.795
2.795
0.728
D.588
4.11
36
250
291
1.670
1.670
0.728
0.588
2.99
37
25D
80
0.459
0.459
0.728
0.588
1.78
38
250
321
1.842
1.842
0.728
0.588
3.16
39
250
380
2.181
2.181
0.728
i 0.000
2911
40
242
223
-1.239
1.239
0.592
0.275
2.11
-
41
100
250
100
384
149
578
0.882
0.855
1.327
1.737
0.000
1.327
0.728
1 0.000.-..
1 0-364
0.50
0.000 1
0.294
I Total Acres
3.05
0.00
1.98
125.48
42
Page 1

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30. 2019. the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Walcr Resources by no later than April 3, 2019.
Please do not leave m:r question unanswered Please verify all information and make atn' necessari, corrections below.
Application must be signed and dated by the Perniiuee
I . Farm Number: 82-0005
2. Facility Name Kilpatrick Fann 1. 2. 4 & 5 & Merritt Fan»
3. Landowners Name (same as on the Waste Management Plan):
4. Lando+vner s Mailing Address: PO Box 856
Certificate Of Coverage Number: AWS820005
Muroliv-Brown LLC
Citv: Warsaw State: NC Zip: 2"70856
Telephone Number: 910-293-3434 Ext. E-mail:
5. Facility's Physical address: 1457 A K Bt} an Rd
City: Magnolia State:
6. County where Facility is located: Sampson
7. Farm Manager's Name (ifdif Brent from Landowner):
g, Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator. write "None"):
10. Operator Name (OIC): .lames Derek Brown
11. Lessee's Name (if there is not a Lessee, write "None"):
NC
David C Nordin
910-293-5330 Ext.
Murphy -Brown LLC
Phone No.: 910-299- 111
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine - Wean to Finish 19,419
Operation Twnes:
Zip: 28453
OiC #: 19632
Swine
Cattle
Dry Poultry
Other Tvucs
Wean to Finish
Dairy Calf
Non Laying. Chickens
Horses - Horses
Wean to Feeder
Dairy Heifer
Laying Chickens
1 lorses - Other
Farrow to Finish
Milk Cow
Pullcts
Shop - Sheep
Feeder to Finish
Dn Cow
Turkeys
Sheep - Other
Farrow to Wean
Beef Stocker Calf
Turkev Pullet
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Wet Poulin
Gills
Other
Non Laying Pullet
Other
Layers
DEC 2 3 2019

13_ Waste Treatment and Storage Lagoons (Verif` the following information is accurate and complete. Make all necessary
corrections and Drovide missing data.)
Structure
I
Estimated
Date
13uilt
Liner T� pe
(Clay, S} nthetic,
Un-nopw�n,)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline'
(inches)
KILPATRICK � (%mar
k0A
S ht'reC
het
KILPATRICK h@T
MERRITT
f.a i IQ -
0 .k L 0
Mail one 11) copy of the Certified animal Waste Management Plan (CAW\IP) with this completed and signed application
as required by NC General Statutes 143-21S.10C(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), slaned by the Qwner and a certified technical specialist. containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application held
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
A. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoonfslorage pond capacity documentation (design, calculations. etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations. or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package. you can scan and email one signed copy of the
application and all the CANVtIN1P items above to: 2019PermitRenewala:ncdenr.gov

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to ine as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes . any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign- If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):
Name: .�� LX Title:, SlJ:l — --
Date: 3 \ 1 —
Signature: — -
Name: Title: —_ -- —
Signature:
Name:
Date:
Title:
Signature: — _ - — Date: _
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
16M Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: 2019PermitRenew21@ncde1g0v
FORM: RENEWAI-STATE GENERAL 0212019

Animal Waste Management plan Certification
(Please type or print all information that does not require a signature)
General Infor -r1ation
Name of Farm: Kilpatrick 1,2,4 & 5 1 Merrit Farms Facility
Owner(s) Name: Murphy Brown, LLC Phone Noo:: 910-
10-293-3434
Mailing Address: P.O. Box B56 Warsaw, NC 28398
Farm Location: County Farm Is located in: Sampson
Latitude and Longitude: 34 53' 31" 1 78 09' 43" 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 1102 to Brices store; Bear ri ht on SR 1101 to Concord church; bear
rifFit on SR 1121 'ust prior to Concord church; Go .3 mile then oin SR 1003 toward Ma nolia. Go .5 mile and bear left
onto SR 1119 for .5 mile. At stop sign turn left and go .5 mile, turn ri jht onto SR 11 V to county line.. Go .2 mile to farm
entrance on the right.
Operation Description_;
Type of Swine No. of Animals Type of Pounry No. of Animals Type of GBfrle No. of Animals
Q Wean to Feeder _ Q Layer Dairy
[] Feeder to Finish Q Pullets Q Beet
Q Farrow to Wean
Farrow to Feeder
M/Wean
Farrow to Finish
to Finish 18.419
Q Gills
Acreage Available for Application: 161.35 Hequ:reo ACre2 tau _.
Number of Lagoons 1 Storage Ponds: 3 Total Capacity: 3,309,354 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)
f*fi*•ffif4*f*****A***tfki##*#*#kiii!#iiifi*#iffit###ii#f titfift###*iif**#*f#f#*t*►ff#f*##ki#*#*iffti►f###t i ff.f f f f f ft###ff#*#*i*ff*ii
Owner 1 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 run-off from the application of animal waste. I (we) understand that run-off of pollutants from
lounging and heavy use areas must be minimized using technical standards developed by the Natural Resources Conservation
Service. The approved plan will be filed at the farm and at the office of the local Solt 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 (it the approved plan is
changed) within 60 days of a title transfer.
Name of Land Owner:
Signature:
Name of Manager (if
Signature:
Al -- August 1, 1997
LLC
Date:
from owner): David Nordin
r-'o J 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 (OEM) as specified in 15A NCAC 211-11.201 and the USDA -Natural
Resources Conservation Service (NRCS) and/or the North Carolina Soil and Water Conservation
Commission pursuant to 15A NCAC 21-1.0217 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 e are
technically
IL Certification of Design
A) ile on. Stora a Treatment System
Check appropriate box
Existin facilit without retrofit (SD or WUP)
Storage volume is adequate for operation capacity: storage capability consistent with waste
utilization requirements.
�] New. a panded or retrofitted cilit - (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): Kraig, A. Westerbeek _
Affiliation Murphy Family Farms Dale Work Completed:_ —
Address (Agency): P.O. Bo&1759, Rose Hi 28458 Phone
No.:
No. _910) 289-2`1�111
Date:SigLB) d caf
n Site (WUP)
The p an 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): Kral A. Westerbeek
Affiliation -Mul Family Far s Date Work Completed:
Address (Agenc Ro ill 28458 Phone No.: 910 289-2111
Signature: Date:
C) Runoff C frols from Exterior Lots
Check the P'Priats box
Facility without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
Q Facility with exterior lots (RC)
Methods to minlmize 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): Kraig A. Westerbeek
Affiliation Mur h Fail — ily F ns _ Date Work Completed:
Address (Ao Hill 28458 Phone No.: 910 289-2111
Signature: Date: " 1 D _g
AW C -- August 1, 1997 2

D). Ap li ion and Ha I'n E ui ment
Check t appropriare box
Existing or expanding facility with existing waste application eguioment (W UP 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).
New =ended or existing facility without exis ing waste application a ui men for spray irrigation.
Animal waste application equipment specified in the plan has been designed to apply waste as
necessary to accommodate the waste management plan: (proposed application equipment can
cover the area required by the plan at rates not to exceed either the specified hydraulic or nutrient
loading rates; a schedule for timing of applications has been established: required buffers can be
maintained: calibration and adjustment guidance are contained as part of the plan).
[] New expanded or existing facility without existing waste application a ui men or land spreading
not using spray irrigation. (W UP 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): Kraig A. Westerbeek
Affiliation Murphy Family Farms _ Date Work Completed:
Address (Agency): P O. E qetI59. Rose Hilk 28458 Phone No.: 910 289-2111
Signature: _ Date:
E) Odor C tr ontrol ortal_ it _ ana ent nd Emergency Action Plan SD.
SI. WUP, RC r I
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): Krai�4 A. Westerbeek _
Affiliation Mug?hy Family Far s Date Work Completed:
Address (Agency a ill, 28458 Phone No.:1910 289-21111
Signature: Date: - i 1 ��,
F) Written No c o New or Expanding Swine Farm
The 4ollowing 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 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: nAallation
NNw, expanded or retrofitted f ; d% (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 ropriate box
P ' The cropping system is In place on all land as specified in the animal waste management plan.
Conditional Approval: all required land as specified In the plan is cleared for planting: the
cropping system as specified in the waste utilization plan has not been established and the owner
has committed to establish the vegetation as specified In the plan by (monthtdaylyear);
the proposed cover crop Is appropriate for compliance with the waste utilization plan.
O 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): Kraki A. Westerbeek T
Affiliation Murphy Fam& Farrrs I Date Work Completed:
Address (Agency): ose I, 28458 Phone No.:4910) 289-2111
Signature: Date:
This following Ignature block is only to be used when the box for conditional approval In Ill.
B above has been checked.
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 OEM 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 DFi%
Name of Land Owner: _
Signature:
Name of Manager (if different from owner):
Signature:
AW C -- August 1, 1997 4
Date:
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) Ap lication and H dlin E ui ment Installati (WUP or 1)
Check the appropriate ock
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.
M 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): Kraig A. Westerbeek
Affiliation Murphy Family Farms Date Work Completed:
Address (Agency): .O. B)d 159,,gose tl 28458 Phone No.: 910 289-2111
Signature: — _ Date: _
The following a block is only used when the box for conditional approval in ill D
above has bee checked.
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 REM a verification of delivery and installation
from a Technical Specialist within 15 days following the date specified in the conditional cerlficadon. 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 T
E) Odor Control Insect Control and Mortalit Mana ement SD SI WUP R or t
Methods to control odors and insects as specified in the Plan have boon installed and are operational.
mortality management system in the flan has also been Installed and is operational.
Name of Technical Specialist (Please Print): Kraig A. Westerbeek
Affiliation Murphy Family Farms Date Work Completed:
Address (Agency}: P.O. B 759, Rose 28458 Phone No.: [phone]
Signature: _ Date: 1 �,, — j-:l
AWC -- August t, 1997 5
The

Please return the completed form to the Division of Water Quality at the following Address:
Department of Environment, Health, and Natural Resources
Division of Water Quality
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

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
p and wet periods.
levels so that you do not have problems during extended rainy
spells such as a
Maximum storage capacity Should be available in
orh,Nl1enphere are extended rainy sriods when the pells receiving crop +s
sign of plant growth in the
dormant {such as wintertime for bemtime, } management plan should h done
thunderstorm season in the s eaccordingit aefarm waste a a space available e
later winter i early spring, irrigation
in
enough to receive lagoon liquid. This will make pumped down
whenever the land in dry 9 effort should be made to
the lagoon for future wet periods. In the late summer !early falle the lagoon
should be p
as the weather and waste utilization
to the low marker (see Figure 2-1) to allow for winter storage
maintain the lagoon close to the minimum liquid level as long
plan will allow it.
in until the lagoon has reached its maximum storage capacity before starting to irrigated does
Waiting extended wet periods. overflow from the lagoon for
not leave room for storing excess water during
action.
an reason except a 25-year, 24-hour storm is a violation of state law and subject to penalty
Y
The routine maintenance of a lagoon involves the following" dam. Fescue or common bermudagrass
Maintenance of a vegetative cover vegetation should be fertilized each
are the most common vegetative covers. a vegt of fertilized lied
year, if needed, to maintain stub t n the event that t isorous stand, The notpractical to un b a'+n a
should be based on a soils to areas should be
soils test each year, the lagoon embankment and surrounding
fertilized with 800 pounds per acre of 10-10-10, or equivalent,
be done by
in or a combination of these practices. This
Brush and trees on the embankment must be controlled. This may
mowing, spraying, grazing, chopping, ossibly twice in years that weather
should be done at least once avegar and
etative conditions are favorable for heavy growth
ing, the herbicide must not be allowed to enter the lagoon
NOTE: If vegetation is controlled by spraythe
Waste-
water. Such chemicals could harm the bacteria in the lagoon that are treating th {iwnstof the lagoon
e initial
Maintenance inspections after a entire
or rainfall should storm M s. Items tade during o be checked should include,
and at least monthly and
as a minimum, the following: es _ look for:
Waste Inlet pipes, Recycling Pipes, and Overflow Pip
1. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4_ overall condition of pipes
2

Lagoon surface -- look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment -- look for: „holes
1. settlement, cracking, or "jug
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 sidewalis, thereby weakening the lagoon dam.
A good stand of vegetation will reduce the potential damage caused by wave action. If
wave action causes serious damage to a lagoon sidewall, baffles in the lagoon may be
used to reduce the wave impacts.
ng of the dam. if your lagoon
Any of these features could
ouas to shouldosion and callan appropriate l
has any of these features, yexpert 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. Hoin oea lagoon dam withuheavy equipshouldment is adseyious
the
technical expert. Any digging
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
is in need of repair or
noise, or a large amount of vibration, may indicate that the pump
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 Irre repairsberequ red. Having a nearly full lagoon in your lagoon is at its low level. This s
allow some safety time should major g p g Pumps. probably, if your
not the time to think about switching, repairing, or borrowing p p
lagoon is full, your neighbor's lagoon is full also. You should consider maintaining an
inventory of spare parts or pumps. all surface drainage
Surface water diversion features are designed to carry utter outlets, and parking lot
waters (such as rainfall runoff, roof drainage, g
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 bens height

Identified problems should be corrected promapttly. If teadvisable
h vi ible to
inspeciyour system
during or immediately following heavy
ded to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, This will
then
record the level again 4 to 6 hours after the rain (assumes there is no pumping).
give you an idea of how much your lagoon level will rise with avc 9 thisrshoull help in
(you must also be recording your rainfall for this to work)_ you may
planning irrigationapplications
problem �f nomand storage. if your a surface water diversion or there may be sgoon rises leepage into
have an overflow prob
the lagoon from the surrounding land.
Lagoon Operation
Startup:
ablish a complete sod cover on bare soil
1. immediately after construction est
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 recharye systemstennvtroh' � lagoon more auildings are
bmes daily
are optimum for treatment.
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:
W

• 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 and stru chre.
Types of failures include leakage through the bottom or sides, overtopping,
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) lv -433 , �ti
a a - �g4L,
EMERGENCY MANAGEMENT SERVICES (EMS)
SOIL AND WATER CONSERVATION DISTRICT (SWCD) `'C v0 ��,�� ^ Le-3
NATORAL RESOURCES CONSERVATION SERVICE (NRCS)
COOPERATIVE EXTENSION SERVICE (CES)
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible location
for all employees at the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation, this may or may not be possible. Suggested
responses to some possible problems are listed below.
A. Lagoon overflow - possible solutions are:
a) Add soil to berm to increase elevation of dam.
b) Pump wastes to fields at an acceptable rate.
c) Stop all flow to the lagoon immediately.
d) Call a pumping contractor.
e) Make sure no surface water is entering lagoon_
B. Runoff from waste application field -actions include:
a) Immediately stop waste application.
b) Create a temporary diversion to contain waste.
c) Incorporate waste to reduce runoff.
d) Evaluate and eliminate the reason(s) that cause the runoff.
e) Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers - action include:
a) Stop recycle pump.
b) 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-
0 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.
e condition of the side walls and the lagoon bottom as soon
c) Have a professional evaluate th
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 Sheriff's 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: Mur h Brown LLC
b. Contractors Address: P.O. Box 8 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: 91j_ Q_293 - 5330
7. implement procedures as advised by DWQ and technical assistance agencies to rectify the
damage, repair the system, and reassess the waste management plan to keep problems
with release of wastes from happening again.

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 impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundments perimeter.
— - - (Dry Systems) — — —
Feeders Feed Spillage
Feed Storage Accumulation of feed
resid ues
Animal Holding Accumulation of animal
Areas wastes and feed wastage
MIC — November 11, 1996
() Design, operate and maintain feed systems (e.g..
bunkers and troughs) to minimize the accumulation
of decaying wastage.
() Clean up spillage on a routine bask (e.g. 7-10 day
interval during summer, 15-30 day interval during winter) -
Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g.. covered bin for
brewer's grain and similar high moisture grain
products).
() Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
() Eliminate low area that trap moisture along fences
and other locations where waste accumulates and
disturbance by animals is minimal.
() 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).
10

Dry Manure Handling Accumulations of animal () Remove spillage on a routine basis (e.g. 7-10 day
Systems wastes interval during summer, 15-30 days interval during
winter) where manure is loaded for land application
or disposal.
() Provide for adequate drainage around manure stockpiles
{) Inspect for and remove or break up accumulated wastes
in fitter strips around stockpiles and manure handling
areas as needed.
The issues checked () pertain to this operation. The landowner / integrator agrees to use
sound judgment in applying insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been
reviewed with me.
(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 i 1, 1996
I

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

Storage tank or Partial microbial
basin surface decomposition Mixing while
filling Agitation when emptying(
(
Settling basin
surface
Manure, slurry or
sludge spreader
outlets
Dead animals
Dead animal
disposal pits
Partial microbial decom-
position Mixing while filling
Agitation when emptying
Agitation when spreading
Volatile gas emissions
Carcass decomposition
)Bottom or midlevel loading
)Tank covers
)Basin surface mats of solids
)Proven biological additives or oxidants
( )Extend drainpipe outlets undemeattr Iiquid
level
{ )Remove settled solids regularly
{ )Soil injection of slurry/sludges
( )Wash residual manure from spreader after use
( )Proven biological additives or oxidants
)Proper disposition of carcasses
Carcass decomposition ( )Complete covering of carcasses in burial pits
( )Proper location / construction of disposal Pits
Incinerators Incomplete combustion ( )Secondary stack bumers
Standing water improper drainage (`7
Farm access road maintenance
around facilities Microbial decomposition of away from facilities
organic matter
Manure tracked Poorly maintained access (✓)Farm access road maintenance
onto public roads roads
from farm access
Available From:
Additional Information:
Swine Manure Management 0200 Rule / BMP Packet
-- NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management:Pit Recharge —Lagoon Treatment:EBAE128-88NCSU-BAE
Swine Production Facility Manure Management:Undernoor Fluse-Lagoon Treatment 129-88NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE103-83NCSU-BAE
Calibration of Manure and Wastewater Application Equipment EBAE Fact Sheet NCSU-BBAAE Extension
Controlling Odors from Swine Buildings; PIM-33 NC Pork Producers
Environmental Assurance Program: NPPC Manual
Assoc NCSU Agri Communication
Options for Managing Odor, a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies; PR0101, Florida Cooperative Extension
1995 Conference Proceedings
The issues checked ( ) pertain to this operation. The landowner / integrator agrees to
use sound judgment in applying odor control measures as practical.
I certify the aforementioned odor control Best Management Practices have been reviewed
with me.
(Landowner Signature)
13

Insect Control Checklist for Animal Operations
Source Cause
_ _
_ . BMPs to Control Insects Site S ecific Practices
Liquid Systems -
Flush gutters Accumulation of solids
Flush system is designed and operated
sufficiently to remove accumulated solids from
as designed
❑gutters
Remove bridging of accumulated solids at
dischar e
X I
Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the
Lagoons and pits • Gusted solids
crusting of solids to a depth of no more than 6 to
8 inches over more than 30 ercent of surface
�_J
Maintain vegetative control along banks of
lagoons and other impoundments to prevent
Excessive vegetative • Decaying vegetation
growth
accumulation of decaying vegetative matter along
water's edge m impoundment's perimeter.
Feeders
stems
Feed spillage ElDesign, operate, and maintain feed systems (e.g.,
bunkers and troughs) to minimize the
accumulation of decaying wastage
Clean up spillage on a routine basis (e.g., 7- to
10-day interval during summer; 15- to 30-day
interval durin winter] _
AMIC — November 11, 1996, page I

Insect Control Checklist for Animal Operations
Source
Cause
BMPs to Control Insects Site Specific Practices
Feed storage
• Accumulations of feed residuesXReduce
=round
moisture accumulation within and
immediate perimeter of feed storage
areas by ensuring drainage is away from site
and/or providing adequate containment (e.g.,
covered bin for brewer's grain and similar high
moisture grain products)
Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed —
Animal holding areas
Accumulations of animal wastes
Eliminate low areas that trap moisture along
fences and other locations where waste
and feed wastage
accumulates and disturbance by animals is
minimal
fence rows and filter strips around
aMaintain
animal holding areas to minimize accumulations
of wastes (i.e., inspect for and remove or break up
accumulated solids as needed)
Dry manure handling
• Accumulations of animal wastes ❑
Remove spillage on a routine basis (e.g., 7- to 10-
day interval during summer; 15- to 30-day
systems
interval during winter) where manure is loaded
for land application or disposal
for adequate drainage around manure
❑Provide
stockpiles
Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and
manure handling areas as needed
For more information contact:
gy, Box 7613, North Carolina Stall: University, Raleigh, NC 27(95-7613.
Cooperative Extension Service, Department of Entomolo
AMIC — November 11, 1996, page 2

Swine Farm Waste Management Odor Control Checklist
BMPs to Minimize Odor Site S edlri Practices
c Source
Farmstead f
Cause
• Swine production
Vegetative or wooded buffers
P
Recommended best management practices
Good judgment and common sense
X
Animal body surfaces
• Dirty manure -covered animals
X Dry floors
Floor surfaces
• Wet manure -covered floors
a Slotted floors
7X Waterers located over slotted floors
Feeders at high end of solid floors
X
X Scrape manure buildup from floors
Underfloor ventilation for drying
Frequent manure removal by flush, pit recharge,
Manure collection pits
• Urine
X or scrape
• Partial microbial decomposition
X Underfloor ventilation
Ventilation exhaust
• Volatile gases
X Fan maintenance
fans
Dust
Efficient air movement
uIndoor
—
ashdown between groups of animals
surfaces
Dust
X
Feed additives
x
❑ Feeder covers
Feed delivery downspout extenders to feeder
-
-
— — — —
Flu ,h tank covers
Flush tanks • Agitation of recycled lagoon ❑
liquid while tanks are filling
Flush alleys • Agitation during wastewater
conveyance
AMOC — November 11, 1996, page 1
Extend fill lines to near bottom of tanks with
anti -siphon vents
Underfloor flush with underfloor ventilation

Swine Farm Waste Management Odor Control Checklist
Source Cause
BMPs to Minimize Odor Site S ecific Practices
Extend recharge lines to near bottom of pits with
Pit recharge points • Agitation of recycled lagoon anti -siphon vents — f
_liquid while filling p
Agitation Burin sum tank Sump tank covers
Litt stations g g p � —
fillin;� and drawdown --
• Agitation during wastewater ❑ Box covers
Outside drain g
collection or junction conveyance —
boxes _ ❑
End of drainpipes at • Agitation during wastewater X
lagoon conveyance
Lagoon surfaces` • Volatile gas emissions a
• Biological ►nixing
• Agitation X
X
lirigation sprinkler • High pressure agitation
nozzles
Extend discharge point of pipes underneath
_lagoon liquid level T^ _ ----
Proper lagoon liquid capacity
Correct lagoon startup procedures
Minimum surface area -to -volume ratio
Minimum agitation when pumping
Mechanical aeration
Proven biological additives
Irrigate on dry days with little or no wind
Wind drift E Minimum recommended operating pressure
❑Pump intake near lagoon liquid surface
X
Pump from second -stage lagoon — — —
Storage tank or basin • Partial microbial decomposition
Bottom or midlevel loading
surface
• Mixing while tilling ❑ Tank covers
Agitation when emptying ❑ Basin surface mats of solids
❑ Proven biological additives or oxidants
AMOC — November 11, 1996, page 2

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

Additional Information:
Swine Manure Management; .0200 Rule1BMP Packet
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge— Lagoon Treatment; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Flush— Lagoon Treatment; EBAE 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
Controlling Odors from Swine Buildings; PIH-33
Environmental Assurance Program; NPPC Manual
Options for Managing Odor; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings
AMOC — November it, 1996, page 4
Available From:
NCSU, County Extension Center
NCSU— BAE
NCSU— BAE
NCSU— BAE
NCSU-13AE
NCSU--BAE
NCSU— Swine Extension
N.C. Pork Producers Assoc.
NCSU Agricultural Communications
Florida Cooperative Extension

Version —November 26, 2018
Mortality Management Methods
indicate which mathod(s) will be implemented. option.
When selecting multiple methods indicate a primary versus secondary op
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
❑ ® death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
❑ ❑ Landfill at municipal solid waste facility permitted by NC DEG under GS 15A NCAC
13B .0200.
0 Rendering at a rendering plant licensed under G.S. 106-168.7.
❑ ❑ Complete incineration according to 02 NCAC 52C .0102.
❑ A composting system approved and permitted ❑ by f a NCtDe' Department
compost is of Agriculture
ted off farm, Con-
sumer Services Veterinary Division (attach copy permit).
additional requirements must be met and a permit is required from NC DEG.
❑ In the case of dead NC Department o Agriclulltturel& placing
in a er Servicesl(G.S. 106-549.t of a size 70design approved by the
❑ 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
approval by the State Veterinarian must be attacheng human or animal health.
d).
❑ 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 NCDABCS 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). the State Veterinarian may enact
• In the event of imminent threat of a disease emergency,
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Date
Signature of Farm owner/Manager
2/26119 _
Date
Signature of Technical Specialist

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rower: Kilpatrick arm First Stage esigne y:
Address: PO Box 785 Checked By: DSE
Rose Hill NC 28458 Date: 12/23/08
Co_ unt/: Sampson Sheet 1 of 12 f�
FARM INFORMATION
Farm Population:
Nursery: -------- —---- ----
0
Wean to Finish: -------- ----------
13336
Hd.
Finishing: ------- -----------
0
Farrow to weanling:------ —------- ----
0
Farrow to feeder: ---------------
0
Farrow to finish: ----- ------------
0
Boars: -------------------
0
Storage Period: ------- -----------
180
Days
25 Yr. / 24 Hr Storm Event --- —--------- ---
7.5
In.
"Heavy Rain" Factor
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)----------
Y
Does Operator Want Emergency Spillway?
(YIN) -------- ---
N
Was This Design Built Prior to 9/96?
(Y/N) ---- ---
Y
Is Drain Tile Req'd to Lower SHWT?
(Y/N)------ -----
N
Seasonal High Water Table Elev:-------------------
0.00
Freeboard: -------------------
1.0
Ft.
Emergency Spillway Flow Depth:
Side Slopes: ---- --------------
3
:1 (H:V)
0.0
0.0
Top of Dike Elevation: ---------- -
Depth
91.40
Ft.
Finished Bottom Elevation: --------------
10.40 Ft.
81.00
Ft.
Start Pump Elevation: ----------------
19.8 In.
89.76
Ft.
Stop Pump Elevation: ----------------
19.8 In.
89.75
Ft.
Additional Permanent storage provided in 2nd stage
LAGOON VOLUME RE t)IRED VOL. DESIGN VOLUMES % REg-D..
Storm Stor =
115689 (Cu.Ft.)
115,881
(Cu.Ft.) 100.17%
Temporary =
0 (Cu.Ft.)
0
(Cu.Ft.)
=
1533640 (Cu.F�
1,350,672
(Cu.Ft.) 88.07%
_Permanent
Total volume =
1,649,329 (Cu.Ft.)
1,466,552
(Cu.Ft.) 88.92%
1/2 Treatment Volume = 766,820 (Cu.Ft.)
112 Treatment Volume Elevation = 85.37 Ft.
Min. Required Liner Thickness -------------------
Lagoon Surface Area: (Inside TOD)--------------- — -
1.5 Ft_
185,103 S.F:
Murphy -Brown, LLC Engineering P.O. Box 858,Warsaw, NC28398 [phone]

Grower: N11patrick Farm First
Address: PO Box 785
Rose Hill NC 28458
County: Sampson
es5 igned-By: KBVJ
Checked By: DSE
Date. 12/23/08
Sheet 2 of 12
ACTUAL DESIGN
VOLUME CALCULATIONS
BASE VOLUME:
Cu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT. 1
Area SF
Incr. Vol. (Cu. FT)
Cumul. Vol. (Cu. FT)
81.00
133,209
0
82.00
137,851
135,530
135,530
83.00
142,567
140,209
275,739
84.00
147,357
144,962
420,701
85.00
152,221
149,789
570,490
86.00
157,159
154,690
725,180
87.00
162,171
159,665
884,845
88.00
167,257
164,714
1,049, 559
89.00
172,417
169,837
1,219,396
90.00
177,651
175,034
1,394,430
91.00
182,959
180,305
1,574,735
91.40
185,103
73,612
1,648,347
These volumes were calculated using the vertical average end area method.
TOTAL REOD VOL 1,649,329
CF
CUMULATIVE
VOL. __
ZONE VOL. 88.92%
END PUMP = = = = 89.75
FT
1,350,672 CF
TR'MT
1,350,672 88,07%
START PUMP = = : 89.75
FT
1,350,672 CF
TEMP
0
MAX STORAGE = 90.40
FT
1,466,552 CF
STORM
115,881 100.17%
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw, NC 28398 [phone]

rower: KRpatrick Farm Firsf Stage
Address: PO Box 785
Rose Hill NC 28458
County: Sampson
Designed y: KBW
Checked By: DSE
Date: 12/23/08
Sheet 3 of 12
ANAEROBIC WASTE
LAGOON DESIGN
2nd STAGE
FARM ,INFORMATION
Farm Population:
Nursery: --- ---------------
0
Wean to Finish: — ---------
-------
13336 Hd.
Finishing: -------- -------
---
0
Farrow to weanling: ------ ----- --
0
Farrow to feeder: ---------- -------
0
Farrow to finish: -------------------
0
Boars: --- ---------------
0
Storage Period: -------------------
180 Days
25 Yr. / 24 Hr Storm Event -------------------
7.5 In.
"Heavy Rain" Factor
0
Rainfall in Excess of Evaporation ------- ----------
7 In.
Additional Water Usage: -------- ----------
0
Additional Drainage Area: -------------------
185,103 S.F
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape?
(YIN) ---------
Y
Does Operator Want Emergency Spillway?
(YIN) ------
N
Was This Design Built Prior to 9/96?
(YIN) ---------
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:
0.3 Ft.
Side Slopes: ------------------
3 :1 (H:V)
0.0
0.0
Top of Dike Elevation: --- ---------- Depth
103.10 Ft.
Finished Bottom Elevation: --------------- 10.20 Ft.
92.90 Ft.
Start Pump Elevation: ---- —--- -----
29.64 In.
100.63 FL
Stop Pump Elevation: -- ------------ 107.16 In.
94.17 Ft.
LAGOON VOLUME REQUIRED VOL.
DESIGN VOLUMES
% REQ10.
Storm Stor = 211266
(Cu.Ft.)
212,271 (Cu.Ft.)
100.48%
Temporary = 817756
(Cu.Ft.)
818,174 (Cu.Ft.)
100.05%
Permanent = 0
Cu.Ft.)
139,943 (Cu.Ft.)
Total Volume = 1,029,023
(Cu.Ft.)
1,170,389 (Cu.Ft.)
113.74%
75.52 In.
90 Temporary Storage Volume Elevatlon =
96.81 Ft.
Min. Required Liner Thickness
-------------------
1.5 Ft.
Lagoon Surface Area: (Inside TOD)
----------------
-
152,923 S.F.
Murphy -grown, LLC Engineering P.O. Box 856,tWarsaw, NC 28398 f910) 293-3434

Tjrower: Kilpa(rick Farm First -tage
Address: PO Box 785
Rose Hill NC 28458
Countv: Sampson
?esigneA-3� - KBVV
Checked By: DSE
Date: 12/23/08
Sheet 4 of 12
ACTUAL DESIGN
VOLUME CALCULATIONS
BASE VOLUME:
Cu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.
Area SF
Incr. Vot. {Cu. FTj
Cumul. Vol. (Cu. FT_]
92.90
107,341
0
93.00
107,749
10,754
10,754
94.00
111,876
109,813
120,567
95.00
116,079
113,978
234,544
96.00
120,357
118,218
352,762
97.00
124,712
122,535
475,297
98.00
129,143
126,928
602,224
99.00
133,650
131,397
733,621
100.00
138,233
135,942
869,562
101.00
142,892
140,563
1,010,125
102.00
147,627
145,260
1,155,385
103.00
152,438
150,033
1,305,417
103.10
152,923
15,268
1,320,685
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL 1,757,306
CF
CUMULATIVE
VOL. ZONE VOL. 113.74%
END PUMP = = = = 94.17
FT
139,943 CF
TR'MT 139,943
START PUMP = =: 100.63
FT
958,117 CF
TEMP 818,174 100,05%
MAX STORAGE = 102.10
FT
1,170,388 CF
STOWA; 212,271 100.48%
Murphy -Brawn, LLC Engineering P.O. Box 856,Warsaw, NC 28398 [phone]

Grower: Kilpatrick Farm First Stage Designed By: KBW
Address: PO Box 785 Checked By: DSE
Rose Hill NC 28458 Date: 12/23/08
County: Sampson _ Sheet 5 of 12
MINIMUM REQUIRED VOLUME CALCULATIONS 1st STAGE
Permanent Storage:
Required Treatment Volume.
Animal Type Capacity AL (cu.ft.Ab) — otaf
Nursery
0
30
1.00
0
Wean to Finish
13,336
115
1.00
1,533,640
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
01
4001
1.00
1 0
Total Required Treatment Volume (cu. ft.)= 1,533,540
Sludge Storage Volume:
Animal Type Capacity ALW ' (cu. I. b = otat
Nursery—
0
30
0.00
0
Wean to Finish
13,336
115
0.00
0
Finishing
0
135
0.00
0
Farrow to weanling
0
433
0.00
0
Farrow to feeder
0
0
522
0.00
0
Farrow to finish
1,417
400
0.00
0.00
0
0
Boars
0
Total Required Sludge Storage Volume (cu. ft.)=
Storm Storage:
Vol.=(Lagoon Surf. Area + AddVI Drainage Area) ' 25Yr./24Hr_ Storm(in) / 12in./ft.
Vol.= (185103 sq.ft + 0 sq.ft.) ' 7.5 in. /12 in./ft.
Total Required Volume for 25Yr.124Hr. Storm Event (cu.ft)=
"Heavy Rain" Storage.
Vol.=(Lagoon Surf. Area + Addtl Drainage Area)' "Heavy Rain" Factor (in) / 12in.1ft.
Vol.= (185103 sq.ft + 0 sq.ft.) ' 0.0 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) =
(for Extended Periods of Chronic Rainfall)
Total Required Storm Storage
(25Yr. / 241-1r. Storm +'Heavy Rain')=
Total Required Permanent Storage
(Treatment + Sludge) _
0
115,689
115,689 (CU.FT)
1,533,640 (CU.FT)
TOTAL REQUIRED 1st STAGE VOLUME = 1649329 (CU.FT.)
Engineering P.O. Box 856, Warsaw NC 28398
0

Grower: Kilpatrick Farm First Stage
Address: PO Box 785
Rose Hill NC 28458
County: Sampson
Designed By: KBW
Checked By: DSE
Date: 12/23/08
Sheet 6 of 12
Temporary Storage Volume:
Manure Production:
Animal Type
Capacity
o. Period
=Total
Excess Fresh Water:
Total Manure Production (gals.)=
Total Manure Production (cu.ft.)=
2,801,449
374,525
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=
1,840,448
246,049
Murphy -Brown, LLC Engineering
P.O. Box 656, Warsaw NO 28398
(910) 293-343.
Nursery
0
180
0.30
b
Wean to Finish
13,336
180
1.17
2,801,449
Finishing
0
180
1.37
0
Farrow to weanlin
0
180
4.39
0
Farrow to feeder
0
180
5.30
0
Farrow to finish
0
0
18Q
14.38
0
Boars
180
4.06
0
nima Type apaaty to. en = Total
Nursery
0
180
180
0.00
0.77
0
1,840,448
Nursery
13,336
Finishing
0
180
0.00
0
Farrow to weanling
0
180
0.00
Q
Farrow to feeder
0
180
0.00
0
Farrow to finish
0
180
0.00
0
Boars
0
180
0.00
0

Grower: Kilpatrick Farm First Stage
Address: PO Box 785
Rose Hill NC 28458
County: Sampson
Temporary_ Storage Volume:.jCont.;
Designed By: KBW
Checked By: DSE
Date:
Sheet 7 of 12
12/23/08
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area 1 st + Lagoon Area 2nd + Additional Drainage Area) * Rainfall / 12in./ft
Vol,= (185103 sq.ft. + 152923 sq.ft. + 0 sq.ft.) * 7.0 in. 112 in./ft.
Total Required Volume for Rainfall In Excess of Evap. (cu.ft.)= 197,182
Storm Storage: E
Vol.=(Lagoon Surface Area ist + Lagoon Area 2nd + Additional Drainage Area * 25Yr./24Hr Storm(in.)/12in./
Vol.= (185103 sq.ft + 152923 sq.ft. + 0 sq.ft.) * 0.0 in.
Total Required Volume for 25Yr./24Hr. Storm Event (cu.ft)= 211,266
"Heavy Rain" Storage:
Vol.=(Lagoon Surface Area 1 st + Lagoon Area 2nd + Additional Drainage Area) * Heavy Rain Factor(in) / 12in.
Vol.= (185103 sq.ft + 152923 sq.ft. + 0 sq.ft.) * 0.0 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) = 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
0
Total Required Storm Storage
(25Yr. / 24Hr. Storm + 'Heavy Rain')= 211,266 (CUYT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storat 817,756 (CU,FT)
Total Required Permanent Storage
(Treatment + Sludge) = 0 (CU.FT)
TOTAL REQUIRED 2nd STAGE VOLUME =1029023 (CU.FT.)
a
0

Grower: Kilpatrick Farm First Stage Designed By: KBW
Address: PO Box 785 Checked By: DSE
Rose Hill NC 28458 Date: 12/23/08
County: Sampson Sheet 8 of 12
LAGOON DESIGN SUMMARY ist STAGE
Top of Dike Elevation --------- ---------
91.40
FT.
Emergency Spillway Crest Elevation -------------------
Not A f
Applicable
Top of 25Yr. / 24Hr. Storm Storage -------------------
90.40
FT.
Top of "Heavy Rain" Storage ------ -------------
Not
Applicable
Start Pump Elevation -------------------
89.75
FT.
End Pump Elevation -------------------
89.75
FT.
Top of Sludge Storage ------ ------------
Not
Applicable
Seasonal High Watertable Elev.------------------
0.00
Finished Bottom Elevation --- ---------------
81.00
FT.
Inside Top Length -------------------
Not
Applicable
Inside Top Width ------------------
Not
Applicable
Side Slopes ------------------
3.0:1
H:V
Lagoon Surface Area ------------------
185,103
SF
Min. Liner Thickness (if required) -------------------
1.5
FT.
Freeboard Depth --- ---------------
1.00
FT.
Temporary Storage Period -------------------
180 Days
Zone Deaths:
TOTAL DESIGN VOLUME = 1466552 (CU.FT.)
Treatment / Sludge Storage Zone Depth -----------
Temporary Storage Zone Depth --- --
Freeboard / Storm Storage Zone Depth ----------
Total Lagoon Depth --------
Engineering
Warsaw NC 283
8.8 FT.
0.0 FT.
1.7 FT,
10.4 FT.
(910)

Grower: Kilpatrick Farm First
Address: PO Box 785
Rose Hill NC 28458
County: Sampson
Designed By: KBW
Checked By: DSE
Date:
Sheet 9 of 12
LAGOON DESIGN SUMMARY 2nd STAGE
12/23/08
Top of Dike Elevation -------------------
103.10
FT.
Emergency Spillway Crest Elevation ------------------
Not
Applicable
Top of 25Yr. / 241-1r. Storm Storage -------- ----------
102.10
FT.
Top of "Heavy Rain" Storage ------ -----------
Not
Applicable
Start Pump Elevation ------------ ------
100.63
FT.
End Pump Elevation -------------------
94.17
FT.
Top of Sludge Storage ------- -----------
Not
Applicable
Seasonal High Watertable Elev.--------- ---------
0.00
Finished Bottom Elevation — ------------- ----
92.90
FT.
Inside Top Length ------------------
Not
Applicable
Inside Top Width ------ -----------
Not
Applicable
Side Slopes ______________
3.0:1
H:V
Lagoon Surface Area --------------
152,923
SF
Min. Liner Thickness (if required) -------------- ----
1.5
FT.
Freeboard Depth ---------------
1.00
FT_
Temporary Storage Period ----------------
180
Days
Zone Depths:
TOTAL DESIGN VOLUME=1170388 (CU.FT.)
Treatment / Sludge Storage Zone Depth ---------
Temporary Storage Zone Depth ---------
Freeboard / Storm Storage Zone Depth ----------
Total Lagoon Depth-----------
O. Box
1.3 FT.
6.5 FT.
2.5 FT.
10.2 FT.

Grower: Kilpatrick Farm First Stage
Address: PO Box 785
Rase Hill NC 28458
County: Sampson
1
1
STRT PMP EL.= 89.75
ZONE ELEVATIONS 1st STAGE
TOP OF DIKE ELEV = 91.40
1 TOP OF STORM ELEV = 90.40
1
1 TOP OF TEMP STORAGE ELEV = 89.75
1
END PMP EL. = 89.75 1 TOP OF TREAT ELEV = 89.75
1
1 I
1 J
FINISHED BOTTOM ELEV = 81.00
Murohv-Brown. LLC Enaineerina
856. Warsaw NC 28398
Checkec DSE
Date: 12/23/08
Sheet 10 of 12
[phone]

Grower: Kilpatrick Farm First Stage
Address: PO Box 785
Rose Hill NC 28458
Coun Sampson
/ 1
STRT PMP EL.= 100.63
END PIMP EL. = 94.17
Murphy -Brown,
ZONE ELEVATIONS 2nd STAGE
TOP OF DIKE ELEV = 103.10
1 TOP OF STORM ELEV = 102.10
1
1 TOP OF TEMP STORAGE ELEV = 100.63
TOP OF TREAT ELEV = 94.17
FINISHED BOTTOM ELEV = 92.90
P.O. Box 856, Warsaw NC 28398
Checkec DSE
Date: 12/23/08
Sheet 11 of 12
[phone]

Grower: Kilpatrick Farm First Stage Designed By: KBW
Address: PO Box 785 Checked By: DSE
Rose Hill NC 28458 Date: 12/23/08
County: Sampson Sheet 12 of 12
This livestock waste treatment lagoon is designed in accordance with the North Carolina
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.

DATE. I 2-
COMMENTS: The lagoon has been designed as an irregular shape.
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 su ercede the
certification of the farm
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

(3rowef: AAerntt i-arm E)eslylivu vy. r.ravv
Address: PO Box 759 Checked By: DSE
Rose Hill, NC 28458 Date: 03/04/10
County: Duplin Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
Farm Population:
Nursery: — -----------------
0
Wean to Finish: ----------- --------
0
Finishing: — -----------------
4330
Hd.
Farrow to weanling:-- ------ —____
0
Farrow to feeder: ---------- -- ----
--
0
Farrow to finish: -------------------
0
Boars: -------------------
0
Storage Period: -------------------
91
Days
25 Yr. 124 Hr Storm Event ----------- -----
7.5
In.
"Heavy Rain" Factor
7.5
In.
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?
(YIN) ----------
Y
Is Drain Tile Req'd to Lower SHWT?
(YIN) ---------
N
Seasonal High Water Table E1ev:-------------------
0.00
Freeboard: ------- -----------
1.0
Ff.
Emergency Spillway Flow Depth:
0.3
Ft.
Side Slopes: -------------------
3
:1 (H:V)
Inside Top Length:
388.0
Ft.
Inside Top Width:
334.2
Ft.
Top of Dike Elevation: ------- -------
Depth
100.00
Ft.
Finished Bottom Elevation: ----------------
9.13 Ft.
90.87
Ft.
Start Pump Elevation: ---------------•
19.92 In.
98.34
Ft.
Stop Pump Elevation: ------ ---------
34.8 In.
97.10
Ft.
LAGOON VOLUME REQUIRED VOL. DESIGN VOLUMES % REQ'D.
Storm Stor = 81044 (Cu.Ft.)
Temporary = 147809 (Cu.Ft.)
Permanent = 584550 (Cu.Ft.)
Total Volume = 813,403 (Cu.Ft.)
1/2 Treatment Volume =
1I2 Treatment Volume Elevation =
90 Temporary Storage Volume Elevation
Min. Required Liner Thickness
Lagoon Surface Area: (inside TOD)
81,351
(Cu.Ft.)
100.38%
149,072
(Cu.Ft.)
100.85%
591,023
(Cu.Ft,)
101.11%
121,446
(Cu.Ft.)
100.99%
292,275
(Cu.Ft.)
94.49
Ft.
66.12 in.
NIA
Ft.
NIA In.
1.5 Ft.
129,670 S.F.
Murphy -Brown, LLC Engineering P.O. Box 856 ,Warsaw, NG 28398 [phone]

Grower: 'Merritt Farm Designec By:
Address: PO Box 759 Checked By: DSE
Rose Hill, NC 28458 Date: 03/04/10
County: Duplin Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: Cu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT. I
AreaLSFj
Incr. Vol. Cu. FT
Cumui. Vol. (Cu. FT!
90.87
93,108
(63,502)
91.00
93,587
12,135
(51,367)
92.00
97,308
95,447
44,081
93.00
101,101
99,205
143,285
94.00
104,966
103,034
246,319
95.00
108,904
106,935
353,254
96.00
112,913
110,908
464,162
97.00
116,994
114,953
579,116
98.00
121,147
119,071
698,186
99.00
125,372
123,260
821,446
100.00
129,670
127,521
948,967
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL
813,403
CF
CUMULATIVE
VOL.
ZONE VOL.
100.99%
END PUMP = = = =
97.10
FT
591,023 CF
TR'MT
591,023
101.11 %
START PUMP = =:
98.34
FT
740,095 CF
TEMP
149,072
100.85%
MAX STORAGE =
99.00
FT
821,446 CF
STORM
81,351
100.38%
Murphy -Brown, LLC Engineering P.O. Box 856,Warsaw, NC 28398 [phone]

Grower: Merritt Farm
Address. PO Box 759
Rose Hill, NC 28458
County: Duplin
Tems�orary Storage Volume: Cont.
Designed By: KBW
Checked By: DSE
Date: 03/04/10
Sheet 4 of 7
Rainfall In Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area)' Rainfall / 12in./ft
Vol.= (129670 sq.ft. + 0 sq.ft.) ` 7 in. /12 in.fft.
Total Required Volume for Rainfall In Excess of Evap. (cu.ft.)= 75.641
Storm Storage:
Vol.=(Lagoon Surf. Area + Addfl Drainage Area) ` 25Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (129670 sq.ft + 0 sq.fl.) ` 7.5 in. /12 in./ft.
Total Required Volume for 25Yr./24Hr. Storm Event (cu.ft)= 81,044
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) ' "Heavy Rain" Factor (in) / 121n.1ft.
Vol.= (129670 sq.ft + 0 sq.ft.) ` 7.5 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) = 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
0 0
Total Required Storm Storage
(25Yr. / 24Hr. Storm +'Heavy Rain')
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage)
Total Required Permanent Storage
(Treatment + Sludge) _
TOTAL REQUIRED VOLUME = 813403 (CU.FT.)
856,
81,044 (CU.FT)
147,809 (CU.FT)
584,550 (CU.FT)

Grower: Merritt Farm
Address: PO Box 759
Rose Hill, NC 28458
County. Duplin
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
Zone Depths:
Designed By: KBW
Checked By: DSE
Date: 03/04/10
Sheet 5 of 7
TOTAL DESIGN VOLUME = 821446 (CU-FT.)
Treatment / Sludge Storage Zone Depth -----------
Temporary Storage Zone Depth - -
Freeboard / Storm Storage Zone Depth -----------
Total Lagoon Depth ----
100.00
FT.
Not Al Applicable
99.00
FT.
Not
Applicable
98.34
FT.
97.10
FT.
Not
Applicable
0.00
90.87
FT.
388,00
FT.
334.20
FT.
3:1
H:V
129,670
SF
1.5
FT.
1.00
FT.
91 Days
6.2 FT.
1.2 FT.
1.7 FT.
9.1 FT.
w NC 28398 (910)

Grower: Merritt Farm Designe KBW
Address: PO Box 759 Checker DSE
Rose Hill, NC 28458 Date: 03/04/10
County: Duplin — Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV = 100.00
/ \ TOP OF STORM ELEV = 99.00
1
1
STRT PMP EL.= 98.34 1 TOP OF TEMP STORAGE ELEV = 98.34
END PMP EL. = 97.10 1 TOP OF TREAT ELEV = 97.10
1 �
1 /
1 /
FINISHED BOTTOM ELEV = 90.87
Murphy -Brown, LLC; tngineenng
r.V. GPVA VJV, yr ar uo
r �
/ 1
1
SHWT = 0,00
754m goy_-qa�a

Grower: Merritt Farm Designed By: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill, NC 28458 Date: 03/04/10
County: Du- lin 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: s CGr
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
certification of the farm.
t_!C Engineering P.O. Box 856, Warsaw NC 28399
[phone]