310740_Application_20230811

August 29, 2023
Christine Lawson
NCDEQ Division of Water Resources
1636 Mail Service Center
Raleigh, NC 27699-1636
Subject: Victory Farm
Facility # AWS310740
State Digester General Permit
Dear Ms. Lawson,
C AVA N A U G H
Stewaia,_t,p ,i,, s,6- ,_;,ovation
Cavanaugh & Associates, P.A., on behalf of the farm owner, hereby submits the following application to
NCDEQ Division of Water Resources for review of the State Digester General Permit application package
for Victory Farm. The subject project is located in Duplin County, North Carolina.
To facilitate your review of the enclosed documentation, the following is an itemized breakdown:
1. One (1) original 'State Digester General Permit Application' 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 engineering plans, as well as one (1) 11"x17" set.
As marked in the 'State Digester General Permit Application' 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 lagoons will be converted to an
anaerobic digester.
Influent sampling will be accomplished via sampling from the influent lift station or gravity main
conveying flushed manure to the digester, where applicable. Effluent sampling will be accomplished via
sampling from the level control wet well.
Regarding usage of the biogas, the applicant plans to utilize the biogas produced from the facility to
generate a renewable energy resource for export off the farm. Specific details of how the applicant
plans to do this are not yet released, but the applicant plans to begin export of the renewable energy
resource within 12 months of commencing construction.
Regarding estimate of daily volume of biogas, the daily volume of biogas varies based on animal stocking
numbers, animal age, and climatic variations. A gross estimate that is commonly used for in -ground,
ambient temperature digesters is about 2 cubic feet of biogas per pig occupant in the farm per day;
however, the actual amount of biogas produced by the farm may vary significantly given the
considerations described above.
Cavanaugh & Associates, P.A. PO Box 11197 Winston-Salem, NC 27116, 1-877-557-8923, www.covanaughsolutions.com

Regarding emergency flare, an emergency flare will not be provided for the proposed farm. Rather,
should the applicant need to dispose of excess biogas, the system operator will open one or more
emergency vent ports to be installed as part of the HDPE digester cover system, and release the biogas.
Please do not hesitate to contact our office should you have any questions, comments, or require any
additional information.
Regards,
Cavanaugh & Associates, P.A.
Kir0�0rit.,
Jeff P. Cappadona, P.E.
Attachments
cc: Farm Owner

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Feeding Operations Permit Application Form
(THIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL)
State Digester General Permit — Farm Digester System
1. GENERAL INFORMATION:
1.1 Facility name: Victory Farm
1.2 Print Owner's name: Hilton Agribusiness, LLC
1.3 Mailing address: 664 Ben Greene Industrial Park Rd.
City, State: Elizabethtown, NC Zip: 28337
Telephone (include area code): [phone] Fax: O -
Email:
1.4 Physical address: 1575 Veachs Mill Rd
City, State: Warsaw, NC Zip: 28398
Telephone number (include area code): ( ) -
Latitude 35.0425' Longitude-78.03330 (Decimal Degrees from Google Earth)
1.5 County where facility is located: Duplin
1.6 Facility location (directions from nearest major highway, using SR numbers for state roads): From Exit 364 on I-40, head
east on College St. for 2.3 miles, turn left onto N. Pine St. and go 0.1 miles, turn right at the 2nd cross street onto E Hill St.
and go 0.8 miles, continue onto Revelle Rd. and go 3.2 miles, continue onto Veachs Mill Rd. and go 0.5 miles, the farm
entrance will be on the right.
1.7 Farm Manager's name (if different from Landowner):
1.8 Lessee's / Integrator's name (if applicable; circle which type is listed): Smithfield Foods
1.9 Facility's original start-up date: Date(s) of facility expansion(s) (if applicable):
1.10 Design Contact name: Jeff Cappadona Phone [phone] Email: jeffrgy.cappadona(&cavanaughsolutions.com
2. OPERATION INFORMATION:
2.1 Facility number: AWS310740
2.2 Operation Description:
Please enter the Design Capacity of the system. The "No. of Animals" should be the maximum number for which the
current swine waste management system is permitted.
Tyne of Swine No. of Animals Type of Poultry No. of Animals Type of Cattle No. of Animals
❑ Wean to Feeder ❑ Layer ❑ Beef Brood Cow
® Feeder to Finish 10,496 ❑ Non -Layer ❑ Beef Feeder
❑ Farrow to Wean (# sow) ❑ Turkey ❑ Beef Stocker Calf
❑ Farrow to Feeder (# sow)
❑ Farrow to Finish (# sow)
❑ Wean to Finish (# sow)
❑ Gilts
❑ Boar/Stud
❑ Turkey Poults
❑ Dairy Calf
❑ Dairy Heifer
❑ Dry Cow
❑ Milk Cow
FORM: AWO-STATE-G-DIGESTER-7/07/2022 Page 1 of 6

❑ Other Type of Livestock on the farm:
No. of Animals:
2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): See attached Waste Utilization Plan Acres
Required Acreage (as listed in the CAWMP): See attached Waste Utilization Plan Acres
Existing Application Area (pre -construction): See attached Waste Utilization Plan Acres
Proposed Application Area (post -construction): Same as existing (see attached Waste Utilization Plan) 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 other PRIMARY TREATMENT: (double click on "Select" for drop -down menu box)
Treatment
Existi,g?
Name of
Treatment
Type of
Liner
Surface
Type of Cover
TO Capacity
Req'd
Capacity
Unit Type
YP
(Y/N)
Unit
Material
Area
Material
(cu. Ft.)
(cu.ft.)
Covered Lago
Y (Lagoon
Digester
Soil in situ
83,618
Synthetic (80 mil)
682,268
682,268
Conversion)
(Lagoon C)
Select
Select
Select
Select
Select
Select
a.l Are engineering designs, drawings, specifications, and details attached? YES or NO (circle one)
b. SECONDARY TREATMENT/STORAGE: (double click on "Select" for drop -down menu box)
Name of Storage
Unit
Existing?
(Y/N)
Type of Liner
Material
Surface Area
Ttl Capacity
(cu. Ft.)
Req'd Capacity
(cu.ft.)
Lagoon B
Y
Soil in situ
125,366
682,556
968,835
Lagoon A
Y
Soil in situ
109,156
604,536
862,235
Soil in situ
Soil in situ
*Note: The "Total Capacity" and "Req'd Capacity" is given per the existing lagoon calculations for this farm (Lagoon C
sealed by David S. Elkin on 2016-1-6, Lagoon B sealed by David S. Elkin on 2016-1-6, and Lagoon A David S. Elkin on
2009-4-2)
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? YES or NO (circle one)
2.8 Describe Water Movement between Barns, Digesters, and Storage Ponds (double click on "Select" for drop -down menu
box)
Pump Station or
Minimum Pump
Plan Sheet
Location
Gravity
Pipe Size
Capacity
Reference
GPM
TDH
Barns to Digester
Pump Station (ILS)
8"
Sum
17
C.2.33.1
1
Digester to Secondary
Pump Station (LC)
6"
1 59)
16
C.2.33.1
Secondary to Tertiary
Pump Station (TP)
6"
4u01
18
C.2.33.1
1
FORM: AWO-STATE-G-DIGESTER-7/07/2022 Page 2 of 6

3.
Select
Select
Select
Select
Select
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.
3.1 One completed and signed original of the application for Digester Animal Waste Management A li nt's Ini - is
System Application Form.
3.2 A general location map indicating the location of the animal waste facilities and field locations
where animal waste is land applied and a county road map with the location of the facility
indicated. !/
N/A, see cover letter
3.3 Documentation that new digester structure(s) meets the Swine Farm Siting Act, for swine
operations.
3.3.1 Site Map. The scale of this map shall not exceed 1 inch = 400 feet.
3.3.2 All proposed digesters to occupied residences > 1500 feet OR no closer than existing setback.
Existing setback = feet
3.3.3 All proposed digesters to schools, hospitals, churches, outdoor recreational facilities, national parks, state
parks, historic properties, or childcare centers > 2500 feet OR no closer than existing setback.
Existing setback = feet
3.3.4 All proposed digesters to property boundaries > 500 feet OR no closer than existing setback.
Existing setback = feet
3.3.5 All proposed digesters to Public Water supply wells > 500 feet.
3.3.6 The map shall show the location of any property boundaries and perennial streams, or rivers located
within 75 feet of waste application areas.
3.4 One copy of all engineering documents, including, but not limited to, calculations,
equipment specifications, plan and profile drawings to scale, construction materials,
supporting equations or justifications. '
3.5 A detailed narrative of the Farm Digester Animal Waste Management System.
3.6 A copy of the CAWMP which must include the following components. Some of these
components may not have been required at the time the facility was initially certified but must
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
3.6.2 The method by which waste is applied to the disposal fields (e.g., irrigation, injection, etc.)
3.6.3 A map of every field used for land application
3.6.4 The soil series present on every land application field
3.6.5 The crops grown on every land application field
3.6.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP
3.6.7 The PAN applied to every application field
3.6.8 The waste application windows for every crop utilized in the WUP
3.6.9 The required NRCS Standard Specifications
3.6.10 A site schematic
FORM: AWO-STATE-G-DIGESTER-7/07/2022 Page 3 of 6

3.6.11 Emergency Action Plan
3.6.12 Insect Control Checklist with chosen best management practices noted
3.6.13 Odor Control Checklist with chosen best management practices noted
3.6.14 Mortality Control Checklist with the selected method noted
3.6.15 Lagoon/storage pond capacity documentation (design, calculations, etc.); please be sure to include any
site evaluations, wetland determinations, or hazard classifications that may be applicable to your
facility
3.6.16 Site Specific Operation and Maintenance Plan
If your 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, Jeff Ca adona (P.E. representing Owner's name listed in question 1.2), attest
that this application for Victory Farm (Facility name listed in question 1.1) has been reviewed by me and is accurate and complete to
the best of my knowle#. I understand that if all required parts of this application are not completed and that if all required
supporting infortnatigy#d aWhmeris are not included, this application package will be returned to me as incomplete.
Signature _ � � Date 707� J' Z
Engineer's Seal

5. FARM OWNER/PERMITTEE CERTIFICATION:
1. ; kTo kn h '"'k'h< 5 S LL L (Owner/Permittee name listed in question 1.2), attest
that this application or Victory Farm (Facility name listed in question 1.1) has been reviewed by me and is accurate and complete to
the best of my know d-e. I understand that if all required parts of this application are not completed and that if all required
supporting info tion attachments are not included, this application package will be returned as incomplete.
Signature �, Date
6. MANAGER'S CERTIFICATION: (complete only if different from the Farm Owner)
I, (Manager's name listed in question 1.7), attest that this
application for Victory, 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 attachments are not included, this application package will be returned as incomplete.
Signature
Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER RESOURCES
WATER QUALITY PERMITTING SECTION
ANIMAL FEEDING OPERATIONS PROGRAM
1636 MAIL SERVICE CENTER
FORM: AWO-STATE-G-DIGESTER-7/07/2022 Page 4 of 6

DocuSign Envelope ID: 67714FA8-8F1A-497A-ACD1-4355A17650C9
ANIMAL FEEDING OPERATIONS PROGRAM
1636 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1636
TELEPHONE NUMBER: [phone]
ELECTRONIC SUBMISSION IS ENCOURAGED. EMAIL TO: [e-mail]
7. SURFACE WATER CLASSIFICATION:
This form must be completed by the appropriate DWR regional office and included as
a part of the project submittal information.
INSTRUCTIONS TO NC PROFESSIONALS:
The classification of the downslope surface waters (the surface waters that any overflow from the facility
would flow toward) in which this animal waste management system will be operated must be determined by
the appropriate DWR regional office. Therefore, you are required, prior to submittal of the application
package, to submit this form, with items 1 through 6 completed, to the appropriate Division of Water
Resources Regional Operations Supervisor (see page 6 of 6). At a minimum, you must include an 8.5" by I V
copy of the portion of a 7.5-minute USGS Topographic Map which shows the location of this animal waste
application system and the downslope surface waters in which they will be located. Identify the closest
downslope surface waters on the attached map copy. Once the regional office has completed the
classification, reincorporate this completed page and the topographic map into the complete
application form and submit the application package.
7.1 Facility Name & Number: Farm 2029 AWS310740
7.2 Name & complete address of engineering firm: Cavanaugh, PO Box 11197 Winston-Salem, NC 27116
Telephone: [phone] Fax: ( )
Email: jeffrey.cappadonakcavanaughsolutions.com
7.3 Name of closest downslope surface waters: King Branch
7.4 County(ies) where the animal waste management system and surface waters are located Duplin
7.5 Map name and date: Warsaw North, NC 2022
7.6 NC Professional's Seal (If appropriate), Signature, and Date: On -Man
FORM: AWO-STATE-G-DIGESTER-7/07/2022
Page 6 of 6

DocuSign Envelope ID: 67714FA8-8F1A-497A-ACD1-4355A17650C9
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:
UT to Nahunga Creek
Classification (as established by the Environmental Management Commission):
C; SW
Proposed classification, if applicable:
Signature of regional office personnel:
9/6/2023
(All attachments must be signed)
Date:
FORM: AWO-STATE-G-DIGESTER-7/07/2022
Page 7 of 6

DocuSign Envelope ID: 67714FA8-8F1A-497A-ACD1-4355A17650C9
(#1) KING BRANCH t�
(NORTH FORK
NAHUNGA CREEK�_�
qaFARM 2029
erton
PROPOSED COVERED
LAGOON FOR FARM 2029
(#2) UNNAME[
TRIBUTARY TC
NAHUNGA
CREEK
NAME OF STREAM
STREAM CLASS
STREAM INDEX
1
KING BRANCH (NF NaH Ck)
C; Sw
18-74-19-13-1
2
NAHUNGA CREEK
C;Sw
18-74-19-13
LATITUDE:
LONGITUDE:
BASIN:
MAP NAME & #:
35.039553
-78.033736
CAPE FEAR
WARSAW NORTH, N
2022
WATERSHED CLASSIFICATION MAP
ON —FARM BIOGAS SYSTEM
FARM 2029
OWNER: MURPHY—BROWN, LLC.
DUMN COUNTY
NORTH CAROMNA
CAVANAU G H
Stewardship through innovation
Cavanaugh & Associates, P.A. PO Box 11197
Winston-Salem, NC 27116
[phone] Fax: [phone] www.cavanaughsolutions.com
NS RID
LOCATION
NOT TO SCALE
PROJECT #: BE21.015
DRAWN BY: LJL
BD 11E: SCALE. 1 "=1000'
DATE: 2023-08

Victory Farm Volume Calculations
Project: Victory Farm
Project No: BE.21.015
Date: 2023-8-29
Existing Configuration (For Reference)
Farm Information:
CAVANAU G H
Stewaramip Through Innovation
Location: Duplin County, NC Design By: JPC
Checked By: JPC
Farm Population:
Lagoon 8 & C: 6,480 Finishing
Lagoon A: 3,830 Finishing
Total: 10,310 Finishing
Storm and Rainfall:
Storm (25-yr, 24-hr): 7.5 in.
Rainfall In Excess Of Evaporation: 7.0 in.
"Heavy Rain" 0.0 in.
MI

1 of 7

Proposed Configuration (Conversion of Existing 'Lagoon C' to Digester)
Flow Path:
Structure
I Latitude, Longitude
Comments
Digester (Lagoon C)
135.039528,778.033738
South
Lagoon B
135.040972, -78.033150
East
Lagoon A
135.040143, -78.034886
West
Sludge:
CAVANAU G H
Stewardship Through Innovation
Measured Sludge Depth:
2.1 ft
Note: 'Measured Sludge Depth' is from sludge survey dated
Planned Sludge Depth:
2.1 ft
2023-3-20
Sludge to be Removed:
0 cf
0 gal
Volumes:
Capacity =
10,496 Finishing
* cf/lb
=Total
Capacity
- ALW
Treatment Volume =
1 10,496
135
11.00
11,416,960
cf
Capacity jDays of Storage gal/(head day) = Total
Daily lnfow= 1 10,496 90 11.37 1,294,157 gallons
173,016 cf
2 of 7

CAVANAU G H
iewardship Through lnnovatlon
Note: The existing volumes shown below are provided based on the existing lagoon design for this farm,
provided by the farm owner
Volume Required* (cf)
Digester
(i.e. Lagoon C)
Existing
'Lagoon B'
Existing
'Lagoon A'
Tota
Required
Desired Digester Treatment Volume
332,100
N/A
N/A
332,100
Additional Treatment
235,413
449,450
399,997
1,084,860
Sludge Storage
96,003
0
0
96,003
Excess Wash Water
0
0
0
0
Rainfall In Excess Of Evaporation
0
73,130
63,674
136,805
Storm Storage
0
78,354
68,223
146,576
"Heavy Rain"
0
0
0
0
Daily Inflow (90 days)
1 18,752
81,622
72,641
173,016
Total
1 682,268
682,556
604,536
1,969,359
Note: Both 'Rainfall In Excess Of Evaporation' and 'Storm Storage' are shown as 0 cf for the digester because the HDPE
cover prevents rain from entering the wastewater system and therefore doesn't need to be included in these volume
calculations; the rain that falls on the cover is simply pumped off of the cover with a rainwater pump(s).
That being said, per the NRCS 366 Anerobic Digester standard, rainfall is included in determining the operational
volume of the digester. The NOAA Atlas 14 30yr normal rainfall data for the area has been used to determine the 25-year,
24-hour rainfall on the digester. With this data, the following value has been used for the the 25-year, 24-hour rainfall event:
Storm (25-yr, 24-hr): T 5 in.
Volume Provided*
(cf)
Digester
(i.e. Lagoon C)
Existing
'Lagoon B'
Existing
'Lagoon A'
Tota
Provided
Desired Digester Treatment Volume
332,100
N/A
N/A
332,100
Additional Treatment
235,413
449,450
399,997
1,084,860
Sludge Storage
96,003
0
0
96,003
Excess Wash Water
0
0
0
0
Rainfall In Excess Of Evaporation
0
73,130
63,674
136,805
Storm Storage
0
78,354
68,223
146,576
"Heavy Rain"
0
0
0
0
Daily Inflow (90 days)
1 18,752
367,901
330,341
716,994
Total
1 682,268
968,835
1 862,235
2,513,338
Totals (cf)
Volume
Required* (cf)
Volume Provided*
(cf)
Efficiency
Treatment
1,416,960
1,416,960
100%
Sludge Storage
96,003
96,003
100%
Excess Wash Water
0
0
N/A
Rainfall In Excess Of Evaporation
136,805
136,805
100%
Storm Storage
146,576
146,576
100%
"Heavy Rain"
0
0
N/A
Daily Inflow (90 days)
173,016
716,994
414%
Total
1,969,359
2,513,338
128%
Days of Storage:
Proposed Configuration
Required
Provided
Daily Inflow Volume cu.ft.
173,016
716,994
Days of Storage
90
373
3 of 7

Total Temporary Storage
Proposed Configuration (Conversion of Existing 'Lagoon C' to Digester)
CAVANAU G H
Steworasrcp riaaagr, r;ro.acor;
Temporary Storage Volume Required* (cf)
Digester
(i.e. Lagoon C)
Existing
'Lagoon 13'
Existing
'Lagoon A'
Total
Required
Excess Wash Water
0
0
0
0
Rainfall In Excess Of Evaporation
0
73,130
63,674
136,805
"Heavy Rain"
0
0
0
0
Daily Inflow (90 days)
1 18,7521
81,6221
72,6411
173,016
Total
1 18,7521
154,7521
136,316
309,820
Temporary Storage Volume Provided* (cf)
Digester
(i.e. Lagoon C)
Existing
'Lagoon 13'
Existing
'Lagoon A'
Total
Provided
Excess Wash Water
0
0
0
0
Rainfall In Excess Of Evaporation
0
73,130
63,674
136,805
"Heavy Rain"
0
0
0
0
Daily Inflow (90 days)
1 18,7521
367,9011
330,3411
716,994
Total
1 18,7521
441,0311
394,0151
853,799
Summary
Total Temporary Storage (cf)
Proposed Configuration
Required
Provided
Excess Wash Water
0
0
Rainfall In Excess Of Evaporation
136,805
136,805
"Heavy Rain"
0
0
Daily Inflow (90 days)
173,016
716,994
Total
309,8201
853,799
4 of 7

Digester ('Lagoon C') Volume
Digester ('Lagoon C') Stage -Storage
Elevation ft
Area sf
Incr. Vol cf
Cumul. Vol cf
86.00
35,734
-
10,341
87.00
41,043
38,389
48,730
88.00
44,560
42,802
91,531
89.00
47,746
46,153
137,684
90.00
50,841
49,294
186,978
91.00
53,773
52,307
239,285
92.00
56,585
55,179
294,464
93.00
59,465
58,025
352,489
94.00
62,427
60,946
413,435
95.00
65,469
63,948
477,383
96.00
68,592
67,031
544,413
97.00
72,094
70,343
614,756
98.00
75,783
73,939
688,695
99.00
79,593
77,688
766,383
99.59
83,618
48,147
814,530
Digester Desired Volume:
Digester Treatment Volume
(@ Treatment Elevation of 97.67):
% Desired:
Digester (i.e. Lagoon C) Updated Elevations:
CAVANAU G H
Stewardship Through Innovation
Note: The elevations,
dimensions, and volumes
shown are provided
based on the lagoon
design for Lagoon C of
this farm, sealed by David
Elkin (P.E. #23994) on
2016-1-6
332,100 cu ft. (12,300 cy)
567,513 cu ft. (21,019 cy)
171%
Zone
Volume
Cumulative Vol.
Elevation
Depth (in.)
Planned Sludge
96,0031
96,003
88.10
137.88
Treatment
567,513
663,516
97.67
23.04
Temporary
18,752
682,268
97.92
20.04
Storm
0
682,2681
97.921
20.04
Top of Dike Elev = 99.59' (814,530 cf)
Top of Storm Elev = 97.92' (20.04") (682,268 cf)
Top of Temp Storage Elev = 97.92' (20.04") (682,268 cf) (Start Pump)
Top of Treat Elev = 97.67' (23.04") (663,516 cf) (Stop Pump)
Planned Sludge Elev = 88.10' (137.88") (96,003 cf)
Finished Bottom Elev = 86.00'
5 of 7

Existinq 'Lagoon B' Volume
Existing 'Lagoon B' Stage -Storage
Elevation ft
Area sf
Incr. Vol cf
Cumul. Vol cf
86.00
43,922
-
22,491
87.00
53,733
48,828
71,319
88.00
60,158
56,946
128,264
89.00
65,588
62,873
191,137
90.00
70,506
68,047
259,184
91.00
75,029
72,768
331,952
92.00
79,405
77,217
409,169
93.00
83,914
81,660
490,828
94.00
89,396
86,655
577,483
95.00
95,173
92,285
669,768
96.00
100,972
98,073
767,840
97.00
107,048
104,010
871,850
98.00
113,372
110,210
982,060
98.88
125,366
105,045
1,087,105
Existing 'Lagoon B' Updated Elevations:
CAVANAU G H
Stewardship Through Innovation
Note: The elevations,
dimensions, and volumes
shown are provided
based on the lagoon
design for Lagoon B of
this farm, sealed by David
Elkin (P.E. #23994) on
2016-1-6
Zone
Volume
Cumulative Vol.
Elevation
Depth (in.)
Sludge
01
0
86.00
154.56
Treatment
449,450
449,450
92.50
76.56
Temporary
441,031
890,481
97.17
20.52
Storm
78,354
968,8351
97.881
12.00
To of Dike Elev = 98.88' (1,087,105 cf)
Top of Storm Elev = 97.88' (12.00") (968,835 cf)
Top of Temp Storage Elev = 97.17' (20.52") (890,481 cf) (Start Pump)
Top of Treat Elev = 92.50' (76.56") (449,450 cf) (Stop Pump)
Finished Bottom Elev = 86.00'
6 of 7

Existinq 'Lagoon A' Volume
Existing 'Lagoon A' Stage -Storage
Elevation ft
Area sf
Incr. Vol cf
Cumul. Vol cf
89.00
57,677
-
48,411
90.00
65,125
61,401
109,812
91.00
70,369
67,747
177,559
92.00
74,932
72,651
250,210
93.00
78,950
76,941
327,151
94.00
83,007
80,979
408,129
95.00
87,168
85,088
493,217
96.00
91,435
89,302
582,518
97.00
95,750
93,593
676,111
98.00
99,209
97,480
1 773,590
99.00
102,673
100,941
874,531
99.88
1 109,156
93,205
967,736
CAVANAU G H
Stewardship Through Innovation
Note: The elevations,
dimensions, and volumes
shown are provided
based on the lagoon
design for Lagoon A of
this farm, sealed by David
Elkin (P.E. #23994) on
2009-4-2
* Note: 99.88' is a correction from the existing lagoon design showing 99.83' on the stage -area sheet
Existing 'Lagoon A' Updated Elevations:
Zone
Volume
Cumulative Vol.
Elevation
Depth (in.)
Sludge
01
0
89.00
130.56
Treatment
399,997
399,997
93.90
71.76
Temporary
394,015
794,013
98.21
20.04
Storm
68,223
862,2351
98.881
12.00
of Dike Elev = 99.88' (967,736 cf)
Top of Storm Elev = 98.88' (12.00") (862,235 cf)
Top of Temp Storage Elev = 98.21' (20.04") (794,013 cf) (Start Pump)
Top of Treat Elev = 93.90' (71.76") (399,997 cf) (Stop Pump)
Finished Bottom Elev = 89.00'
7 of 7

Victo
CAVANAU G H
Stewardship Through Innovation
Farm
Pump Station
Calculations
Project No.: BE.21.015
CAVANAUGH & ASSOCIATES, P.A. P❑ BOX 1 1 1 97 WINSTON-SALEM, NC 271 1 6, 1 -877-557-8923
WWW.CAVANAUGHSOLUTIONS.COM

Pressure
25.00
50.00
75.00
100.00
psi
Flow
1.00
300.00
700.00
1000.00
GPM
Victory Farm, Influent Lift Station
ILS
4" Hog, 590 gpm (1 pump) @ 17'
J1
.3
Day 1, 12:1
EPANET 2 Pagel

Page 1 8/29/2023 10:13:54 PM
**********************************************************************
* E P A N E T
* Hydraulic and Water Quality
* Analysis for Pipe Networks
* Version 2.2
**********************************************************************
Input File: Victory Farm ILS.net
Link - Node Table:
Link
Start
End
Length
Diameter
ID
Node
Node
ft
in
----------------------------------------------------------------------
P1
J1
J3
25
7.549
P2
J2
J3
25
7.549
P5
J3
R3
614
7.549
P-1
R1
J1
#N/A
#N/A Pump
P-2
R1
J2
#N/A
#N/A Pump
Energy Usage:
Usage
Avg.
Kw-hr
Avg.
Peak
Cost
Pump Factor
Effie.
/Mgal
Kw
Kw
/day
----------------------------------------------------------------------
P-1 100.00
75.00
70.16
2.47
2.47
0.00
P-2 0.00
0.00
0.00
0.00
0.00
0.00
----------------------------------------------------------------------
Demand
Charge:
0.00
Total
Cost:
0.00
Node Results:
Node
Demand
Head
Pressure
Quality
ID
----------------------------------------------------------------------
GPM
ft
psi
J1
0.00
148.75
64.45
0.00
J2
0.00
147.12
63.75
0.00
J3
0.00
147.12
63.75
0.00
R1
-586.01
132.00
0.00
0.00 Reservoir
R3
586.01
140.43
0.00
0.00 Reservoir

Page 2
Link Results:
----------------------------------------------------------------------
Link
Flow
VelocityUnit
Headloss
Status
ID
GPM
fps
ft/Kft
----------------------------------------------------------------------
P1
586.01
4.20
65.24
Open
P2
0.00
0.00
0.00
Open
P5
586.01
4.20
10.89
Open
P-1
586.01
0.00
-16.75
Open Pump
P-2
0.00
0.00
0.00
Closed Pump

CAVANAUGH
Pump System Design Spreadsheet - C = 120
Project: Victory Farm Location: Duain County, INC Design By:
Project No: BE.21.015 Checked By:
Date: 2023-8-29
Description: Level Control Station
Svstem Regulrements
System
Pipe 1
Length of Pipe
146
Pipe Diameter
6
Elevation Difference
6.80
Pipe Area
0.196
C�
Velocity At Selected Flow (ft/sec)
-
Step: -
ft
ftft
ft Daily Flow Rate = gpdgla
inin Design Period = gpmgpm Average Flow = gpm
(additional flow) (additional flow) Peaking Factor =
Peak Flow = 500 gpm
Nozzle Head = -ft
Pressure Head = ft
Duty Points: 1 Pump: 594 gpm ft 15.8 ft, 6.74 ftlsec
2 Pumps: 924 gpm 0 27.86 ft, 10.48 ft/sec
BASIS OF DESIGN
Pump Chosen:
4" Hog Manure
Manufacturers
System Curve
Pump Curve Data
Friction Head Friction Head Friction Head
Velocity Head
Flow Rate Flow Rate
Velocity
Elevation Head
Pipe 1 Pipe 2
Pipe 3
(Submerged)i FittingNalve Head Nozzle Head
Pressure Head
TDH
TDH
GPM
(ft/sec)
(ft/sec)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
0.00
.80
50.0
20
0.04
0.23
6.80
0.01
0,00
0.00
0.00
0.00
6.81
W40
0.00
0.00
6.85
60
0.13
0.68
6.80
0.07
0.00
0.04
0.00
0.00
6.91
80
M.18
0.91
6.80
0.1
.00
0.00
6.99
100
0.22
1.13
6.80
0.18
0.00
0.12
0.00
0.00
7.10
48.0
120
M.27
1.36
6.80
0.2
.00
0.00
7.22
140
0.31
1.59
6.80
0.33
0.00
0.23
0.00
0.00
7.37
160
0.36
1.82
6.80
0.4
0.00
7.53
45.0
180
0.40
2.04
6.80
0.53
0.00
0.39
0.00
0.00
7.71
200
0.45
2.27
6.80
0.
00
0.00
7.92
42.0
220
0.49
2.50
6.80
0.77
0.00
0.58
0.00
0.00
8.14
240
0.53
2.72
6.80
0.9
.00
0.00
8.39
260
0.58
2.95
6.80
1.05
0.00
0.80
0.00
0.00
8.65
40.0
280
0.62
3.18
6.80
1.20
.00
0.00
8.93
300
0.67
3.40
6.80
1.36
0.00
1.07
0.00
0.00
9.23
38.0
320
0.71
3.63
6.80
1.53
0.00
9.55
340
0,76
3.86
6.80
1.72
0.00
1.38
0.00
0.00
9.89
360
0.80
4.09
6.80
1.91
1.5
0.00
0.00
10.25
35.0
380
0.85
4.31
6.80
2.11
0.00
1.72
0.00
0.00
10.63
400
0.89
4.54
6.80
2.32
.00
1.9
0.00
0.00
11.02
31.0
420
0.94
4.77
6.80
2.54
0.00
2.10
0.00
0.00
11 A4
440
0.98
4.99
6.80
2.7
.00
2.3
0.00
0.00
11.87
460
1.02
5.22
6.80
3.00
0.00
2.52
0.00
0.00
12.32
28.0
480
M.07
5.45
6.80
3.2
2.�
0.00
0.00
12.79
500
1.11
5.67
6.80
3.50
0.00
2.97
0.00
0.00
13.28
25.0
520
M.16
5.90
6.80
3.7
3.22
0.00
0.00
13.79
540
1.20
6.13
6.80
4.04
0.00
3.47
0.00
0.00
14.31
560
=25
6.35
6.80
4.3
.00
3.73
0.00
0.00
14.85
20.0
580
6. 600
1.29
=34
6.58
6.81
6.80
6.80
4.61
4.9
0.00
.00
F00
4.28
0.00
0.00
0.00
0.00
15.41
15.99
15.0
620
640
1.38
1.43
7.04
7.26
6.80
6.80
5.22
5.53
0.00
Embill.,
F57
4.87
0.00
0.00
0.00
0.00
16.59
17.21
660
1.47
7,49
6.80
5,86
0.00
5A8
0.00
0.00
17.84
11.0
680
1.52
7.72
6.80
6.19
now
5.50
0.00
0.00
18.49
700
1.56
7.94
6.80
6.53
0.00
5.83
0.00
0.00
19A6
5.0
720
=60
8.17
6.80
.00
6.17
0.00
0.00
19.85
740
1.65
8.40
6.80
7.24
0.00
6.52
0.00
0.00
20.55
760
=69
8.62
6.80
.00
6.87
0.00
0.00
21.28
780
1.74
8.85
6.80
7.98
0.00
7.24
0.00
0.00
22.02
800
=78
9.08
6.80
0.00
7.61
0.00
0.00
22.78
820
1.83
9.31
6.80
8.75 -
-
0.00
&00
0.00
0.00
23.55
N 840
0.87
9.53
6.80 -
-
0.00
8.40
0.00
0.00
24.35
860
880
1.92
1.96
9.76
9.99
6.80
6.80
9.56 -
9.97 -
-
-
0.00
0.00
8.80
9.21
0.00
0.00
0.00
0.00
25A6
25.99
900
920
2.01
2.05
10.21
10.44
6.80
6.80
10.40 -
10.83
-
-
0.00
0.00
9.64
10.07
0.00
0.00
0.00
0.00
26.83
27.70
940
2.09
10.67
6.80
11.27 -
-
0.00
10.51
0.00
0.00
28.58
Duty Points'
1 Pump
8.80
4.81
4.
15.80
2 Pumps
10.91
1
27.86 _
Fitting/Valve Head,
Size in
Description
K Factor
Sty
Total K
6
Gate Valve
0.12
0
0.00
6
Check Valve
0.75
1
0.75
6
Ball Valve
0.05
0
0.00
6
Butterfly Valve
0.68
0
0.00
6
Plug Valve
0.27
1
0.27
6
90" Elbow
0.45
5
2.25
6
45" Elbow
0.24
0
0.00
6
Tee (Branch)
0.90
1
0.90
6
Tee (Run)
0.30
0
0.00
6
Pipe Entrance
0.78
1
0.78
6
Pipe EA
1.00
1
1.00
Total K:
5.95
FiftingNalve Head = K (vz / 2g)
1 of 2

EMS
m
c�
= 30.0
E
c�
c
0
20.0
0
10.0
Victory Farm
Level Control Station
Pump Vs. System Curve
4" Hog Manure
�y1
CAVANAUGH
S�cwnrdx�up Tlircru�J4 lnrrm•��arr
Duty Point =
1 Pump 920 gpm @ 28 ft.
Velocity = 10.5 fps
---------------------- ----------------------
2 Pumps
------------------------------
Duty Point
590 gpm @ 17 ft.
Velocity = 6.7 fps
0.0
O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O
LO O U') O U') O U') O LO O U) O U) O LO O U') O U') O U') O U') O U') O U') O U') O
N N M M ItT ItT LO LO CD O f` ti M M O O O O N N M M t qt In
Flowrate (gpm)
System Curve 1 Pump 2 Pumps
2 of 2

CAVANAUGH
Pump System Design Spreadsheet - C = 120
Project: Victory Farm Location: Duain County, INC Design By:
Project No: Be.21.015 Checked By:
Date: 2023-8-29
Description: Transfer Pump (TP-1) to'Lagoon A' (TP-3)
System Regulrements
System
Pipe 1
Length of Pipe ft
Pi e 3
ft
Daily Flow Rate
=
gpd
PieDiameter inin
P
ftft
in
Desi n Period
9Elevation
=
h.
Difference ftgpm
gpm
Average Flow
=
gpm
BASIS
OF DESIGN
Pipe Area 0.196 fe
(additional flow)
(additional flow)
Peaking Factor
=
C-
Peak Flow
=
0 gpm
Velocity At Selected Flow (ft/sec) -
Noale Head
=
-ft
Pump Chosen:
Pressure Head
=
ft
3" Pontoon
High Pressure
Duty Points: 1 Pump: 492 gpm ft 17.95 ,
Step: -
Manufacturer's
System Curve
Pump Curve Data
Friction
Head Friction Head Friction Head
Velocity Head
Flow Rate Flow Rate
Velocity Elevation Head
Pipe 1
Pipe 2 Pipe 3
(Submerged= FittingNalve
Head
Nozzle Head Pressure Head
TDH
TDH
GPM (ft3/sec)
(ft/sec) (ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
000
25 0.06
0.28 8.12
0.04
0.,00
0.01
0.00
0.00
6.16
0.00
0.00
1.23
75 0.17
0.85 6.12
0.28
0.00
0.07
0.00
0.00
6.46
�.22
1.13 6� 0.4
.00
0.12
0.00
6.71
62.0
125 0.28
1.42 6.12
0.71
0.00
0.19
0.00
0.00
7.02
�.33
1.70 6.12 T
0.9
.00
0.27
0.00
7.38
57.0
175 0.39
1.99 6.12
1.32
0.00
0.36
0.00
0.00
7.81
200 0.45
2.27 6.12
1.69
0.00'
0.00
8.29
52.0
225 0.50
2.55 6.12
2.10
0.00
0.60
0.00
0.00
8.83
250 0.56
2.84 6.12
2.56
i
0.00
0.00
9.42
46.0
275 0.61
3.12 6.12
3.05
0.00
0.90
0.00
0.00
10,07
300 M.67
3.40 6.12
3.5
.00
0.00
10.77
41.0
325 0.72
3.69 6.12
4A5
0.00
1.26
0.00
0.00
11,53
350 M.78
3.97 6.12
4.78
.00
0.00
12.34
35.0
375 0.84
4.26 6.12
5.41
0.00
1.67
0.00
0.00
13,21
400 00.89
4.54 6.12
6.10
��
0.00
14.12
29.0
425 0.95
4,82 6.12
6.82
0.00
2.1E
0.00
0.00
15.09
450 0 1.00
5.11 6.12
7.58
2.41MMMME 0.00
0.00
16.11
23.0
475 1.06
5.39 6.12
8.38
0.00
2.68
0.00
0.00
17,19
500
5.67 6.12
9.22
.00
2.9�
0.00
18.31
17.0
525 1.17
5.96 6.12
10.09
0.00
3.28
0.00
0.00
19,49
550
6.24 6.12
10.99
.00
3.6�
0.00
20.71
10.0
575 1.28
6.53 6.12
11.94
- -
0.00
3.93
0.00
0.00
21,99
600 01.34
6.81 6.12
A�
- -
0.00
.00
23.32
625 1.39
7,09 6.12
13.93
- -
0.00
4.65
0.00
0.00
24,70
650 01.45
7.38 6.12
- -
0.00
.00
26.12
675 1.50
7.66 6.12
16.06
0.00
5.42
0.00
0.00
27,60
700 _56
7.94 6.12
17.18
.00
0.00
29.13
725 1.62
8.23 6.12
18.33
0.00
6.25
0.00
0.00
30,70
750 _67
8.51 6.12
19.51
.00
0.00
32.33
775 1.73
8.79 6.12
20.74
0.00
7.15
0.00
0.00
34,00
800 01.78
9.08 Eii_ 6.12
21.99
.00
35.72
825 1.84
9.36 6.12
23.28
0.00
8.10
0.00
0.00
37,50
IL 850 > 1.89
9.65 t 6.12
.00
39.32
875 1.95
9.93 6.12
25.95
0.00
9.11
0.00
0.00
41.18
�.01
10.2
0.00
43.10
925 2.06
10.50 6.12
28.76
0.00
10.18
0.00
0.00
45.07
�.12
10.78 -0.22
10.
0.00
47.08
975 2.17
11.06 6.12
31.71
0.00
11.31
0.00
0.00
49.14
�.23
11.35 6.12
33.23
0.00
51.25
1,025 2.28
11.63 6.12
34.78
- -
0.00
12.50
0.00
0.00
5340
l2.34
11.92 6.12
36.37
- -
0.00
55.60
1,075 2.40
12.20 6.12
37.98
- -
0.00
13.75
0.00
0.00
57,85
- 2.45
12.48 6.12
39.63
-
0.00
60.15
1,125 2.51
12.77 6.12
41.32
-
0.00
15.06
0.00
0.00
62,50
- 2.56
13.05 `i
43.03
-
0.00
64.89
1,175 2.62
13.33 6.12
44.78
- -
0.00
16.43
0.00
0.00
67,33
I
Duty Points'
1 Pump
8.95
17.95
2 Pumps
19.35
- 32.11
Fitting/Valve Head,
Size in Description
K Factor
Sty
Total K
6 Gate Valve
0.12
0
0.00
6 Check Valve
0.75
1
0.75
6 Ball Valve
0.05
0
0.00
6 Butterfly Valve
0.68
0
0.00
6 Plug Valve
0.27
1
0.27
6 90" Elbow
0.45
5
2.25
6 45" Elbow
0.24
0
0.00
6 Tee (Branch)
0.90
1
0.90
6 Tee (Run)
0.30
0
0.00
6 Pipe Entrance
0.78
1
0.78
6 Pipe EA
1.00
1
1.00
Total K: 5.95 FiftingNalve Head = K (vz / 2g)
1 of 2

70.0
1199111
AM
m
40.0
E 30.0
c
G
ca
0 20.0
10.0
M
Victory Farm
Transfer Pump (To "Lagoon A' TP-3)
Pump Vs. System Curve
3" Pontoon High Pressure
1 Pump
-- - - - - - - - - - - - - - - - - - - - - - - - - - - - -
Duty Point =
490 gpm @ 18 ft.
Velocity = 5.6 fps
�y1
C: AVA U ESH
S(cwnrdxIupThrwgh lnrwe roon
O O O O O O O O O O O O O O O O O O O O O
LO O U') O U') O U') O U*) O LO O U� O U) O U) O U) O
N N M M LO LO CO Cfl ti I— 00 00 O O O
Flowrate (gpm)
System Curve 1 Pump
2 of 2

Narrative
'Victory Farm' will utilize existing barns with slotted floors over flushing pits to collect manure.
Upon flushing, Barns 1-11 will gravity flow waste through a 12" pipe to the Influent Lift Station (ILS). The
influent lift Station will utilize two 10 hp GEA pumps, with a typical flow of approx. 590 gpm (1 pump)
through an 8" HDPE (DR 17) forcemain into the anaerobic digester ('Lagoon C').
After treatment in the anaerobic digester (814,530 cubic feet of total volume, 682,268 cubic feet at
Operating Level), effluent will gravity flow through the 12" digester outlet pipe to the level control
station (LC); the Level Control Station will utilize two 10 hp GEA pumps, with a typical flow of approx.
590 gpm through a 6" HDPE (DR 17) forcemain to existing 'Lagoon B'.
The transfer pump will pump from the existing 'Lagoon B' to the existing'Lagoon A' using a 10 hp GEA
pump, with a typical flow of approx. 490 gpm through a 6" HDPE (DR 17) forcemain in order to balance
the lagoons as needed.

FLOOD HAZARD INFORMATION NOTES TO USERS SCALE
SEEMS REPORT FOR ZONE DESCRIPTIONS AND INDEZMAP
THE INFORMATION DEPICTED ON THIS MAP AND SUPPORTING
DOCUMENTATION ARE ALSO AVAILABLE IN DIGITAL FORMATAT
HTTP://FRIS.NC.GOV/FRIS
Without BaaeFl ood Elevation (BEE)
With BFE or Depth zone AE. Ao, AH, vE AR
SPECIALFLODD HPIARDAREAS — RBgnlatory Floodway
— 0.2%Annual Chance Flood Hazard, Areas
of 1%Annual Chance Flood with Average
Depth Less Than One Feet or With Drainage
Areas of Less Than One Square Mile zone,
— Future Condition. 1%Annual
Chance Flood Hazard zone,
OTIERAREASOF — Area with Red...d Road Risk due to Levee
ROOD HATARD See Notes zone,
GTHER — Are as Daterminedthb.Outsidetha
AREAS 0.2% Annual Chance FIwdpIMn zone,
Channel, Culvert, or Storm Sewer
AareditMd or Provisionally Accredited
GENERAL Lave., Dike, ar Flaadwall
STRUCTURES Nan-...dhed Levee, Dike, ar Floodwall
North Carolina Geodetic Survey bench mark
® Colonel Goaded, Survey bench mark
sto® Contractor Est NCFMP Survey bench mark
-ws-Crass SMc —with 1%Annual Chance
Water Surface Elevation (SEE)
aO----- Coastal TranS.1
— — - - Coastal Transect Baseline
- Profile Baseline
Hydrographic Feature
OTRE( Limitoi SWdy
FEATURES ,..._..--- ---------
'b'
12
.w. i~^uo601nlimhof Modere@ Wave Action (IdMWA)
SYSTEM (CBRS) NOTE
®pCBRSAreare servKK cu OeOthanlSB Protected Area
Iinah-1,000feet 1:12,000
0 500 1.000 2,000
Fee[
Mete
0 160 300 600
PANEL LOCATOR
NORTH CAROLINA FLOODPIAIN MAPPING PROGRAM
NATIONAL.00DINSURANCEPROGRAM
OD INRSURANCE RATE MAP
�I vA NORTH CAROUNA O
FG O
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v I'li�l;1
COMMUNITY s CID PANEL BUEPI%
"'-;" Tn wAnsAw.,owx or 3,MM zAee ,
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0248 -PNU..IR
3]202466001
MAP REVISED
02/16/06

Murphy -Brown, LLC
Grower(s):
Farm Name:
V,
4/15/2020 2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
NUTRIENT UTILIZATiON PLAN
Murphy -Brown, LLC
2029; AWS310740
County: Duplin
Permit Capacity:
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Wean to Finish
Feeder to Finish 10496
Gilts
Boars
-Storage Structure:
Storage Period:
Application Method:
Anaerobic Lagoon
>180 days
Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate fitter 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 spec 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 9,YASTE PRODUCED PER YEAR ( gallons, fe, tons, etc.):
Capacity Type Waste Produced per Animal Total
Farrow to Wean
3203 gaUyr
gal/yr
Farrow to Feeder
3861 gal/yr
gal/yr
Farrow to Finish
10478 gaUyr
gal/yr
Wean to Feeder
191 gaUyr
gallyr
Wean to Finish
776 gal/yr
gaUyr
10496
Feeder to Finish
927 gal/yr
9,729,792 gaUyr
I
Gilts
1015 gaUyr
gal/yr
Boars
2959 gal/yr
I gal/yr
Total 9,729,792 gaUyr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (lbs):
capacity Type Nitrogen Produced perAnimal Total
Farrow to Wean
3.84 lbs/yr
lbs/yr
Farrow to Feeder
6.95 Ibstyr
lbs/yr
Farrow to Finish
18.86 lbs/yr
Ibslyr
Wean to Feeder
0.34 Ibslyr
lbs/yr
Wean to Finish
1.4 Ibs/yr
Ibs/yr
10496
Feeder to Finish
1.67 lbs/yr
17,528 lbs/yr
Gilts
1.83 lbs/yr
Ibslyr
Boars
5.33 lbs/yr
lbs/yr
Total 17,528 Ibslyr
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: 95.35
Total N Required ist Year. 27592.20
Total N Required 2nd Year. 0.00
Average Annual Nitrogen Requirement of Crops: 27,592.20
Total Nitrogen Produced by Famr. 17,528.32
Niitrogen Balance for Crops: (10,063.88)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2of11

Reception Area Specifications
Tract Field Irrigated Soil 1st Crop Time to 1st Crop 1st Crop Lbs N/Ac Lbs N Total Ibs N
Acrea s TvDe Code Apply Yield Ibs N/Unit Residual /Ac Utilized
2nd Crop Time to 2nd Crop 2nd Crop Lbs N/Ae Lbs N Total [be N
Code Appiv Yield Ibs N/Unft Residual /Ac Utilized
Total
Lbs NIAc
Total We N
Utilized
T70958
1A
6.16
Norfolk
B/C
Mar -Sept
6.50
40.25
261.63
1349.99
K
Se -A
1
50
50.00
258.00
311.63
1607.99
T70958
1 B
5.87
Norfolk
B/C
Mar -Sept t
6.50
40.25
281.63
1636.74
K
Sept -Apr
1
50
50.00
293.60
311.83
1829.24
T70958
1C
5.85
Norfolk
B/C
Mar -Sept
6.60
40.26
261.63
1530.51
K
Sept -Apr
1
50
50.00
292.60
311.63
1823.01
T70958
1 D
6.88
Norfolk
B
Mar -Sept
0.60
34.50
224.25
1318.59
K
Sept -Apr
1
50
50.00
294.00
274.25
1612.69
T70958
1E
6.60
Norfolk
B
Mar -Sept
6.50
34.50
224.25
1457.83
K
SeDt-Apr
1
50
50.00
325.00
1 274.25
1782.63
T70968
2A
4.27
Autrvv1lia
B/C
Mar -Set
5.60
42.88
236.84
1007,04
K
Sept -Apr
1
50
50,00
213.50
286,84
1220.54
T70950
2B
5.08
1 Autrvvllle
I Bic
I Mar -Se
1 5.60
1 42.88
1 236.84
1198.07
K
I SeDt-Apr
1
1 50
1 50.00
254.00
285.84
1452.07
T70958
2C
6.25
1 ALd Ille
B/C
Mar -Sep
1 5.50
1 42.88
1 235.84
1474.00
K
I Seot-ADr
1
1 50
50.00
312.50
285.84
1786.60
T70968
3A
3.75
Atdrvvllle
B
Mar -Sept
1 5.50
36.76
202.13
757.97
K
I Seot-ADr
1
50
50.00
187,50
252.13
945.47
T70958
313
2.40
Autryvllle
B
Mar•Se t
1 5.60
36.75
202.13
485.10
K
Sept -Apr
1
00
50.00
120.00
252.13
605.10
T70958
3C
4.09
Aut llle
B
Mar Sept5.50
36.76
202,13
826.09
K
Sept -Apr
1
50
50.00
204.60
252.13
1031.19
T7095B
3D
2,84
Aut Ille
B
MarSe
5.60
36.76
202.13
574.04
K
Se A
1
50
50.00
142.00
252,13
716.04
T72015
6
4.62
ALd llle
C
Mar -Sept t
5.50
49.00
269.50
1245.09
K
Sept -Apr
1
50
60.00
231.00
31940
1476.00
T72015
7A
3.76
Aut llle
C
Mar -Set
5.50
49.00
269.50
1013.32
K
Sept -Apr
1
60
50.00
188.00
319.60
1201.32
T72015
7B
4.32
Aut Ille
C
Mar -Set
5.50
49.00
289.50
11$4.24
K
Se -A r
1
50
50.00
216.00
319.50
1380.24
T72015
7C
3.63
Aut Ille
C
Mar -Set
5.60
49.00
289.50
951.34
K
SeptA r
1
50
50.00
176.60
319.50
1127.84
T72015
5
2.04
Aut Ille
a/c
Mar -Set
5.60
42.88
235.84
481.11
K
Sept -Apr
1
60
50.00
102.00
286.84
583.11
T70958
Sub1A-C
4.31
Norfolk
B/C
Mar -Se
6.50
40.25
261.63
1127.60
K
S -A r
1
50
50.00
216.60
311.63
1343.10
T70958
Sub1D-E
1.91
Norfolk
B
Mar -Se
5.50
34.60
189,75
362.42
K
Se t-A
1
50
50.00
95.50
239.75
457.92
T70958
Sub2
2.43
Atd ills
BIC
Mar -Set
5.50
42.88
235.84
573.09
K
Sept -Apr
1
50
%00
121.50
285.84
094,59
T70958
Sub3
6.47
Autr Ille
B
Mar -Se
5.50
36.75
202.13
1307.76
K
Sept -Apr
1
50
60.00
323.60
252.13
1631.25
T72016
SubO
2.73
Aut llle
C
Mar -Se
5.50
49.00
289.50
736.74
K
Sept -Apr
1
60
60.00
136.60
310.80
872.24
T72015
Sub?
1,29
Aut Ille
C
Mar -Se
5.50
49.00
269,50
347.66
K
Se -A r
1
50
50.00
64.60
319.50
412.16
22824.70 4767.50 27592.20
3(a) of 11

This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients_ This plan only addresses nitrogen.
In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care
should be exercised not to let small grain reach maturity, especially late in the season (i_e_
April or May). Shading may result if small grain gets too high and this will definitely interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized_ Rather than cutting small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or out 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 Bermudagress
PastureJGrazed
C
Hybrid Bermudagrass Hay
Hay
B/C
Comb. Hybrid Bermudagrass
Graze/Hay Combination
D
Corn - Grain
Grain Crop
E
Corn - Silage
Silage
F
Cotton
Cotton Lint
G
Grazed Fescue
Pasture/Grazed
H
Fescue Hay
Hay
I
Oats
Grain Crop
J
Rye
Grain Crop
K
Grazed Overseed
PastureJGrazed (Seeded in Bermudagrass)
L
Overseed Hay
Hay (Seeded in Bermudagrass)
M
Grain Sorghum
Grain Crop
N
Wheat
Grain Crop
O
Soybean
Grain Crop
P
Pine Trees
Pine Trees
S
Small Grain
Grain Crop/ Hay (After Grain Crop)
CC
Cover Crop
Not Harvested; Burned/Disked In
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/yr/animal Farm Totallyr
Farrow to Wean
0.8
Farrow to Feeder
0.96
Farrow to Finish
3.9
Wean to Feeder
0.07
Wean to Finish
027
10496 Feeder to Finish
0.34 3568.64
Gilts
0.39
Boars
0.55
The waste ufir¢ation 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 3568.64 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 17843.2 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 59 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 142.7456 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 liable. 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 limitaion_ The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for > 180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
5of11

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Soil
Application Rate
Application Amount
Tract
Hydrant
Type
Crop
in/hr
* inches
T70958
1A
Norfolk
B/C
0.5
1
T70958
1 B
Norfolk
B/C
0.5
1
T70958
1 C
Norfolk
B/C
0.5
1
T70958
1 D
Norfolk
B
0.5
1
T70958
1E
Norfolk
B
0.5
1
T70958
2A
Autryville
B/C
0.6
1
T70958
213
Autryville
B/C
0.6
1
T70958
2C
Autryville
B/C
0.6
1
T70958
3A
Autryville
B
0.6
1
T70958
3B
Autryville
B
0.6
1
T70958
3C
Autryville
B
0.6
1
T70958
3D
Autryville
B
0.6
1
T72015
6
Autryville
C
0.6
1
T72015
7A
Autryville
C
0.6
1
T72015
7B
Autryville
C
0.6
1
T72015
7C
Autryville
C
0.6
1
T72015
5
Autryville
B/C
0.6
1
T70958
SublA-C
Norfolk
B/C
0.5
1
T70958
Sub1D-E
Norfolk
B
0.5
1
T70958
Sub2
Autryville
B/C
0.6
1
T70958
Sub3
Autryville
B
0.6
1
T72015
Sub6
Autryville
C
0.6
1
T72015
Sub?
Autryville
C
0.6
1
6of11

Additional Comments:
This plan revised to update the production and application rates to the current
rates as listed on the NCSU Nutrient Management website and to show the
actual wetted acres based on a new GPS map of the fields.
7/14/2016 - This plan revision corrects the number of animal on the permit
from 10,310 feeder to finish to 10496 feeder to finish. This facility was
originally permitted as 1000 farrow to finish.
4/15/2020 This plan revision changes the crop on fields 6,7A,7B,7C,sub6
and sub? from BC to hay only. Changes were made to crops on fields 3A,3B,
3C and sub3 from BC to graze only. Changed fields 1 D-E from BC to graze
and split subl into sub1A C and 1D-E.
7of11

NUTRIENT UTILIZATION PLAN CERTIFICATION
Marne of Farm: 2029; AWS310740
Owner: Murphy -Brown, LLC
Manager:
Owner/Manager Agreement:
1/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. Uwe 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:
:� . A
Signature: ' ' � J %
Name of Manager (if different from ormer):
Signature:
LLC
Name of Technical Specialist: Toni W. King
Affiliation: Murphy -Brown, LLC.
Address: 2822 Hwy 24 Iffest, PO Drawer 856
Signature:
Warsaw, NC 28398
Telephone: [phone]
L'-1 (a Zp
Date
Date
L-�—IL9—Zp
Date
8of11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
2 There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of the waste, he/she shall provide
evidence of an agreement with a landowner, who is within a reasonable proximity, allowing
him/her the use of the land for waste application. It is the responsibility of the owner of the
waste production facility to secure an update of the Nutrient Utilization Plan when there is
a change in the operation, increase in the number of animals, method of application,
recieving crop type, or available land.
3 Animal waste shall be appried to meet, but not exceed, the nitrogen needs for realistic crop
yields based upon soil type, available moisture, historical data, climatic conditions, and
level of management, unless there are regulations that restrict the rate of applications for
other nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land eroding at more than 5 tons per acre per year but less than 10 tons
per acre per year provided grass filter strips are installed where runoff leaves the field (See
USDA, NRCS Field Office Technical Guide Standard 393 - Filter Strips).
5 Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the land application field.
6 When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland. When waste is applied to conservation tilled
crops or grassland, the waste may be broadcast provided the application does not occur
during a season prone to flooding (See "Weather and Climate in North Carolina" for
guidance).
Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift from
the site during application. No ponding should occur in order to control odor and flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
9of11

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

Total Fld 7 = 12.90 Ac.
Wetted = 11.61 Ac.
Sub 7 = 1.29 Ac.
Total Fld 5 = 2.04 Ac.
Total Fld 1 = 35.48 Ac.
Wetted = 29.26 Ac./
Sub 1 = 6.22 Ac.
7C
7B
7A /
/ 6
O
1E
Farm 202
AW 10740
1 *=ems~
Total Fld 6 = 7.35 Ac.
Wetted = 4.62 Ac.
Sub 6 2.73 Ac. /4
Hog Noull
1B
1C L4�Oa1
3B
3A
Total Fld 2 = 18.03 Ac.
Wetted = 15.60 Ac.
Sub 2 = 2.43 Ac.
3C
Specifications: Pulls
Cadman 3250 A
W/Nelson 150 Big Gun
w/1.08" Nozzle 0 60 PSI
182 GPM; 300' WD
240' Lane Spacing (TYP)
Pull#
Acres
1A
5.16
is
5.87
1 C
5.85
ID
5.88
1E
6.50
2A
4.27
2B
5.08
2C
6.25
3A
3.75
39
2.40
3C
4.09
3D
2.84
6
4.62
7A
3.76
78
4.32
7C
3.53
Total 74.17
Total Fld 3 - 19.55 Ac.
Wetted = 13.08 Ac.
Sub 3 = 6.47 Ac.

�I
5/10/2016 I?

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.

NUTRIENT UTILIZATION PLAN AMENDMENT
Grower(s):
Farm Name:
Murphy drown, LLC dha Smithfield Hog Production
2029; AWS310740
County: Du lin
Farm Capacity:
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Feeder to Finish 10496
Wean to Finish
Gilts
Boars
Storage Structure: Anaerobic
Storage Period:
Application Method:
-Lagoon
>180 days
Irrigation
This amendment allows the producer to apply to the bermuda winter overseed crop in fields 1A, 1B,
1C, Sub1, 2A, 2B, 2C and Sub2 at the 75 lbs./ac PAN rate for the 2018-2019 season in accordance
with the attached guidance document titled "Updated Crop Management Practices for Bermuda
Winter Overseed" dated Nov. 16, 2017.
This amendment shall be placed with the current NUP for this farm.
W'lVe.,� z-r-'r4l?
Owner/Manager Date
Technical Specialist Date

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

Animal Waste Utilization Agreement
Smithfield Hog Production Division
Farm 202.93
I, Bill Burch, hereby give Smithfield Hog Production Division permission to apply
animal waste from the waste utilization system on 148.18 acres of my land for the
duration of time specified below.
I understand that this waste contains nitrogen, phosphorous, and other trace
elements and when properly applied should not harm my land or crops. I also
understand that the use of waste will reduce my overall needs for commercial
fertilizer, and that Nitrogen limitations exist based on individual farm Waste
Utilization Plans. After the completion of animal waste application, Smithfield
HPD shall provide said Landowner / Farmer with a Nitrogen total of animal waste
derived nutrients vs. remaining nutrients allowed in the Waste Utilization Plan.
This lease will stand year over year after the end of the lease agreement, unless the
Landowner or Smithfield HPD provides written notification no later than 90 days
from termination date.
Landowner eaff
Date: ® off,
Landowner
Date:
Technical Representative
Date: 6111-z o zy
TermofAgreement 6///ZOZ© to 5/31/90.25

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USDA United States
'`— Dopartment of
ulture
Agriculture Duplin County, North Carolina
:e' •'; - ..�;'• �.�:.::. `"•'� - � � may: :;.,?.-}vr•••'.
2
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Farm 8846
Tract 2481
2016 Program Year
Page Cropland Total: 37.01 acres
Map Created December 17, 2015
Base Image Layer flown In 2014
Common Land Unit
Cropland
Non -Cropland
NC_Roads
OTract Boundary
Wetland Determination Identifiers
a Restricted Use
0 Limited Restrictions
Exempt from Conservation
Compliance Provisions
ucer and/or the NAIP Imagery, The producer
accepts the date 'as is' and assumes all risks assomated with its use. The USDA Farm Service Agency assumus no responsibility for actual or wnaequential damage incurred as a result of any users reliance on this data outside FSA Programs.
Wetland Identifiers do not represent the Size, shape, or specific detemeinatioo of the area. Rotor to your original determmalion (CPA-020 and attached maps) for sired boundaries and determinations or contact MRCS.

USDA United states
Z _ Department Duplin County, Moth Carolina
r-� Agriculture
•:i. �T .tj` =1•� r`�7.1•Y`•: .ir• . q: °.',..:.�.,r�i•.:;'� • 7
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Farm 9080
Tract 1931
2016 Program Year
CLU Acres I H L Crop
1 8.66 1 NHEL
2 4.44 NHEL
3 1.67 NHEL
5 0.49 UHEL Noncro land
6 0.33 UH6L Noncro land
7 20.51 UHEL I Noncro land
Page Cropland Total: 14.77 acres
Map Created December 17, 2015
Base Image Layer flown in 2014
Common Land Unit
Cropland
Non -Cropland
QNC_Roads
Tract Boundary
Wetland Determination Identifiers
0 Restricted Use
V Limited Restrictions
Exempt from Conservation
Compliance Provisions
user andlor the NAIP Imagery. The producor
accepts me date'es Word assumes all risks asseCIaled with xa use. The USDA Farm Service Agency assumes no responsiDifify for actual or consequential damage incurred as a result of any uaere rellanoe on Ihis data outside FSA Programs.
Welland identifiers na not represem the size, shape, or specific determination of the area. Refer to your original determination (CPA-026 and attached maps) for exact boundaries and determinations or contact NRCS.

USDA United States
94
AggrnuDepartmental Duplin County, North Carolina
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10
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6.
Farm 13579
Tract 2490
2016 Program Year
Page Cropland Total: 85.54 acres
Map Created rebruary 04, 2016
Base Image Layar flown in 2014
Common Land unit
Cropland
Non -Cropland
QNC_Rpads
Tract Boundary
wetland Determination Identifiers
C Rastricled use
V Limited Restrictions
Exernpi from Conservation
Compliance Provisions
ucer andfor The NAIP imagery. The producer
Sers reliance on this data outside FSA Programs
Wetland Identifiers donor represent the size. shape, or speclk delarminadon of the area. Refer to your original carenninallon (CPA-026 and attached maps)for exact boundarias and determinations or contact NRCS.

vrower: I-AKM ZU29 LAVUVN uescgnea by: juu
Address: P.O. BOX 856 Checked By: DSE
WARSAW, NC 28398 Date: 04/02/09
County: DUPLIN Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
Farm Population:
Nursery: ----------------- 0
Wean to Finish: ------------------- 0
Finishing: ------------------- 3830 Hd.
Farrow to weanling:------------------- 0
Farrow to feeder: -------------- 0
Farrow to finish: ------------- 0
Boars: ------------------ 0
Storage Period:---------------w- 180 Days
25 Yr. / 24 Hr Storm Event - ---- 7.5 In.
"Heavy Rain" Factor Not Applicable
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? (Y/N)
------------
N
Was This Design Built Prior to Sept. 1996? (Y/N)
------------
Y
Is Drain Tile Req'd to Lower SHWT? (Y/N)
------------
N
Seasonal High Water Table Elev: ------------------
0.00
Freeboard: - ----
1.0
Ft.
Emergency Spillway Flow Depth: N, Applicablo
Side Slopes: -- - -----
3
:1 (H:V)
€-ruin L-agoori Volumc,
Check Contours
0.0
conlour areas see sheet 2 of 7...
0.0
Top of Dike Elevation: --
Depth
99.88
Ft.
Finished Bottom Elevation: BOTTOM E
11.63 Ft.
88.25
Ft.
Start Pump Elevation: ----------------
20.16 In.
98.20
Ft.
Stop Pump Elevation: ----------------
54.96 In.
95.30
Ft.
LAGOON VOLUME REQUIRED VOL. DESIGN VOLUMES
% REQ'D.
Storm Stor = 68223 (Cu.Ft.)
68,640 (Cu.Ft.)
100.61 %
Temporary = 189941 (Cu.Ft.)
273,771 (Cu.Ft.)
144.13%
Permanent = 517050 (Cu.Ft.)
520,007 (Cu.Ft.)
100.57%
Total Volume = 775,214 (Cu.Ft.)
862,418 (Cu.Ft.)
111.25%
1/2 Treatment Volume = 258,525 (Cu.Ft.)
1/2 Treatment Volume Elevation = 92.15 Ft.
90 Temporary Storage Volume Elevation = 96.91 Ft.
Min. Required Liner Thickness
Lagoon Surface Area: (Inside TOD)
92.80 In.
35.68 In.
1.7 Ft.
109,156 S.F.
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw, NC 28398 [phone]

Grower: FARM 2029 LAGOON Oft Designedy: JCB
Address: P.O. BOX 856 Checked By: DSE
WARSAW, NC 28398 Date: 04/02/09
County: DUPLIN Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: ®Cu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.)
Area SF
Incr. Vol. Cu. FT)
Cumul. Vol. (Cu. FT)
89.00
57,677
48,411
90.00
65,125
61,401
109,812
91.00
70,369
67,747
177,559
92.00
74,932
72,651
250,210
93.00
78,950
76,941
327,151
94.00
83,007
80,979
408,129
95.00
87,168
85,088
493,217
96.00
91,435
89,302
582,518
97.00
95,750
93,593
676,111
98.00
99,209
97,480
773,590
99.00
102,673
100,941
874,531
99.83
109,156
87,909
962,440
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL
775,214 CF
CUMULATIVE
VOL.
ZONE VOL.
111.25%
END PUMP = = = =
95.30 FT
520,007 CF
TR'MT
520,007
100.57%
START PUMP = = :
98.20 FT
793,778 CF
TEMP
273,771
144.13%
MAX STORAGE =
98.88 FT
862,418 CF
STORM
68,640
100.61 %
Murphy -Brown, LLC Engineering P.O. Box 856 ,Warsaw, NC 28398 [phone]

Grower: FARM 2029 LAGOON Designed By: JCB
Address: P.O. BOX 856 Checked By: DSE
WARSAW, NC 28398 Date: 04/02/09
County: DUPLIN Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
jAnImal Type Capacity ALW cu. t. I = Total
Nursery
0
30
1.00
0
Wean to Finish
0
115
1.00
0
Finishing
3,830
135
1.00
517,050
Farrow to weanling
0
433
1.00
0
Farrow to feeder
0
1 522
1.00
0
Farrow to finish
0
1,417
1.00
0
Boars
0
400
1.00
0
Total Required Treatment Volume (cu. tt.)=
Sludge Storage Volume:
517,U5U
Animal Type Capacity cu. t. = ota
Nursery
0
30
0.00
0
'dean to Finish
0
115
0.00
0
Finishing
3,830
135
0.00
0
Farrow to weanling
0
433
0.00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
0
1,417
0.00
0
Boars
0
400
0.000
0
Total Required Sludge Storage Volume (cu. tt.)=
Temporary Storage Volume:
Manure Production:
U
Animal Type Capacity Sto. Period d./day)= Total
(Nursery
0
180
0.30
0
Wean to Finish
0
180
1.17
0
(Finishing
3,830
180
1.37
944,478
Farrow to weanling
0
180
4.39
0
Farrow to feeder
1 0
180
5.30
0
Farrow to finish
0
180
14.38
0
Boars
0
180
4.06
0
Total Manure Production (gals.)=
Total Manure Production (cu.ft.)=
Excess Fresh Water:
944,475
126,267
jAnimal Type Capacity to. Period J./day)= Total
Nursery 1
0
180
0.00
0
Wean to Finish
0
180
0.00
0
Finishing
3,830
180
0.00
0
Farrow to weanling
0
180
0.00
0
Farrow to feeder
0
180
0.00
0
Farrow to finish
1 0
180
0.00
0
Boars
1 0
180
0.00
0
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=
w NC

Grower: FARM 2029 LAGOON 6 Designed By: JCB
Address: P.O. BOX 856 Checked By: DSE
WARSAW, NC 28398 Date: 04/02/09
Countv: DUPLIN Sheet 4 of 7
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft
Vol.= (109156 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 63,674
Storm Storage:
Vol.=(Lagoon Sun`. Area + Addt'I Drainage Area) * 25Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (109156 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 25Yr./24Hr. Storm Event (cu.ft)= 68,223
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (109156 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 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 = 775214 (CU.FT.)
Murphy -Brown,
68,223 (CU.FT)
189,941 (CU.FT)
517,050 (CU.FT)

Grower: FARM 2029 LAGOON 6 Designed By: JCB
Address: P.O. BOX 856 Checked By: DSE
WARSAW, NC 28398 Date: 04/02/09
County: DUPLIN Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation
Emergency Spillway Crest Elevation
Top of 25Yr. / 24Hr. Storm Storage
Top of "Heavy Rain" Storage
Start Pump Elevation
End Pump Elevation
Top of Sludge Storage
Seasonal High Watertable Elev.
Finished Bottom Elevation
Inside Top Length
Inside Top Width
Side Slopes
Lagoon Surface Area
Min. Liner Thickness (if required)
Freeboard Depth
Temporary Storage Period
Zone Depths:
TOTAL DESIGN VOLUME = 862418 (CU.FT.)
99.88 FT.
Not Al Applicable
98.88 FT.
Not Applicable
98.20 FT.
95.30 FT.
Not Applicable
0.00
88.25 FT.
Not Applicable
Not Applicable
3:1 H:V
109,156 SF
1.7 FT.
1.00 FT.
180 Days
Treatment / Sludge Storage Zone Depth --- ----- - 7.1 FT.
Temporary Storage Zone Depth 2.9 FT.
Freeboard / Storm Storage Zone Depth ------ --- 1.7 FT.
Total Lagoon Depth ----------- 11.6 FT.
Murohv-Brown, LLC E7pineerinp P.O. Box 856, Warsaw

Grower: FARM 2029 LAGOON e/f Designe JCB
Address: P.O. BOX 856 Checker DSE
WARSAW, NC 28398 Date: 04/02/09
Countv: DUPLIN Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV = 99.88
/ l TOP OF STORM ELEV = 98.88 1 I
1 /
1 /
STRT PMP EL.= 98.20 1 TOP OF TEMP STORAGE ELEV = 98.20 /
1 /
END PMP EL. = 95.30 \ TOP OF TREAT ELEV = 95.30 SHWT = 0.00
Murvhv-Brawn, LLC Enaineerina
1 1
\ 1
1 1
\ /
FINISHED BOTTOM ELEV = 88.25
P.O. Box 856, Warsaw NC 28398
0)

Grower: FARM 2029 LAGOON • Designed By: JCB
Address: P.O. BOX 856 Checked By: DSE
WARSAW, NC 28398 Date: 04/02/09
Countv: DUPLIN Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
NOTE: See attached Waste Utilization Plan
DESIGNED: 1L Z— L�
DATE: %
COMMENTS: The lagoon has been designed as an irregular shape.
This design is update of start and stop pump elevations and to show the 1/2
treatment volume level for sludge storage. This design does not supercede the
oriainal certification of the farm.
,R���.���.ti��i�. _ • _ . - • .111"iTi�y1ii11FSTS_�5
v r,
L , Vj ! J
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: FARM 2029B-C Designed By:
Address: P.O. BOX 856 Checked By:
WARSAW, NC 28398
County: DUPLIN
JCB
DSE
Date: 01/06/16
Sheet 1 of 12
ANAEROBIC
WASTE LAGOON DESIGN 1st STAGE
FARM INFORMATION
Lagoon B
Farm Population:
Nursery:
-------------------
0
Wean to Finish:
-------------------
0
Finishing:
-------------------
6480 Hid.
Farrow to weaning:
-------------------
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
Not Applicable Even if Value Shown
7.5
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?
(Y/N)------------
N
Was This Design Built Prior to 9/96?
(Y/N)------------
Y
Is Drain Tile Req'd to Lower SHWT?
(Y/N)------------
N
Seasonal High Water Table Elev:
-------------------
0.00
Freeboard:
-------------------
1.0
Ft.
Emergency Spillway Flow Depth:
Not Applicable Even if Value Shown
0.3
Side Slopes:
-------------------
3
:1 (H:V)
From Lagoon Volume Check Contours
0.0
contour areas see sheet 2 of 7...
0.0
Top of Dike Elevation:
----------------
Depth
98.88
Ft.
Finished Bottom Elevation:
----------------
12.88 Ft.
86.00
Ft.
Start Pump Elevation:
---------------•
20.64 In.
97.16
Ft.
Stop Pump Elevation:
----------------
22.2 In.
97.03
Ft.
LAGOON VOLUME REQUIRED VOL.
DESIGN VOLUMES
% REQ'D.
Storm Stor = 78354
(Cu.Ft.)
79,361 (Cu.Ft.)
101.27%
Temporary = 0
(Cu.Ft.)
14,327 (Cu.Ft.)
Permanent = 874800
(Cu.Ft.)
875,156 (Cu.Ft.)
100.04%
Total Volume = 953.154
(Cu.Ft.)
968.835 (Cu.Ft.)
101.65%
1/2 Treatment Volume = 437,400 (Cu.Ft.)
1/2 Treatment Volume Elevation = 93.62 Ft.
Min. Required Liner Thickness
Lagoon Surface Area: (Inside TOD)
63.11 in.
1.9 Ft.
125,366 S.F.
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw, NC 28398 [phone]

Address: P.O. BOX 856 Checked By: DSE
WARSAW, NC 28398 Date: 01/06/16
Countv: DUPLIN Sheet 2 of 12
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: ®Cu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.)
Area SF
Incr. Vol. (Cu. FT)
Cumul. Vol. (Cu. FT)
86.00
43,922
22,491
87.00
53,733
48,828
71,319
88.00
60,158
56,946
128,264
89.00
65,588
62,873
191,137
90.00
70,506
68,047
259,184
91.00
75,029
72,768
331,952
92.00
79,405
77,217
409,169
93.00
83,914
81,660
490,828
94.00
89,396
86,655
577,483
95.00
95,173
92,285
669,768
96.00
100,972
98,073
767,840
97.00
107,048
104,010
871,850
98.00
113,372
110,210
982,060
98.88
125,366
105,045
1,087,105
These volumes were calculated using the vertical average end area method
TOTAL REQD VOL
953,154
CIF
CUMULATIVE
VOL.
ZONE VOL. 101.65%
END PUMP = = = =
97.03
FT
875,156 CIF
TR'MT
875,156 100.04%
START PUMP = =:
97.16
FT
889,484 CIF
TEMP
14,327
MAX STORAGE =
97.88
FT
968,835 CIF
STORM
79,351 101.27%
Murphy -Brown, LLC Engineering P.O. Box 656,Warsaw, NC 28398 [phone]

Address: P.O. BOX 856 Checked By: DSE
WARSAW, NC 28398 Date: 01/06/16
County: DUPLIN Sheet 3 of 12
ANAEROBIC WASTE LAGOON DESIGN 2nd STAGE
FARM INFORMATION Lagoon C
Farm Population
Nursery: -------------------
0
Wean to Finish: -------------------
0
Finishing: -------------------
6480 Hd.
Farrow to weaning: -------------------
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 Not Applicable Even if Value Shown
7.5 In.
Rainfall in Excess of Evaporation -------------------
7 In.
Additional Water Usage: -------------------
0
Additional Drainage Area: -------------------
125,366 S.F.
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape?
(Y/N)------------
Y
Does Operator Want Emergency Spillway?
(Y/N)------------
N
Was This Design Built Prior to 9/96?
(Y/N)------------
Y
Is Drain Tile Req'd to Lower SHWT?
(Y/N)------------
N
Seasonal High Water Table Elev:
-------------------
0.00
Freeboard:
-------------------
1.0
Ft.
Emergency Spillway Flow Depth:
Not Applicable Even if Value Shown
0.3
Ft.
Side Slopes:
-------------------
3
:1 (H:V)
From Lagoon Volume Check Contours
0.0
contour areas
see sheet 2 of 7...
0.0
Top of Dike Elevation:
----------------
Depth
99.59
Ft.
Finished Bottom Elevation:
----------------
13.59 Ft.
86.00
Ft.
Start Pump Elevation:
----------------
20.16 In.
97.91
Ft.
Stop Pump Elevation:
----------------
127.08 In.
89.00
Ft.
LAGOON VOLUME REQUIRED VOL.
DESIGN VOLUMES
% REQ'D.
Storm Stor = 52261
(Cu.Ft.)
52,490 (Cu.Ft.)
100,44%
Temporary = 335539
(Cu.Ft.)
544,355 (Cu.Ft.)
162.23%
Permanent = 0
(Cu.Ft.)
137,684 (Cu.Ft.)
Total Volume = 387,801
(Cu.Ft.)
734,529 (Cu.Ft.)
189.41%
90 Temporary Storage Volume Elevation = 94.63 Ft. 59.55 In.
Min. Required Liner Thickness ------------------- 2.0 Ft.
Lagoon Surface Area: (Inside TOD)------------------- 83,618 S.F.
Murphy -Brown, LLC Engineering P.O. Box 856 ,Warsaw, NC 28398 [phone]

Address: P.O. BOX 856 Checked By: DSE
WARSAW, NC 28398 Date: 01/06/16
County: DUPLIN Sheet 4 of 12
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: I M341 Cu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.)
Area SF
Incr. Vol. (Cu. FT)
Cumul. Vol. (Cu. FT)
86.00
35,734
10,341
87.00
41,043
38,389
48,730
88.00
44,560
42,802
91,531
89.00
47,746
46,153
137,684
90.00
50,841
49,294
186,978
91.00
53,772
52,307
239,284
92.00
56,585
55,179
294,463
93.00
59,465
58,025
352,488
94.00
62,427
60,946
413,434
95.00
65,469
63,948
477,382
96.00
68,592
67,031
544,412
97.00
72,094
70,343
614,755
98.00
75,783
73,939
688,694
99.00
79,593
77,688
766,382
99.59
83,618
48,147
814,529
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL 1,380,258 CF ICUMULATIVE VOL. I ZONE VOL. 189.41O
END PUMP = _ _ =
89.00
FT
137,684
CF
TR'MT
1
137,684
START PUMP = =
97.91
FT
682,039
CF
TEMP
544,355 162.23%
MAX STORAGE =
98.59
FT
734,529
CF
STORM
52,490 100.44%
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw, NC 28398 [phone]

Address: P.O. BOX 856 Checked By: DSE
WARSAW, NC 28398 Date: 01/06/16
County: DUPLIN Sheet 5 of 12
MINIMUM REQUIRED VOLUME CALCULATIONS 1st STAGE
Permanent Storage:
Required Treatment Volume:
[Animal Type -Capacity ALW (cu. = ota
Nursery
0
30
1.00
0
Wean to Finish
0
115
1.00
0
Finishing
6,480
135
1.00
874,800
Farrow toweanling
0
433
1.00
0
Farrow to feeder
0
522
1.00
0
Farrow to finish
0
1,417
1.00
0
Boars
0
400
1.00
0
Total Required Treatment Volume (cu. ft.)= 874,800
Sludge Storage Volume:
[Animal Type Capacity ALW (cu. ./lb) = Total
Nursery
0
30
0.00
0
Wean to Finish
0
115
0.00
0
Finishing
6,480
135
0.00
0
Farrow toweanling
0
433
0.00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
0
1,417
0.00
0
Boars
0
400
0.00
0
Total Required Sludge Storage Volume (cu. ft.)=
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (125366 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 25Yr./24Hr. Storm Event (cu.ft)= 78,354
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (125366 sq.ft + 0 sq.ft.) * 7.5 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')= 78,354 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 874,800 (CU.FT)
TOTAL REQUIRED 1st STAGE VOLUME = 953154 (CU.FT.)

Grower: FARM 2029B-C Designed By: JCB
Address: P.O. BOX 856 Checked By: DSE
WARSAW, NC 28398 Date: 01/06/16
County: DUPLIN Sheet 6 of 12
Temporary Storage Volume:
Manure Production:
nima Type Capacity to. Period = Total
Total Manure Production (gals.)= 1,597,968
Total Manure Production (cu.ft.)= 213,632
Excess Fresh Water:
Total Fresh Water Excess (gals.)= 0
Total Fresh Water Excess (cu.ft.)= 0
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 (910) 293-343
Nursery
0
180
0.30
0
Wean to Finish
0
180
1.17
0
Finishing
6,480
180
1.37
1,597,968
Farrow to weanling
0
180
4.39
0
Farrow to feeder
0
180
5.30
0
Farrow to finish
0
180
14.38
0
Boars
0
180
4.06
0
nima Type Capacity to. Period = ota
Nursery
0
180
0.00
0
Wean to Finish
0
180
0.00
0
Finishing
6,480
180
0.00
0
Farrow to weanling
0
180
0.00
0
Farrow to feeder
0
180
0.00
0
Farrow to finish
0
180
0.00
0
Boars
0
180
0.00
0

Address: P.O. BOX 856
WARSAW, NC 28398
Countv: DUPLIN
Temporary Storage Volume: (Cont.)
Checked By: DSE
Date: 01/06/16
Sheet 7 of 12
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area 1st + Lagoon Area 2nd + Additional Drainage Area) * Rainfall / 12in./ft
Vol.= (125366 sq.ft. + 83618 sq.ft. + 0 sq.ft.) * 7.0 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 121,907
Storm Storage:
Vol.=(Lagoon Surface Area 1st + Lagoon Area 2nd + Additional Drainage Area * 25Yr./24Hr Storm (in.)/12in.)
Vol.= (iz5a% sq.ft + 83618 sq.ft. + 0 sq.ft.) * 7.5 in.
Total Required Volume for 25Yr.1241-1r. Storm Event (cu.ft)= 52,261
"Heavy Rain" Storage:
Vol.=(Lagoon Surface Area 1st + Lagoon Area 2nd + Additional Drainage Area) * Heavy Rain Factor(in) / 12in,
Vol.= (125366 sq.ft + 83618 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
Total Required Storm Storage
(25Yr. / 24Hr. Storm +'Heavy Rain')= 52,261 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storac 335,539 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 0 (CU.FT)
TOTAL REQUIRED 2nd STAGE VOLUME = 387801 (CU.FT.)

Grower: FARM 2029E-C Designed By: JCB
Address: P.O. BOX 856 Checked By: DSE
WARSAW, NC 28398 Date: 01/06/16
County: DUPLIN Sheet 8 of 12
LAGOON DESIGN SUMMARY 1st STAGE
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:
TOTAL DESIGN VOLUME = 968835 (CU.FT.)
98.88 FT.
Not A f Applicable
97.88 FT.
Not Applicable
97.16 FT.
97.03 FT.
Not Applicable
0.00
86.00 FT.
Not Applicable
Not Applicable
3.0:1 H:V
125,366 SF
1.9 FT.
1.00 FT.
180 Days
Treatment / Sludge Storage Zone Depth ----------- 11.0 FT.
Temporary Storage Zone Depth ----------- 0.1 FT.
Freeboard / Storm Storage Zone Depth ----------- 1.7 FT.
Total Lagoon Depth ----------- 12.9 FT.

Address: P.O. BOX 856
WARSAW, NC 28398
Countv: DUPLIN
Checked By: DSE
Date: 01/06/16
Sheet 9 of 12
LAGOON DESIGN SUMMARY 2nd STAGE
Top of Dike Elevation -------------------
99.59
FT.
Emergency Spillway Crest Elevation -------------------
Not
Applicable
Top of 25Yr. / 241-1r. Storm Storage -------------------
98.59
FT.
Top of "Heavy Rain" Storage -------------------
Not
Applicable
Start Pump Elevation -------------------
97.91
FT.
End Pump Elevation -------------------
89.00
FT.
Top of Sludge Storage -------------------
Not
Applicable
Seasonal High Watertable Elev.-------------------
0.00
Finished Bottom Elevation -------------------
86.00
FT.
Inside Top Length -------------------
Not
Applicable
Inside Top Width -------------------
Not
Applicable
Side Slopes -------------------
3.0:1
H:V
Lagoon Surface Area -------------------
83,618
SF
Min. Liner Thickness (if required) -------------------
2.0
FT.
Freeboard Depth -------------------
1.00
FT.
Temporary Storage Period -------------------
180
Days
Zone Depths:
TOTAL DESIGN VOLUME = 734529 (CU.FT.)
Treatment / Sludge Storage Zone Depth ----------- 3.0 FT.
Temporary Storage Zone Depth ----------- 8.9 FT.
Freeboard / Storm Storage Zone Depth ----------- 1.7 FT.
Total Lagoon Depth ----------- 13.6 FT.

Address: P.O. BOX 856
WARSAW, NC 28398
Countv: DUPLIN
STRT PMP EL.= 97.16 \
END PMP EL. = 97.03
LLC Engineering
ZONE ELEVATIONS 1st STAGE
TOP OF DIKE ELEV = 98.88
TOP OF STORM ELEV = 97.88
TOP OF TEMP STORAGE ELEV = 97.16
\ TOP OF TREAT ELEV = 97.03
FINISHED BOTTOM ELEV = 86.00
rzxomllrom
Checker DSE
Date: 01 /06/16
Sheet 10 of 12
SHWT = 0.00

Grower: FARM 2029B-C Designe JCB
Address: P.O. BOX 856 Checker DSE
WARSAW, NC 28398 Date: 01/06/16
County: DUPLIN Sheet 11 of 12
ZONE ELEVATIONS 2nd STAGE
TOP OF DIKE ELEV = 99.59
/ \ TOP OF STORM ELEV = 98.59 / \
STRT PMP EL.= 97.91 \ TOP OF TEMP STORAGE ELEV = 97.91 /
END PMP EL. = 89.00 \ TOP OF TREAT ELEV = 89.00 SHWT = 0.00
FINISHED BOTTOM ELEV = 86.00
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Address: P.O. BOX 856
WARSAW, NC 28398
Countv: DUPLIN
Checked By: DSE
Date: 01 /06/16
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.

�"" "%
COMMENTS: The lagoon has been designed as an irregular shape.
This design is update of start and stop pump elevations and to show the 1/2
treatment volume level for sludge storage. This design does not supercede the
original certification of the farm.
%7e accounted for and that storage volumes calculated represent actual
conditions regardless of the shape.
Murphy -Brown, LLC Engineering

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

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c_ Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a_ During normal business hours call your DWQ regional office; Phone #, After hours,
emergency number [phone]. Your phone call should include: your name, facility
number, telephone number, the details of the incident from item 2 above, the exact
location of the facility, the location or direction of the movement of the spill, weather and
wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice / technical assistance phone number.
4. If none of the above works tali 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:
b. Contractors Address:
c . Contractors Phone: Om
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: Sr.�> �•�;c�J Fo�dS,
b. Phone: `lib)`I 3 3
7. Implement procedures as advised by LDWQ and technical asswtance 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 BMPs to Control Insects Site Specific Practices
Flush gutters • Accumulation of solids
Lagoons and pits • Crusted solids
Excessive vegetative • Decaying vegetation
growth
Liouid Svstems
T" Flush system is designed and operated sufficiently
t emove accumulated solids from gutters as
designed
Remove bridging of accumulated solids at
(discharge
Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the crusting
of solids to a depth of no more than 6 to 8 inches
over more than 30 percent of surface
Maintain vegetative control along banks of
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter along
water's edge on impoundment's perimeter.
Dry Svstems
Feeders Feed spillage O Design, operate, and maintain feed systems
(e.g., bunkers and troughs) to minimize the
accumulation of decaying wastage
O Clean up spillage on a routine basis (e.g., 7- to 10-
day interval during summer; 15- to 30-day interval
during winter)
AMIC - November 11, 1996, page 1

Insect Control Checklist for Animal Operations
Source Cause
BMPs to Control Insects Site Specific Practices
Feed storage • Accumulations of feed
Reduce moisture accumulation within and around
residues
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)
O Inspect for and remove or break up accumulated
solids in filter str' s around feed storage as needed
Animal holding areas Accumulations of animal
O Eliminate low areas that trap moisture along fences
wastes and feed wastage
and other locations where waste accumulates and
disturbance by animals is minimal
O Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e., inspect for and remove or break up
accumulated solids as needed)
Dry manure handling • Accumulations of animal El Remove spillage on a routine basis (e.g.,
systems wastes 7- to 10-day interval during summer; 15- to 30-day
interval during winter) where manure is loaded for
land application or disposal
O Provide for adequate drainage around manure
stockpiles
O Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and manure
handlinL, areas as needed
For more information contact:
Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC - November 11, 1996, page 2

Swine Farm Waste Management — Odor Control Checklist
Permit No.: A io S 3
aat
5/a3
INSTRUCTIONS FOR USE Owner Signature-
♦ Odor Control Checklist is required by General Statute 143-215.10C(e)(1)
♦ Check any/all the BMPs you will implement on this facility. Items checked/selected become a requirement ofthe CAWMP.
♦ Items in bold or pre -selected are required.
♦ Add any site -specific details related to the selected BMPs
♦ Include any other odor control measures not listed
♦ NOTE: Not all BMPs may be cost-effective for every facility. Evaluate each BMP prior to selecting for your facility.
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
FARMSTEAD
♦ Swine Production Maintain vegetative or wooded buffers at or
near property boundary
♦ Improper drainage © Grade and landscape so water drains away
rom facilities and prevent ponding
Ej Maintain farm access roads and prevent traffic
in waste application area
❑ Other BMPs — please describe
MORTALITY MANAGEMENT
♦ Carcass ® Dispose of mortality using method approved
Decomposition by NCDA&CS State Veterinarian. Manage
According to CAWMP (Mortality Management
Checklist) and permit(s).
Put carcasses in refrigerated (or freezer) dead
boxes within 24 hours for short-term mortality
storage.
♦ Incomplete Incineration ❑ Use incinerators with secondary burners for
complete combustion.
❑ Other BMPs — please describe
• Traps dust and gases, provides dilution
and visual screening
• May require third party input/approval
• Reduce odors and vectors that occur
with stagnant conditions
• Prevents spillage during transport and
tracking of waste onto public roads
• Required by statute and permit
• May require third party input/approval
• Reduce odors by complete incineration
Swine AMOC Page 1 of 6 APPROVED — 7/25/2019

Swine Farm Waste Management — Odor Control Checklist
Permit No.: Ak63167*
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
HOUSE / BARN —WASTE HANDLING
♦ Flush tanks
❑ stall flush tank covers
♦ Odorous Gases
Flush pits at least 4 times per day
♦ Partial microbial
❑ Empty pits at least once every 7 days
decomposition
❑ Underfloor flush with pit ventilation
♦ Agitation of wastes
❑ Install/extend fill lines to near bottom of
tanks with anti -siphon vents
❑ Install covers on outside waste collection or
j nction box
❑ nstall sump tank covers for lift stations
♦ Ammonia
Flush/recharge with treated effluent
❑ Treat waste in pits with proven biological or
chemical additive
❑ Other BMPs — please describe
HOUSE / BARN — FLOOR AND INDOOR SURFACES
♦ Manure covered floors [:],Scrape manure from alleys into pens daily
[( stall fully slotted floor system
Install waterers over slotted floor area
Install feeders at high end of solid floors
♦ Odorous Gases ❑ Arape manure buildup from floors and walls
ff Keep floors dry
❑ Install underfloor ventilation for drying
❑ Replace bedding/scrape at frequency to
keep bedding dry
❑ Other BMPs — please describe
Swine AMOC
• Pit -flush systems
• Pit -flush systems
• Pit -recharge or "pull -plug" systems
• Monitor for any solids accumulation in pit
• Will move with other manure via pits
• Where applicable
• Aids in animal cleanliness
• Aids in animal cleanliness
• Solid floor/bedding systems
Page 2 of 6
APPROVED — 7/25/2019

Swine Farm Waste Management — Odor Control Checklist
Permit No.: 8031112VO
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
HOUSE / BARN — VENTILATION
♦ Dust ❑ Clean fans regularly — specify frequency
♦ Volatile/odorous gases I Efficient air movement
[ nstall temperature and humidity sensors to
control ventilation
❑ Treat barn exhaust • Examples: biofilters, wet scrubbing, windbreaks
• May reduce ventilation rate depending on method
❑ Other BMPs — please describe
HOUSE / BARN — FEED
♦ Dust ❑ Install feed covers
♦ Adsorbed Gases ® Keep outdoor feed storage covered except
When necessary to add/remove feed
inimize free -fall height of dry feed
Install feed delivery downspout extenders
to the feed covers
El/Aemove spoiled/unusable feed on regular basis
M eed pellets instead of dry meal
Use feed additives
♦ Ammonia Use feed -reduced crude protein diet
❑ OtherBMPs— please describe
HOUSE / BARN —GENERAL
♦ Dust stall temperature and humidity sensors
♦ Odorous Gases to control ventilation
❑ Use ultraviolet light to treat indoor air
❑ Use indoor or outdoor electrostatic space
charge system
❑ Other BMPs — please describe
• Required by rule 15A NCAC 02D .1802
• May require third party input/approval
• May require third party input/approval
• May require third party input/approval
• Maintain relative humidity at 40 to 65%
• Can be used to treat exhaust air
Swine AMOC Page 3 of 6 APPROVED — 7/25/2019

Swine Farm Waste Management —Odor Control Checklist
Permit No.: k)531 o7C4 0
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
LAGOON / WASTE STORAGE STRUCTURE
♦ Volatile Gases ® Maintain proper lagoon volume
Minimize free -fall height of waste from
discharge pipe to lagoon surface
❑ Extend discharge point of pipe to below lagoon
/ liquid level
[✓j Maintain proper surface area -to -volume ratio
❑ Use correct lagoon start-up procedures
❑ Aerate for odor control
® Manage sludge levels based on annual sludge
survey as required by permit
Keep spilled feed or foreign debris out of lagoon
to prevent excess sludge accumulation
❑ Install/use solids separation system
❑ Use proven biological or chemical additives
❑ se permeable lagoon covers (not a digester)
se impermeable lagoon cover or
anaerobic digester
❑ Other BMPs — please describe
LAND APPLICATION
♦ Odorous gases ® Perform land application in accordance with
CAWMP
♦ Wind drift ump intake near lagoon surface
/� ump from second stage lagoon
� Follow good neighbor policy
❑ Operate at minimum recommended pressure
❑ Increase setbacks beyond those required by
statute, rule, or permit
Swine AMOC
Sufficient liquid volume/depth is required
for proper anaerobic treatment
• Use caution not to scour or damage lagoon liner
• Monitor for any increase in rate of solids accumulation
• Methane can be flared if not utilized
• Required by rule 15A NCAC 02D .1802
• Avoid application on known weekends,
special days, or holidays/eves if possible
Page 4 of 6
APPROVED — 7/2S/2019

Swine Farm Waste Management — Odor Control Checklist
Permit No.: Aws%%4P Z
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
LAND APPLICATION (CONTINUED)
R/Apply during favorable wind conditions,
(especially for traveling guns or impact
Wrinklers)
hen practical, apply waste on sunny days
[ather than cool, overcast days
When possible, apply waste mid -morning to
late -afternoon
❑ For traveling guns, use taper -ring or taper -bore
nozzles
❑ For traveling guns, use largest -available nozzle
that provides acceptable application uniformity
❑ Replace impact sprinklers with low -drift nozzles
�
n center pivots and linear move systems.
[1 Use hose -drag system
❑ Use injection method for waste application
❑ Other BMPs — please describe
SLUDGE DISPOSAL
♦ Odorous gases ransport sludge in covered vehicles or tankers
I Apply in thin, uniform layers
❑ ncorporate land -applied sludge as soon as
practical after application, and in accordance
with permit.
❑ Use injection method for sludge application
❑ Dewater sludge prior to application
❑ Use alternatives to land application, such as
compost, gasification, energy generation, etc.
❑ Other BMPs — please describe
• Recommend checking predicted average hourly
wind speed within 24 hours prior to
anticipated start
• Allows for vertical dissipation of odor
• Allows for better vertical dissipation of odor
• Less odor and drift than ring nozzles
• Speeds drying and prevents ponding
• Required within 48 hours or prior to next rain event,
whichever is first, for conventionally tilled
bare soils
Swine AMOC Page 5 of 6 APPROVED — 7/25/2019

ADDITIONAL INFORMATION AVAILABLE FROM:
Air Management Practices Assessment Tool (AMPAT)
AHG-538-A Certification Training for Animal Waste Management Systems: Type A
EBAE 103-83 — Lagoon Design and Management for Livestock Manure Treatment and Storage
EBAE 128-88—Swine Production Facility Manure Management: Pit Recharge -Lagoon Treatment
EBAE 129-88—Swine Production Facility Manure Management: Underfloor Flush -Lagoon Treatment
EBAE Fact Sheet— Calibration of Manure and Wastewater Application Equipment
EBAE Fact Sheet— Swine Production Farm Potential Odor Sources and Remedies
NC NRCS Standard 359 —Waste Treatment Lagoon
NC NRCS Standard 380 — Windbreak/Shelterbelt Establishment
NC NRCS Standard 422 — Hedgerow Planting
NC NRCS Standard 442 — Sprinkler System
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107 1995 Conference Proceedings
Options for Managing Odor: A Report from the Swine Odor Task Force
www.extension.iastate.edu/ampat/
NC Division of Water Resources
www.bae.ncsu.edu
www.bae.ncsu.edu
www.bae.ncsu.edu
www.bae.ncsu.edu
www.bae.ncsu.edu
www.nres.udsa.gov
www.nres.udsa.gov
www.nres.udsa.gov
www.nres.udsa.gov
Florida Cooperative Extension Service
NC State University
Swine AMOC Page 6 of 6 APPROVED — 7/25/2019

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

Anaerobic Digester System O&M
Table of Contents
I. Definitions.............................................................................................................................................2
II. Introduction..........................................................................................................................................
3
III. Description of the Operational Components....................................................................................3
1) Gravity Collection Pipe..................................................................................................................3
2) Influent Pump Station (where necessary)....................................................................................4
3) Anaerobic digester........................................................................................................................5
4) Mixing Pump Station.....................................................................................................................6
5) Effluent Pump Station (where necessary)....................................................................................6
6) Storage Basin.................................................................................................................................7
7) Unison Conditioning System.........................................................................................................7
8) Flare..............................................................................................................................................8
9) Transfer Pump...............................................................................................................................8
10) Stormwater Removal Pump......................................................................................................9
IV. Description of Anticipated Maintenance..........................................................................................9
A. Routine System Maintenance Instructions.......................................................................................9
B. Troubleshooting..............................................................................................................................10
C. Emergency Protocols, Repair, and Replacement............................................................................10
D. Warranty Information.....................................................................................................................11
1) Farm Site.....................................................................................................................................11
V. Provisions for Safety Measures...........................................................................................................11
VI. Spill Prevention and Control Provisions..........................................................................................12
Appendix A: Contact Information.............................................................................................................13
Appendix B: Farm Operations and Maintenance Checklist.....................................................................15
Anaerobic Digester System O&M Page 1 of 16

Definitions
Anaerobic Digestion - A method of wastewater treatment that utilizes the natural
decomposition of the waste by bacteria in the absence of oxygen to produce gases commonly
referred to as biogas.
Anaerobic Digester - A basin or tank that holds the wastewater for anaerobic digestion.
Biogas - Produced by anaerobic digestion, and is typically comprised of approximately 55%
methane (the primary constituent of natural gas), with the remainder being mostly carbon
dioxide (COA.
Anaerobic Digester System O&M Page 2 of 16

II. Introduction
The proposed swine manure biogas project uses anaerobic digestion of hog barn waste to
produce biogas (consisting of approximately 65% methane, which is the primary constituent of
natural gas) which is collected, conditioned, and ultimately injected into the utility's natural gas
pipeline. Each hog farm site includes influent collection piping from the hog barns, an anaerobic
digester or covered lagoon, a digester mixing system, a biogas conditioning system to remove
moisture, a back-up flare unit, and a biogas transfer pipe leading to the Gas Upgrading System
(GUS).
The anaerobic digesters at each farm site include an HDPE membrane cover to capture the
biogas generated by the anaerobic digestion process. The anaerobic digester is partially mixed
by pumping, and provides sufficient detention time to effectively reduce the volatile suspended
solids in the raw waste by anaerobic digestion. The reduction of volatile solids through
microbial processes produces an energy -rich biogas, which is a valuable commodity.
There are two (2) types of solids found in liquid waste: organic and inorganic. The inorganic
solids are "non -treatable," but they are normally present in such small quantities that they are
considered insignificant in the treatment process. However, excessive quantities of sand, grit,
clay, etc. can cause the need to pump out the digester more often.
The organic solids will break down and decompose by biochemical reduction. The bacteria that
is grown and maintained in the system are harmless anaerobic and anoxic bacteria. These same
bacteria are provided by nature and are found in streams, lakes, and in the soil to destroy dead
plants and animals. The difference is that in the treatment process, man has provided an ideal
environment for a concentration of these bacteria to feed and grow; thus, the biological action
is greatly accelerated.
Raw wastes are the food for the bacteria in the system. The anaerobic digester contains certain
populations of bacteria that do not require the presence of oxygen.
In addition to the information covered by this manual, the system operator should become
familiar with the characteristics of the wastewater being treated and with local, state, and
federal laws which may apply to the operation of the system.
Design Flow - The waste collection system, influent pump station (where necessary), and
anaerobic digester systems have been designed to handle the Average Daily Flow Rate (ADF) of
the farms in which they are connected, including the manure and wastes generated by the
animals, flushing liquids, and other wastes typical of confined swine animal housing. All
treatment units were designed for the Design Flow for continuous, seven (7) days per week
operation.
III. Description of the Operational Components
Below are listed the major component operations.
1) Gravity Collection Pipe
Anaerobic Digester System O&M Page 3 of 16

The gravity collection pipe receives the flushed waste from the hog barns and directs
that waste to the influent pump station (or mixing pump station, where applicable).
During normal operation, the pipe should be free -flowing, with no clogs present, in
order to transport waste to the influent pump station or other downstream processes.
The gravity collection pipe includes a series of clean -outs that provide access to the
gravity collection pipe for removal of a clog or blockage via use of a sewer snake or
similar apparatus should the need arise.
Sending flushed waste from the hog barns to the gravity collection pipe is the farmer's
responsibility. The operator of the biogas system should periodically check each hog
barn waste outlet to ensure that there are no overflows, clogs, etc. The influent pump
station includes an analog run-time meter for each pump, which can be monitored by
the operator to ensure the pumps are operating for sufficient times to indicate proper
flushing by the farm owner.
2) Influent Pump Station (where necessary)
The influent pump station receives waste from the gravity collection pipe and pumps
that waste to the anaerobic digester via buried forced main. The waste enters the
digester at the opposite end of the digester outlet (so "new' waste must flow through
the curtain baffle system of the digester, resulting in effective treatment of the waste).
During normal operation, the pump station will automatically cycle on and off based on
the liquid level in the wet well, which is triggered by 4 floats.
The lowest float is the "pump off' float, and is set at approximately 12" above the
bottom of the wet well. The pump station should not run if the liquid level is below this
float.
The 2nd lowest float is the "lead pump on" float, and is set at an elevation approximately
2" below the inlet pipe invert, and above the "lead pump off' float. When the liquid
level is above this float, only one pump will run at any given time, where the pumps will
alternate between cycles (Pump 1 will run while Pump 2 is off, and in the next cycle
Pump 2 will run while Pump 1 is off, and so on).
The 3rd lowest float is the "lag pump on" float, and is set approximately 6" above the
"lead pump on" float. If the liquid level fills above this float, then both pumps will run
until the "pump off' float is disengaged.
The 4th and highest float is the "high level alarm" float. When the liquid level is above
this float, an audible and visual alarm is triggered to alert the operator system that there
is a problem that has prevented pump operation.
The pipe from each of the two pumps goes through a check valve (which only allows the
liquid to travel in one direction) and a plug valve (normally open, but can be closed
when needed, such as when servicing the upstream pump). The two pipes join together
by a tee, and the downstream pipe leads to the inlet of the digester.
Anaerobic Digester System O&M Page 4 of 16

During normal operation, the pumps may run several times an hour to pump waste to
the anaerobic digester. Only one pump will run at any given time, normally, where the
pumps will alternate between cycles (Pump 1 will run while Pump 2 is off, and in the
next cycle Pump 2 will run while Pump 1 is off, and so on). It is not uncommon,
however, for both pumps to operate during higher inlet flows.
The pumps can also be controlled manually, if desired, or in times of troubleshooting,
etc. The control panel next to the pump station includes toggle switches for each pump,
which can be set to either (1) Auto (for normal float -based operation), (2) Off, or (3)
"Hand" (i.e., manual operation).
The alternating of pumps can also be changed within the control panel, where a toggle
switch allows the operator to choose "Lock 1", "Alternate", or "Lock 2". During normal
operation, the toggle switch will remain at "Alternate" in order to alternate the pumps
between pumping cycles, but the operator can choose to lock the use of Pump #1 or
lock the use of Pump #2 if needed.
In the event of a pipe clog or pump failure, the waste will flow through the gravity
"digester bypass" pipe connecting the interior of the pump station to the existing lagoon
at an elevation below the top of the wet well, which will avoid overflow of the pump
station.
Note: Some farms do not have Influent Pump Stations; rather than using an Influent
Pump Station, the waste flows from the barns to the Mixing Pump Station, which is
further described below.
3) Anaerobic digester
The anaerobic digester receives all raw wastes from the hog barns. The complex organic
wastes are broken down to simpler compounds by the anaerobic digestion process. As
a part of the anaerobic process, bio gases (including methane, carbon dioxide, and
hydrogen sulfide) are produced. These gases are captured by an impermeable cover
and then directed to the biogas conditioning system for dehydration and pressurization.
The gases are collected in perforated piping underneath the cover, which are connected
to a main pipe that connects to the conditioning system. The wastes are held for about
45 days to allow the biological process to complete. The sludge that settles at the
bottom of the digester is periodically removed by connecting portable pipes and pumps
to the sludge removal pipes in the digester, and disposed of by permitted means on the
farm or by a contract sludge hauler.
During normal operation, the digester cover will likely be "inflated" like a balloon due to
the biogas that's trapped beneath. The cover should be free of excessive accumulation
of rainwater, and should not show signs of any damage or leaks. The presence of foul
odor, a strong wastewater smell, or "dirty" water on the cover may indicate that there is
a leak. If such odors or dirty water are observed, the operator should carefully inspect
the cover for leaks, and take action to repair the cover temporarily with adhesive tape.
Temporary repairs should be followed with a permanent repair or patch as soon as
possible.
Anaerobic Digester System O&M Page 5 of 16

4) Mixing Pump Station
The mixing pump station slowly mixes the waste that has been collected in the
anaerobic digester, which provides for more efficient methane production than would
be achievable without any mixing.
During normal operation, the pumps will run at the same time for several hours per day
to mix the waste in the anaerobic digester. A common schedule for the pumps would
be 6 hours on, then 6 hours off, and so on.
The pumps can also be controlled manually, if desired, or in times of troubleshooting,
etc. The control panel next to the pump station includes toggle switches for each pump,
which can be set to either (1) Auto (for normal operation), (2) Off, or (3) "Hand" (i.e.,
manual operation).
5) Effluent Pump Station (where necessary)
The effluent pump station receives liquids from the anaerobic digester and pumps that
waste to the downstream influent storage lagoon via buried forced main. The liquid
enters the effluent pump station at the opposite end of the digester inlet (so "new"
waste must flow through the curtain baffle system of the digester, resulting in effective
treatment of the waste).
During normal operation, the pump station will run based on the liquid level in the wet
well, which is triggered by 4 floats.
The lowest float is the "pump off' float, and is set at approximately 12" above the
bottom of the wet well. The pump station should not run if the liquid level is below this
float.
The 2nd lowest float is the "lead pump on" float, and is set at an elevation approximately
2" below the inlet pipe invert, and above the "lead pump off' float. When the liquid
level is above this float, only one pump will run at any given time, where the pumps will
alternate between cycles (Pump 1 will run while Pump 2 is off, and in the next cycle
Pump 2 will run while Pump 1 is off, and so on).
The 3rd lowest float is the "lag pump on" float, and is set approximately 6" above the
"lead pump on" float. If the liquid level fills above this float, then both pumps will run
until the "pump off' float is disengaged.
The 4th and highest float is the "high level alarm" float. When the liquid level is above
this float, an audible and visual alarm is triggered to alert the operator via telemetry
system that there is a problem that has prevented pump operation.
The pipe from each of the two pumps goes through a check valve (which only allows the
liquid to travel in one direction) and a plug valve (normally open, but can be closed
Anaerobic Digester System O&M Page 6 of 16

when needed, such as when servicing the upstream pump). The two pipes join together
by a tee, and the downstream pipe leads to the inlet of the digester.
During normal operation, the pumps may run several times an hour to pump waste to
the lagoon. Only one pump will run at any given time, normally, where the pumps will
alternate between cycles (Pump 1 will run while Pump 2 is off, and in the next cycle
Pump 2 will run while Pump 1 is off, and so on). It is not uncommon, however, for both
pumps to operate during higher inlet flows.
The pumps can also be controlled manually, if desired, or in times of troubleshooting,
etc. The control panel next to the pump station includes toggle switches for each pump,
which can be set to either (1) Auto (for normal float -based operation), (2) Off, or (3)
"Hand" (i.e., manual operation).
The alternating of pumps can also be changed within the control panel, where a toggle
switch allows the operator to choose "Lock 1", "Alternate", or "Lock 2". During normal
operation, the toggle switch will remain at "Alternate" in order to alternate the pumps
between pumping cycles, but the operator can choose to lock the use of Pump #1 or
lock the use of Pump #2 if needed.
The gravity outlet of the anaerobic digester leads to the inlet of the effluent pump
station, and the invert is set at the freeboard of the digester so that the digester
maintains a constant level. The inlet pipe to the effluent pump station should remain
submerged in water at all times to prevent the escape of gases from beneath the
digester cover.
Note: Some farms do not have Effluent Pump Stations; rather than using an Effluent
Pump Station, the waste gravity flows from the anaerobic digester to the lagoon.
6) Storage Basin
The effluent of the anaerobic digester flows from the anaerobic digester outlet pipe to
the storage basin. The storage basin is used to store the treated effluent subsequent to
anaerobic digestion. The individual farm owners are responsible for the operation and
maintenance of the storage basins. However, as this is a critical part of the integrated
system, the Operator should note any abnormal operation of the storage basin, such as
leaks or excessive liquid level, and communicate such observations to the farm owner.
During normal operation, the storage basin will most often appear to be inactive. Waste
will periodically flow from the anaerobic digester outlet pipe into the storage basin via
gravity. The outlet pipe from the anaerobic digester into the storage lagoon should
remain submerged at all times to prevent the escape of gases from beneath the digester
cover. As such, it is not uncommon for the pipe to turn down and follow the direction of
the inner slope of the lagoon to ensure submergence during times when the lagoon
liquid level may be low due to normal pumping and irrigation activities.
7) Biogas Conditioning System
Anaerobic Digester System O&M Page 7 of 16

The Biogas conditioning system receives biogas from the anaerobic digester and
removes moisture from the biogas by means of compression and heat exchangers.
This system will be managed by a 3rd party, but the information is included in this O&M
for reference.
The biogas from the anaerobic digester is commonly at 100% relative humidity; the
biogas is purported to be near 6% relative humidity after going through the conditioning
system. The moisture that is removed should be directed back to the digester mixing
pump station or other suitable reception pipe for proper management of the
condensate.
During normal operation, the conditioning system should run without any need for
input from the system operator. Audible and visual alarms will indicate issues with the
system. The discharge pressure and flow rate can be manipulated by the operator
through adjustment of the pressure regulator on the bypass line and through
adjustment of the variable frequency drive. The automatic shutoff feature, whereby the
operator can set the vacuum pressure shutoff point. As the biogas conditioning skid
approaches this setpoint, it will automatically reduce blower or compressor speed to
seek a flowrate that matches the biogas production. If the vacuum pressure exceeds
the setpoint, the biogas conditioning skid will shutdown and trigger an alarm to the
operator via telemetry system.
8) Flare
During normal operation, the flare located at each farm should not necessary. In times
of need, such as catastrophic failure of the biogas conveyance pipeline, the flare may
need to be operated to consume excess accumulated biogas from the digester. The
flare is not an automated system, and the Operator must articulate the biogas piping
control valving to direct biogas from the digester to the flare, and ignite the flare. Care
must be taken by the Operator in igniting the flare, as biogas is highly flammable.
Each flare also has a condensate trap manhole. Contained inside is a small PVC drain
pipe and PVC drain valve. The PVC drain valve should remain closed at all times unless
the Operator is removing condensate. Should the valve be left open, biogas will escape
from the piping. Periodically, and at a frequency determined appropriate by the
Operator, these condensate traps will be opened momentarily to drain and remove any
condensate collected in the piping. It is recommended that the condensate drain valve
only be opened when the biogas piping is pressurized, as should the valve be opened
under no pressure, ambient air may enter the biogas piping and challenge biogas
upgrading by the GUS.
9) Transfer Pump
The transfer pump transfers accumulated effluent among available storage basins as the
farm owner deems necessary to optimize effluent storage. The transfer pumps are
simply and manually operated through use of a local disconnect. Under normal
Anaerobic Digester System O&M Page 8 of 16

circumstances, the transfer pump will only be used periodically and infrequently by the
farm owner.
10) Stormwater Removal Pump
A stormwater removal pump is kept at each digester site in order to remove
accumulated rainwater from the top of the basin cover. The pump can be powered by
any standard 120v outlet that's available nearby, such as the accessory outlet installed
adjacent to the digester mixing pump station. The pump should be placed in a low spot
on top of the cover, and the pump outlet should lead to an appropriate area for
stormwater discharge (on some sites, pipes have been placed to easily receive the pump
outlet pipe, which leads to the natural stormwater drainage swales on the property).
IV. Description of Anticipated Maintenance
Once the system has been started up and is operating efficiently, very little maintenance will be
required. Simple tests should be periodically performed to evaluate the performance of the
wastewater treatment components, and the system components visually inspected daily.
A well -operated, properly adjusted, system will exhibit the following visible signs of proper
maintenance:
• All pipes should be intact and watertight.
• The pumps should be nearly silent with little to no vibration.
• The anaerobic digester should be free of excessive accumulation of rainwater.
• Accumulated rainwater may be removed with a portable sump pump. The pumped water
may be discharged safely on adjacent vegetated areas, or used for a more beneficial
purpose as permitted.
• The anaerobic digester cover should be free of any tears, punctures, or failures.
• There should be no strong odors coming from the digester or flare.
• The storage basin should be clean and free of floating debris. The liquid should be clean and
clear.
A. Routine System Maintenance Instructions
For optimum system operation and maximum treatment efficiency, daily maintenance is
necessary. In addition to the daily maintenance, all mechanical equipment should be
cleaned weekly and lubricated as often as needed, as specified in the operations and
maintenance manual for each piece of equipment provided by the equipment
manufacturer.
The farm owner will need to periodically remove accumulated sludge from the anaerobic
digester. Accumulated sludge may be removed via the anaerobic digester mixing pumps. To
use these pumps for sludge removal, the system operator should cease mixing pump
operation 48 hours prior to the date of desired sludge removal to allow for settling of
heavier sludge to the pump inlet. A quick disconnect fitting is provided for each mixing
pump that will facilitate the connection of the pump discharge to sludge application
Anaerobic Digester System O&M Page 9 of 16

equipment as chosen by the farm owner, such as slurry tanks or umbilical hose application
systems. All sludge applications should be done in accordance with the approved waste
utilization plan and nutrient management plan for the farm or hauled via tanker to an
approved application site by a contract sludge hauler.
Typically, a small amount of sludge will need to be removed from the anaerobic digester
every other year. The system operator can monitor sludge accumulation via the inspection
ports on top of the digester cover. A pipe or gauge with graduated markings used to
determine depth may be used to assess the sludge depth in the digester. Care should be
taken when inserting the gauge or pipe to not apply excessive pressure or otherwise
puncture the digester liner. Sludge accumulation should be assessed on an annual basis by
the system operator. As the digester cover typically accumulates biogas, care should also be
taken by the operator to remove as much accumulated biogas as possible prior to opening
the inspection port and measuring sludge accumulation. As biogas production slows during
cold weather, it is recommended that this measurement occur during the winter when
biogas accumulation is at a minimum.
After completion of sludge removal activities using the anaerobic digester mixing pumps,
the operator should reconnect all fittings and piping as found prior to the sludge removal
and re-engage the digester mixing pumps operation in accordance with the schedule and
manner in which they had been previously operated.
See Appendix C of this document for an operations and maintenance checklist (daily,
monthly, quarterly, semi-annually, annually).
B. Troubleshooting
Refer to equipment O&M manuals as necessary, summarized below:
1. Influent Pump Station
2. Mixing Pump Station:
3. Effluent Pump Station
4. Biogas Conditioning System
S. Transfer Pump:
4" Hog Manure Pump or 4" High Pressure Pump
(Electric Pumps)
8" Flush Pump (Electric Pump)
4" Hog Manure Pump or 4" High Pressure Pump
(Electric Pumps)
N/A
3" Pump (Electric Pumps)
See Appendix A for contact information for each system component.
C. Emergency Protocols, Repair, and Replacement
The O&M Manual kept onsite in the farm office building (or wherever farm records are kept
for each farm) provides step-by-step instructions for field repair or securing the piece of
equipment until qualified repair personnel arrive.
This Manual contains emergency contact numbers for the repair or replacement of the
supplied equipment in Appendix A.
Anaerobic Digester System O&M Page 10 of 16

D. Warranty Information
1) Farm Site
(1) Influent Pump Station: "GEA Farm Technologies... warrants to the original buyer and
end user... that the parts of all equipment sold under the Company trademark are free
from defects in material or workmanship for a period of twelve (12) months from the
date of delivery of the equipment to the Purchaser... Any equipment used for commercial
usage, commercial lease on one or more farms is warranted for a reduced period of
thirty (30) days only."
(2) Anaerobic Digester Liner and/or Cover:
Workmanship: "Plastic Fusion Fabricators, Inc. hereby warrants that the linings
installed by Plastic Fusion Fabricators, Inc. under this warranty shall be installed
free from defects in Plastic Fusion Fabricators' workmanship. The warranty set
forth in the preceding sentence (the "Workmanship Warranty") shall commence
upon acceptance of the work and shall expire on the last day of a period of 1
year from said date..."
Material: "AGRUAMERICA, Inc. (AGRU) warrants its material for a period of
FIVE(5) Years, prorated, from the final project ship date when subsequently
properly installed..."
(3) Mixing Pump Station: "GEA Farm Technologies... warrants to the original buyer and end
user... that the parts of all equipment sold under the Company trademark are free from
defects in material or workmanship for a period of twelve (12) months from the date of
delivery of the equipment to the Purchaser... Any equipment used for commercial usage,
commercial lease on one or more forms is warranted for a reduced period of thirty (30)
days only."
(4) Effluent Pump Station: "GEA Farm Technologies... warrants to the original buyer and
end user... that the parts of all equipment sold under the Company trademark are free
from defects in material or workmanship for a period of twelve (12) months from the
date of delivery of the equipment to the Purchaser... Any equipment used for commercial
usage, commercial lease on one or more farms is warranted for a reduced period of
thirty (30) days only."
(5) Biogas Conditioning System (managed by 3rd party)
(a) Biogas skid: "This warranty is valid for 30 months from the time the equipment is
shipped from Unison's factory or 24 months from the date of startup, whichever
occurs first."
(b) Biogas Blower / Compressor:
"The goods will be free of defects in material and workmanship for a period of twelv
e (12) months from the date the goods are placed in use by the buyer or eighteen (18
) months from the date of shipment, whichever shall occur first."
(c) Chiller: "24 months from startup, not to exceed 30 months from shipping."
(6) Transfer Pump: "GEA Farm Technologies... warrants to the original buyer and end user...
that the parts of all equipment sold under the Company trademark are free from defects
in material or workmanship for a period of twelve (12) months from the date of delivery
of the equipment to the Purchaser... Any equipment used for commercial usage,
commercial lease on one or more farms is warranted for a reduced period of thirty (30)
days only."
V. Provisions for Safety Measures
Anaerobic Digester System O&M Page 11 of 16

A. Restriction of Access: No persons should enter any portion of the wastewater treatment system
unless performing a repair or routine maintenance, and only then if accompanied by another
person capable of performing life-saving activities should the need arise. No person should Enter
a waste collection pit, pump station well, or any portion of the anaerobic digester unless all
accumulated biogas has been removed via venting or other utilization and sufficient airflow has
been directed to the workspace via fans, blowers, or other means. Personal safety is the
responsibility of the person or organization conducting the work, and not specifically the
responsibility of the farm owner or other associated equipment providers or construction
contractors.
B. Emergency Contacts: Information shall be posted at the gate and in the control room. (There
will be no harmful chemicals used for the anaerobic digestion system).
C. All equipment safety guards, warning labels, safeties, and warning alarms shall be kept in place
and operational at all times.
D. Keep and maintain all clearances as recommended by equipment manufacturers and as required
by law.
E. Keep all open flames and sources of combustion away from gas accumulations. Do not smoke
near the gas collection, conveyance, or combustion components. It is recommended that any
combustion source or open flame be kept to a minimum separation distance of 50 ft from the
anaerobic digester cover.
VI. Spill Prevention and Control Provisions
A. Response to Upsets and Bypasses Including Control Containment and Remediation: Audible
alarms will be provided at all controls stations. The Control System will provide remote alarms
to alert operator of a problem should one occur.
B. Contact Information for Operational Personnel, Emergency Responders, and Regulatory
Agencies: Phone numbers for Emergency Responders and Remediation Agency numbers will be
located by the computers and control systems in the control room.
C. Facility Control Valves will allow operator to isolate Systems if a problem occurs.
Anaerobic Digester System O&M Page 12 of 16

Appendix A: Contact Information
Project Management and Equipment Service Providers:
Management & Equipment
CompanyProject
Contact/Local Service
Influent Pump Station
Lee Brock
Brock Equipment Company
lee@ brockeguipment.com
[phone]
Anaerobic Digester Cover
Plastic Fusion Fabricators, Inc.
Larry Hice
[e-mail]
[phone]
Mixing Pump Station
Lee Brock
Brock Equipment Company
lee@ brockeguipment.com
[phone]
Transfer Pump
Lee Brock
Brock Equipment Company
[e-mail]
[phone]
Flare
ProPump & Controls Inc.
Jeff McGuire
Work: [phone]
Cell: [phone]
[e-mail]
Mechanical Installation & Controls
ProPump & Controls Inc.
Jeff McGuire
Work: [phone]
Cell: [phone]
[e-mail]
Anaerobic Digester System O&M Page 13 of 16

Regulatory and other Agencies:
Christine Lawson
Animal Feeding
1636 Mail Service
[phone]
Operations Program,
Center, Raleigh, NC
Div. of Water
27699-1636
Resources
Anaerobic Digester System O&M Page 14 of 16

Appendix 6: Farm Operations and Maintenance
Checklist
Operator Present:
Time/Date:
Farm System Checklist: Mark Yes/✓ or No/X as applicable, fill in blanks where specified
Manure Collection / Feedstock System
Perform visual appraisal of waste collection system.
Any visible signs of overflow or malfunctioning?
Check influent pump stations. Any Alarms?
Put each influent pump in "Hand". Operating
normally?
Any rattling or unusual noises from influent pumps?
Any observed leaks or spills from pipes, fittings, or
well?
Test the alarm. Functioning?
Excessive accumulation of solids or debris in well?
Agitation system in need of operation?
RECORD THE RUN HOURS FOR PUMP I
RECORD THE RUN HOURS FOR PUMP 2
RECORD THE RUN HOURS FOR PUMP 3
RECORD THE RUN HOURS FOR PUMP 4
Digester System
Perform visual appraisal of digester (walk around).
Any visible signs of overflow or malfunctioning?
Does the cover appear to be leaking gas / odorous?
Any visible tears, rips, or holes observed in the cover?
>10% cover area under stormwater/rainwater?
Check mixing pump stations. Any Alarms?
Put each mixing pump in "Hand". Operating
normally?
(not necessary if mixing pumps running during visit)
Any rattling or unusual noises from mixing pumps?
Any observed leaks or spills from pipes, fittings, or
well?
Excessive accumulation of solids or debris in well?
Agitation system in need of operation?
RECORD THE RUN HOURS FOR PUMP I
RECORD THE RUN HOURS FOR PUMP 2
RECORD THE RUN HOURS FOR PUMP 3
RECORD THE RUN HOURS FOR PUMP 4
Biogas Skid
Are there any alarms?
Are there any fluid leaks observed?
Check oil level — oil needed?
Anaerobic Digester System O&M Page 15 of 16

Excessive vibration of noise?
Are there any visible fluid leaks on skid or chiller?
RECORD THE RUN HOURS FOR GAS COMPRESSOR
Notes
Anaerobic Digester System O&M Page 16 of 16

Imi
CT
(:) 11)( FARM
AS SYST E NA
DUPLIN COUNTY, NORTH CAROLINA
CIVIL ENGINEER FINAL DESIGN
RELEASED

SIMS & ASSOCIATES, P.C.
108 GILES AVENUE, SUITE 100
WILMINGTON, NORTH CAROLINA 28403
[phone] / [phone] (FAX)
SHEET INDEX
C.2.33.0
C.2.33.1
C.2.33.2
C.3.1
C.3.2A
C.3.2B
C.3.3
C.3.4
C.3.4A
C.3.5
C.3.6
C.3.7
C.3.8
- COVER & SHEET INDEX
- AREA 1000 OVERALL SITE PLAN
- HYDRAULIC PROFILE
- INTENTIONALLY LEFT BLANK
- INFLUENT LIFT STATION DETAILS
- LEVEL CONTROL DETAILS
- MIXING STATION DETAILS
- DIGESTER DETAILS
- COVERED LAGOON DETAILS
- EROSION CONTROL DETAILS
- AREA 1000 MISCELLANEOUS DETAILS 1
- AREA 1000 MISCELLANEOUS DETAILS 2
- AREA 1000 MISCELLANEOUS DETAILS 3
EXISTING
I C(`CNIF)
PROPERTY LINE
PROPOSED
LIMITS OF DISTURBANCE LOD
SEDIMENT FENCE SF DUPLIN COUNTY
----25---- MAJOR CONTOURS —5 NORTH CAROLINA
----2s---- MINOR CONTOURS 26
FORCEMAIN FM
INFLUENT FORCEMAIN IFM
EFFLUENT FORCEMAIN EFM
tfm TRANSFER FORCEMAIN TFM
— r — RECYCLE FORCEMAIN R
SLUDGE REMOVAL PIPE - SLG - SLG - SLG -
01 PLUG VALVE IM
REDUCER 44 VICINITY MAP
AIR RELEASE VALVE ARV SCALE- NOT TO SCALE
co CLEAN OU T co
O MANHOLE m
gm GRAVITY MAIN GM
- - BLUE LINE STREAM (NC NAMED STREAM)
BLUE LINE STREAM (UNNAMED TRIBUTARY)
PS PERENNIAL STREAM
IS INTERMITTENT STREAM
JD JURISDICTIONAL DITCH
NJD NON -JURISDICTIONAL DITCH
WET - WETLANDS
ESTIMATED WETLANDS FROM USFWS MAPPING
STORM PIPE
DITCH
oe OVERHEAD ELECTRICAL OE
ue UNDERGROUND ELECTRICAL - UE
71) UTILITY POLE `h
X X FENCE x x
TREE LINE BEFORE YOU DIG!
JACK AND BORE NC ONE CALL
(TOLL FREE)AR

S THE LAW!
raAVANAU G H
Stewardship through innovation
DATE: AUGUST 29, 2023
SHEET C.2.33.0 PROJECT NO. BE.21.015

I-�
._
.-
I\
Table 1: Identification List
Section
iDescription
lQuantity
JUnit
jAdditional Info
Gravity Waste Collection (GWC)
GWC-I-PIPE
12" PVC (DR 35) Gravity Collection Line
1,267
L.F.
GWC-2-CO
lCleanout
5
each
Influent Lift Station & Forcemain (ILS)
ILS-I-PS
Influent Lift Station
-
-
Table 2A/C.2.33.1 and Detail 1/C.3.2A
ILS-2-INV
12" Digester Bypass Inlet
-
-
Inv. 138.93'
ILS-3-PIPE
12" PVC (DR 35) Digester Bypass Pipe
40
L.F.
ILS-4-INV ---
-----
ILS-5-FM
12" Digester Bypass Outlet
--------------------
8" HDPE (DR 17) Forcemain
-
----
614
-
--
L.F.
Inv. 138.73'
--------------------
ILS-6-INV
8" HDPE (DR 17) Forcemain Inv. Out
-
-
Inv. 136.43'
Digester (D)
D-1-DIGESTER
Proposed Digester
-
-
Table 4/C.2.33.1 and Sheet C.14A
D-2-MS
Mixing Station
-
-
Table 3/C.2.33.1 and Sheet C.3.3
D-3-PIPE
8" PVC (DR 35)
54
L.F.
D-4-SUMP
HDPE Sump Box Mixing System Inlet
Not used
D-5-FM
6" HDPE (DR 17) Forcemain
24
L.F.
Inv. Out 136.43'
D-6-PRA
Pump Repair Area
-
-
D-7-BAF
HDPE Baffle (Underflow)
-
-
Sheet C.3.4A
D-8-BAF
--------
D-12-SLG
HDPE Baffle (Overflow)
--------------------
Sludge Removal Pipes (HDPE DR 17)
Not used
---- -- --------------------
120 L.F. 3 pipes at 40 L.F. each
Level Control (LC)
LC-1-INV
Digester Inv. Out
-
-
Inv.138.51'
LC-2-PIPE
12" PVC (DR 35) Digester Outlet Pipe
20
L.F.
LC-3-PS
Level Control Station
-
-
Table 5/C.2.33.1 and Detail 1/C.3.2B
LC-4-FM
6" HDPE (DR 17) Forcemain
146
LC-5-INV
Lagoon Invert From Digester
-
-
Inv. 138.73'
Transfer Pump (TP)
TP-1-PUMP
Transfer Pump
-
-
Table 6/C.2.33.1 and Sheet C.3.7
TP-2-FM
6" HDPE (DR 17) Forcemain
384
L.F.
TP-3-INV
6" HDPE (DR 17) Forcemain Inv. Out
-
-
Inv. 139.85'
Table 2: Influent Lift Station (Detail 1/C.3.2A)
Finished Grade:
140.27
ft
Rim:
142.00
ft
Invert In (West):
136.27
ft
Invert In (North):
136.27
ft
Invert In (South):
136.27
ft
Bypass Riser:
141.50
ft
Bypass Invert Out of Wall:
138.93
ft
Bottom of Wet Well:
132.00
ft
Depth of Wet Well:
10.00
ft
Design Flow:
300
gpm
Selected Pump Rate:
590 (1 pump)
gpm
Total Dynamic Head (TDH):
17
ft
Pump Horsepower:
10 hp
Pump Speed (RPM):
1,760 RPM
Electrical Supply:
480 V
Electrical Frequency:
60 hz
Phase:
3o
Impeller Diameter:
8in.
Motor Type:
TEFC
Selected Pump:
GEA
Pump Model:
4" Hog
Shaft Length:
10 ft.
7--_1 / / /
Table 5: Level Control Station
Finished Grade:
140.43
ft
Rim:
140.93
ft
Invert In:
135.28
ft
Bottom of Wet Well:
132.93
ft
Depth of Wet Well:
8.00
ft
Design Flow:
-
gpm
Selected Pump Rate:
590 (1 pump)
gpm
Total Dynamic Head (TDH):
16
ft
Pump Horsepower:
10 hp
Pump Speed (RPM):
1,760 RPM
Electrical Supply:
480 V
Electrical Frequency:
60 hz
Phase:
30
Impeller Diameter:
8in.
Motor Type:
TEFC
Selected Pump:
GEA
Pump Model:
4" Hog
Shaft Length:
8ft.
Farm Information
Farm Name:
Victory Farm
Permit Number:
AWS310740
Permitted Capacity:
10,496
\
Table 3: Mixing Station (Detail 1/C.3.31
o
\/\\\N\ \\\ \ \ \
\ \
o o
� \ I
THESE BARNS NOT INCLUDED IN THE
HYDRAULIC PROFILE BASED ON EXISTING \ 1 I I L - _ _ - - _ / \\
\ AND FUTURE IMPROVEMENTS PER OWNER.
\ - - FUTURE CONNECTION TO GWC-1 PIPE I I I \ _ _ - = - _ _ \ \\ \ \\ \ \�� / /' I
\ HAS BEEN INCORPORATED INTO CURRENT DESIGN - - L - - - L = _ - - 80 SCALE: D1 = 80 80 I
_GWC-2
ALL BARNS USE - _ - - \ \ CO \ \\ �\ Q\\ \�
/ FLUSH TANKS - - - -\ \ \ 11 \ \ / \ \ \\ \ \\ \ / SCALE OF MAP MAY VARY I
\ \I \ \ GWC-1 1 \ DUE TO METHODS OF REPRODUCTION.
l PIPE
ICO
-------- I I \ \ FFE 141.78'
141.
I r == II\ \\1\ \ \ /r
67'
I I \ <>\
0/ I I \ I I I FFE 41.76'
IIIL---139-------- I 1\\\ \\ \ \ \ I l\ \\\
POWER METER I \ \ \\ \ \ \ \ \ �%%^��\�1 \ \\�
141.34'\ \ I 1 I \ II TO SERVE ILS 10HP 1 \ \ \\ \ \ \ \
_ ( ) \III \ \ \ o/
I SEE ELECTRICAL SHEETS
142- - I \ FFE 142.20 I 1 ILS DISCONNECT SWITCH
\ o r 1 /1b
cl
' 1 I III I \ � \\\\\ \\��\�\1 \ V\ \\\ \� J /
/ \ o \ � I / I III I \\ \\
\\\\ /
\ FFE 144.18\ / I I / - /� \ \i) \
ILS-1
Finished Grade:
140.43
ft
Rim:
140.93
ft
Invert In:
131.43
ft
Bottom of Dry Well:
130.93
ft
Depth of Dry Well:
10.00
ft
Selected Pump Rate:
1,000 (1 pump)
gpm
Pump Horsepower:
7.5 hp
Electrical Supply:
240 V
Electrical Frequency:
60 hz
Phase:
10
Table 4: Diaester Data Table
Length:
300
ft
Width
279
ft
Top of Dike Elev:
140.43
ft
Operating Level Elev:
138.76
ft
Bottom Elev:
126.84
ft
Total Volume:
814,530
cf
Volume at Operating Level:
682,268
cf
S.A. @ Inside Top of Dike:
83,618
ft'
Slope:
Existing -
Total Cut
Total Fill
Net Surplus
0
CY
0
CY
0
CY
25% compaction factor used for fill
l \ \
Table 6: Transfer Pump (Detail 6/C.3.7)
141.8 PS I III \ \ -/// //d � \
Co I ILS-2/^
\ I 1 WIRING FROM IINV
I 1 l POWER COMPANY I I I EXISTING LAGOON B
\ 1 ILS-3 I TOP OF DIKE 139.73'
\ 1 0 \ I I \ I I II PIPE
\> I \ / - - - _ \ \ I\ FFE 144.87" I FFE 141.54'
ILS CONTROL PANEL
I I \ GM 11 III
CO GM ILS-4 I I I \ <<
CO I \ 11 III INV
14 \ \ FFE 141.94' I o IIII`-=11 III \I // I I I \- J ,� ✓ Ji \ \�\\
r / <
III
°
) \ CONNECT TO EXISTING I I
/ / / / - I \ \ ✓ I I r�jGRAVITY PIPE \ 1\ \ \ \ FFE 141.86'
ILS-5
FM
\ \ \ \ I I I I 1 \
\ I \ \ \IIII POWER METER
TO SERVE MS (30HP), LC (10HP), AND TP (10HP)
I ' II FM2 TP-1
TOTAL50HP� FFE,141.50PUMP
SEE ELECTRICAL SHEETS I1I1I1 IIII \
\ I 11 AI \NEL+ / 1\I TP CONTROL PANEL
CIRCUIT BREAKER PWI)TI C
WIRING FROM H
MS DISCONNECT SWITCH \
\
POWER COMPANY 1 LC-5
MS CONTROL PANEL I \ I I INV
/ 1 _ -J I
141.55 CO 1 _ - - ) I I
\ \ I \ 11 J II _ _139= a°I ��
TP-3 III \ \ I _ \ - \\
INV II \ \ - / \/ I I I I I / / �'__-
\\ LC-4 _J - , /\ / I I II I\ I // \ /\\
- - - - - - - - - - - FM I _-
PLC DISCONNECT \�� III I III ( - --�-
Design Flow:
-
gpm
Selected Pump Rate:
490
gpm
Total Dynamic Head (TDH):
18
ft
Pump Horsepower:
10 hp
Pump Speed (RPM):
1,760 RPM
Electrical Supply:
480 V
Electrical Frequency:
60 hz
Phase:
30
Impeller Diameter:
9.5 in.
Motor Type:
TEFC
Selected Pump:
GEA
Pump Model:
3" Pontoon HP
I
��
L
O
N
WE
Q:� O CL
SHEET NUMBER
C.2.33.1
4H _ _.- \ \
- -
SWITCH\-
\ LC CONTROL
14
PANEL
-.
---_------
N
LC-3-- __---``
Ps IIIII -----
,\
- -
,J �/
I
-
N
._
O
D-2
\
LC-2/ II
�-
\
- - - - - - - - - - - - - - - -
EXISTING LAGOON A
MS I
\ PPE
I
\
\
N
TOP OF DIKE 140.85'
ID-6
LC-1 -BUILDING
REMAIN I /
i
\
/1\ \ /
I-_
�
Co
J
7
U
CL
1
`-------------------- \ I
--
IIIII PRA
WI1�11
1 INV / - - --TO
�- ---�
/ \ \
Z
III
�� _ __
ILS-6
\III IIII D-5
1 D-1
INV -� 111IIIII FM
II IIII
II
\ DIGESTER
/ EXISTING LAGOON CTO
BE
I 1 II ��\ \� \\ \\\
\\
�
\\ \\ \
Gj
BAF III IIII
ANAEROBICVDIGESERTETERO
-J/
\
o
v>
W
Q
IIII
\ \TOP OF DIKE 140.43'
\
\ \
a
U
cvn
IIIIIIIII
I 1 1 \\ \\ \\\
\\
-_-�
�--
\\ \ \
\
I111111�111
II
\ \
f \
PROPOSED RAINWATER PUMP
- \ \ \ / D-12 I 1 1 III \ 1 AND RAINWATER OUTLET
- - - \ SLG \ I I 1 II III _ J / III \ \ SEE DETAIL 4/C 3 6 AND
SHEET C.3.8
\\ - - - - - --- \ / \I I 1111111�==-140-
NOTE: ALL LINEWORK SHOWN IN
WHITE IS BY AREA 3000
CONTRACTOR
I _ / / / I I I /\ 1 / 0
\\ lip ) \ \ \ �� \ \ \ I L -� �\----------- --/ // I I I I / \i �/ Z�zo
1 N
FWD
J J
// / / zoo
- = J Z
b'd
.% 0
%
"
Jr`
=

EMERGENCY BYPASS TO
EXISTING LAGOON B
RISER INV. 141.50'
WALL INV. 138.93' (ILS-2)
145 145
E
o
U
c
a
ro
ro
U
140 140
N
m
0 cp
Lcp
N
E
135 135 Ej
0
c�c
TOD: TOP OF DIKE BOTTOM: 132.00'
TOB: TOP OF BANK
FFE: FINISH FLOOR ELEVATION O
FB: FREEBOARD ELEVATION
EG: EXISTING GRADE Q
OL: OPERATING LEVEL
130 130
U
O
y
Q
06
Rf
G
ro
U
HYDRAULIC PROFILE A
DETAIL
SCALE: NOT TO SCALE
v J
r�- z W
v l O J
r
v J U
Q CL
O
145 SEE DETAIL 1/C.2.33.2 145 z
4" LEVEL CONTROL STATION I -
(SEE DETAIL 1/C.3.2B) O U Q
TOD: 140.43' z
8" MIXING STATION J
(SEE DETAIL 1/C.3.3) CL
HDPE COVER (TYP) TRANSFER PUMP
Q I
RIM:140.93' RIM:140.93' (SEE SHEET C.3.7) TOD: 140.85'
140 EG:140.43' TOD: 139.73' FB: 139.85' 140 z
OUTLET INV: 139.85' O
OL: 138.76' INV: 138.51' FB: 138.73'FT (TP-3) -
(Lc-1)
_ INV: 138.73'
(LC-5)
SHEET NUMBER
EMERGENCY BYPASS FROM
INFLUENT LIFT STATION
INV: 138.73' (ILS-4) C.2.33.2
INV: 136.43' FZ C
135 (ILS-6) INV: 135.43' ��ONTRO 135
C�?� � A/pF
EXISTING LAGOON B EXISTING LAGOON A
INV: 133.43' r7
BOTTOM: 132.93' Lo
DRY WELL O
N O �
8" PUMP RETURN o� `-
0
N
INV: 130.84' N LLi Z
BOTTOM: 130.93'T co
m J 7 co
Q
130 130
COVERED LAGOON C �
BOTTOM: 129.27' W Y W
NOTE: N W Q
INVERTS OF EXISTING GRAVITY PIPING ARE EXISTING SLUDGE DEPTH: 2.1' o a o 6 N
APPROXIMATED BASED ON BEST (TO REMAIN AS IS)
AVAILABLE SURVEY INFORMATION BOTTOM: 126.84 BOTTOM: 126.85'
TOD: TOP OF DIKE

FFE:
144.87
4" INFLUENT LIFT STATION �
(SEE Detail 1/C.3.2A)
FFE:
144.18'
�
SEE DETAIL 2/C.2.33.2
FFE:
FFE: 142.2'
141.78' FFE: 141.76
RIM:
FFE: 141.81'
FFE: 141.54'
142.00'
FFE: 141.94' FFE: 141.86'
FFE: 141.50' FF�.l 55'
FUTURE INV: 140.68'
\
EG:
140.27'
INV: 139.85'
NOTE:
INV: 138.28'
INVERTS OF EXISTING GRAVITY PIPING ARE
APPROXIMATED BASED ON BEST
AVAILABLE SURVEY INFORMATION
PROPOSED
(p.5% EO
MIN.
HEADER
SLOPE)
\�
HEADER
PROPOSED SCOPE)
(0.5% MAN'
INV: 138.05'
INV: 136.27-INV: 136.27'
(BARN'S WEST) NORTH
INV: 136.27'
SOUTH
WET WELL

CONFIDENTIAL
THESE PLANS CONTAIN INFORMATION
THAT IS CONFIDENTIAL AND
PROPRIETARY TO CAVANAUGH &
ASSOCIATES, P.A. DO NOT COPY,
REPRODUCE, NOR DISTRIBUTE IN
WHOLE OR PART
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