310026_Application_20240130

January 30, 2024
Christine Lawson
NCDEQ Division of Water Resources
1636 Mail Service Center
Raleigh, NC 27699-1636
Subject: MAGA 1 Farm
Facility # AWS310026
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 MAGA 1 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.
The applicable setbacks (per the 'Swine Farm Siting Act' and 15A NCAC 02T) for the proposed digester
are shown on sheet C.2.32.3 of the engineering plans, which indicates that the digester will be:
1. Greater than 100' from all wetlands / perennial streams / perennial waterbodies (per 15A NCAC
02T .1304(b)(11)).
2. Greater than 500' from all property boundaries that aren't in common ownership with the farm
owner.
3. Greater than 1,500' from all occupied residences.
4. Greater than 2,500' from all schools, hospitals, churches, outdoor recreational facilities, national
parks, State Parks, and child care centers.
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 begin export of the renewable energy resource
within 6 months of collecting gases in accordance with Session Law 2023-63 (2023 Farm Act).
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;
Cavanaugh & Associates, P.A. PO Box 11197 Winston-Salem, NC 27116, 1-877-557-8923, www.covanaughsolutions.com

however, the actual amount of biogas produced by the farm may vary significantly given the
considerations described above.
Regarding emergency flaring, the applicant has made arrangements for the use of a portable flare
should the need arise, which will be available and used if necessary for compliance with Session Law
2023-63 (2023 Farm Act).
Regarding the location/method for measuring waste levels in the digester, the liquid level in the digester
will be observed and measured via the level control wet well.
Regarding general information regarding any Air Quality permits, a determination has been made that
the emissions fall below the minimum threshold for permitting; separate communications and
correspondence have been concluded with the Division of Air Quality regarding this topic.
Please do not hesitate to contact our office should you have any questions, comments, or require any
additional information.
Regards,
Cavanaugh & Associates, P.A.
4# KI
0�0 r, i"
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: MAGA 1 Farm
1.2 Print Owner's name: Hilton Agribusiness LLC
1.3 Mailing address: PO Box 535
City, State: Elizabethtown, NC Zip: 28337
Telephone (include area code): ( ) %r4-17)4b Fax: ( ) -
Email:y�Qh���prGOw•��t>;. LD+ti.
1.4 Physical address: 389 Blackmore Rd
City, State: Warsaw, NC Zip: 28398
Telephone number (include area code): ( ) -
Latitude 35.0183' Longitude-78.13330 (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
west on NC-24 W for 1.0 mile tum right onto Old Courthouse Rd. and go 0.9 miles turn right onto Penn Branch Rd. and
0 2.0 miles turn left onto Blackmore Rd. and go 1.1 miles the farm entrance will be on the Ieft.
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: jeffrey cappadonaAcavanaughsolutions.com
2. OPERATION INFORMATION:
2.1 Facility number: AWS310026
2.2 Operation Description:
Please enter the Design Capacity of the system. The "No. of Animals" should be the maximum number for which the
current swine waste management system is permitted.
Type of Swine No. of Animals Type of Poultry No. of Animals Type of Cattle No. of Animals
❑ Wean to Feeder
® Feeder to Finish 10,560
❑ Farrow to Wean (# sow)
❑ Farrow to Feeder (# sow)
❑ Farrow to Finish (# sow)
❑ Wean to Finish (# sow)
❑ Gilts
❑ Boar/Stud
❑ Other Type of Livestock on the farm:
❑ Layer
❑ Non -Layer
❑ Turkey
❑ Turkey Poults
❑ Beef Brood Cow
❑ Beef Feeder
❑ Beef Stocker Calf
❑ Dairy Calf
❑ Dairy Heifer
❑ Dry Cow
❑ Milk Cow
No. of Animals:
FORM: AWO-STATE-G-DIGESTER-7/07/2022 Page I of 6

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): See new Waste Utilization Plan (pending by the farm owner) 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
Existing?
Name of
Treatment
Type of
Liner
Surface
Type of Cover
Ttl Capacity
Req'd
Capacity
Unit Type
YP
(Y/N)
Unit
Material
Area
Material
(cu. Ft.)
(cu.ft.)
Digester
N
Digester
Synthetic
52,900
Synthetic (80 mil)
372,288
372,288
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 1
Y
Soil in situ
170,400
1,419,360
891,607
Lagoon 2
Y
Soil in situ
118,625
1,121,228
1,005,894
Select
Select
*Note: The "Total Capacity" and "Req'd Capacity" is given per the existing lagoon calculations for this farm
Lagoon 1 designed by Don Bulter 1994-4-7 and approved by Dean Bingham 1994-4-28
Lagoon 2 designed by Howard L. Hobson 1997-2-10 and approved by M. Floyd Adams, P.E. 1997-2-17
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)
Location
Pump Station or
Gravity
Pipe Size
Minimum Pump
Capacity
Plan Sheet
Reference
GPM
TDH
Barns to Digester
Pump Station (ILS)
8"
1 gum 50
38
C.2.32.1
Secondary to Tertiary
Pump Station (TP)
4"
230
10
C.2.32.1
Select
Select
Select
FORM: AWO-STATE-G-DIGESTER-7/07/2022 Page 2 of 6

3.
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
itam
3.1 One completed and signed original of the application for Digester Animal Waste Management
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.
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 setbacl_.
Existing setback = > 1,500 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 = > 2,500 feet
3.3.4 All proposed digesters to property boundaries > 500 feet OR no closer than existing setback.
Existing setback = > 500 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 Nitrogev
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
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
FORM: AWO-STATE-G-DIGESTER-7/07/2022
Page 3 of 6

3.6.15 Lagoon/storage pond capacity documentation (design, calculations, etc.); please be sure to include any
site evaluations, wetland determinations, or hazard classifications that may be applicable to your
facility
3.6.16 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 Cappadona (P.E. representing Owner's name listed in question 1.2), attest
that this application for MAGA 1 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 info and attach vents are not included, this application package will be returned to me as incomplete.
SignatureL1Z4 Date 2O■ r - 1 6
Engineer's Seal
5. FARM OWNER/PERMITTEE CERTIFICATION:
1 Dean Hilton (Owner/Permittee name listed in question 1.2), attest
that this application for MAGA 1 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 inform attachm is are not included, this application package will be returned as incomplete.
Signature Date % ` 2 5- zq
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 MAGA 1 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
RALEIGH, NORTH CAROLINA 27699-1636
TELEPHONE NUMBER: [phone]
ELECTRONIC SUBMISSION IS ENCOURAGED. EMAIL TO: [e-mail]
FORM: AWO-STATE-G-DIGESTER-7/07/2022 Page 4 of 6

0
Ln
a
(#1) TURKEY
CREEK (FROM
SOURCE TO SIX
RUNS CREEK)
Cl
PROPOSED NEW
MA1 COVERED DIGESTER
FARM FOR MAGA 1 FARM
OO �
�O s
h�
(#2) UNNAMED
TRIBUTARY TO
\ TURKEY CREEK
EXISTING LAGOONS FOR
MAGA 1 FARM
NAME OF STREAM
STREAM CLASS
STREAM INDEX
1
TURKEY CREEK
C; Sw
18-68-2-6
2
UT TO TURKEY CREEK
C; Sw
18-68-2-6
Qom° �

CLASSIFICATION MAP PROJECT #: BE21.015
ON —FARM BIOGAS SYSTEM CAVANAUGH DRAWN BY: HJP
MAGA 1 FARM Stewardship through innovation
OWNER: HILTON AGRIBUSINESS LLC Cavanaugh & Associates, P.A. PO Box 11197 BD #: SCALE. 1 "=1000'
Winston-Salem, NC 27116 DATE: 2023-12
1-877-557-8923, www.cavanaughsolutions.com

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 11" copy of the portion of a 7.5-minute USGS Topographic Map which shows the location of this
animal waste application system and the downslope surface waters in which they will be located. Identify the closest
downslope surface waters on the attached map copy. Once the regional office has completed the classification,
reincorporate this completed page and the topographic map into the complete application form and submit the
application package.
7.1 Facility Name & Number: MAGA 1 FARM
7.2 Name & complete address of engineering firm: Cavanaugh, PO Box 11197, Winston-Salem, NC 28116
Telephone: [phone] Fax: ( )
Email: Jeffrey.cappadonakcavanaughsolutions.com
7.3 Name of closest downslope surface waters: Turkey Creek
7.4 County(ies) where the animal waste management system and surface waters are located Duplin
7.5 Map name and date: Faison, 2019
7.6 NC Professional's Seal (If appropriate), Signature, and Date: On -Map
TO: REGIONAL OPERATIONS SUPERVISOR
Please provide me with the classification of the watershed where this animal waste management facility will be or has been
constructed or field located, as identified on the attached map segment(s):
Name of surface waters: Turkey Creek & UT to Turkey Creek
Classification (as established by the Environmental Management Commission):
Proposed classification, if applicable:
C;SW
Signature of regional office personnel: 2�6Q4.A� C. (JbC U4,ofl Date:
(All attachments must be signed)
01 /29/24
FORM: AWO-STATE-G-DIGESTER-7/07/2022 Page 5 of 6

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

MAGA 1 Farm Volume Calculations
Project: MAGA 1 Farm (AWS310026)
Project No: BE.21.015
Date: 2024-1-16
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 1: 7,040 Finishing
Lagoon 2: 3,520 Finishing
10, 560 Finishing
Storm and Rainfall:
Lagoon 1:
Lagoon 2:
Storm (25-yr, 24-hr):
7.5 in.
Rainfall In Excess Of Evaporation:
7.0 in.
"Heavy Rain"
0.0 in.
Storm (25-yr, 24-hr):
7.5 in.
Rainfall In Excess Of Evaporation:
8.6 in.
"Heavy Rain"
7.5 in.

1 of 7

Proposed Configuration (Proposed Digester)
Flow Path:
Structure
Latitude, Longitude
Comments
Digester (Proposed)
35.016101,-78.135056
East of barns
Existing 'Lagoon 1'
34.846575,-78.132164
West of barns
Existing 'Lagoon 2'
34.846575,-78.132164
Most western (back)
lagoon
Sludge
CAVANAU G H
Stewardship Through Innovation
Measured Sludge Depth: 0 ft Note: 'Measured Sludge Depth' is 0 cf for Proposed Digesters
Planned Sludge Depth: 0 ft
Sludge to be Removed: 0 cf
0 gal
Volumes:
Capacity = 10,560 Finishing
Capacit - ALW If cf/lb = Total
Treatment Volume = 1 10,560 135 11.00 11,425,600 cf
Capacity IDaysofStorage gal/(head day) = Total
Daily Infow = 1 10,560 90 11.37 1,302,048 gallons
174,071 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
(Proposed)
Existing
'Lagoon 1'
Existing
'Lagoon 2'
Tota
Required
Desired Digester Treatment Volume
340,200
N/A
N/A
340,200
Additional Treatment
20,071
595,171
470,158
1,085,400
Sludge Storage
0
0
119,680
119,680
Excess Wash Water
0
0
76,666
76,666
Rainfall In Excess Of Evaporation
0
99,400
105,760
205,160
Storm Storage
0
106,500
81,056
187,556
"Heavy Rain"
0
0
81,056
81,056
Daily Inflow (90 days)
1 12,016
90,535
71,519
174,071
Total
1 372,288
1 891,607
1 1,005,894
1 2,269,788
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
(Proposed)
Existing
'Lagoon V
Existing
'Lagoon 2'
I ota
Provided
Desired Digester Treatment Volume
340,200
N/A
N/A
340,200
Additional Treatment
20,071
595,171
470,158
1,085,400
Sludge Storage
0
0
119,680
119,680
Excess Wash Water
0
0
76,666
76,666
Rainfall In Excess Of Evaporation
0
99,400
105,760
205,160
Storm Storage
0
106,500
81,056
187,556
"Heavy Rain"
0
0
81,056
81,056
Daily Inflow (90 days)
1 12,016
618,289
186,853
817,158
Total
1 372,288
1 1,419,360
1 1,121,228
1 2,912,876
Totals (cf)
Volume
Required* (cf)
Volume Provided*
(cf)
Efficiency
Treatment
1,425,600
1,425,600
100%
Sludge Storage
119,680
119,680
100%
Excess Wash Water
76,666
76,666
100%
Rainfall In Excess Of Evaporation
205,160
205,160
100%
Storm Storage
187,556
187,556
100%
"Heavy Rain"
81,056
81,056
100%
Daily Inflow (90 days)
174,071
817,158
469%
Total
1 2,269,788
2,912,876
128%
Days of Storage:
Proposed Configuration
Required
Provided
Daily Inflow Volume cu.ft.
174,071
817,158
Days of Storage
90
422
3of7

Total Temporary Storage
Proposed Configuration (Proposed Digester)
CAVANAU G H
Steworasrcp riaaagr, r;ro.acor;
Temporary Storage Volume Required* (cf)
Digester
(Proposed)
Existing
'Lagoon 1'
Existing
'Lagoon 2'
Total
Required
Excess Wash Water
0
0
76,666
76,666
Rainfall In Excess Of Evaporation
0
99,400
105,760
205,160
"Heavy Rain"
0
0
81,056
81,056
Daily Inflow (90 days)
1 12,0161
90,5351
71,5191
174,071
Total
12,0161
189,9351
335,0001
536,952
Temporary Storage Volume Provided* (cf)
Digester
(Proposed)
Existing
'Lagoon 1'
Existing
'Lagoon 2'
Total
Provided
Excess Wash Water
0
0
76,666
76,666
Rainfall In Excess Of Evaporation
0
99,400
105,760
205,160
"Heavy Rain"
0
0
81,056
81,056
Daily Inflow (90 days)
1 12,0161
618,2891
186,8531
817,158
Total
1 12,0161
717,6891
450,3351
1,180,040
Summary
Total Temporary Storage (cf)
Proposed Configuration
Required
Provided
Excess Wash Water
76,666
76,666
Rainfall In Excess Of Evaporation
205,160
205,160
"Heavy Rain"
81,056
81,056
Daily Inflow (90 days)
174,071
817,158
Total
i 536,9521
1,180,040
4 of 7

Digester (Proposed) Volume
Digester(Proposed)Stage-Storage
Elevation ft
Area sf
Incr. Vol cf
Cumul. Vol cf
138.00
24,964
-
0
139.00
26,896
25,930
25,930
140.00
28,900
27,898
53,828
141.00
30,976
29,938
83,766
142.00
33,124
32,050
115,816
143.00
35,344
34,234
150,050
144.00
37,636
36,490
186,540
145.00
40,000
38,818
225,358
146.00
42,436
41,218
266,576
147.00
44,944
43,690
310,266
148.00
47,524
46,234
356,500
149.00
1 50,176
48,850
405,350
150.00
1 52,900
51,538
456,888
Digester Desired Volume:
Digester Treatment Volume
(@ Treatment Elevation of 148.08):
% Desired:
Digester (Proposed) Updated Elevations:
340,200 cu ft.
360,271 cu ft.
106%
CAVANAU G H
Stewardship Through Innovation
(12,600 cy)
(13,343 cy)
Zone
Volume
Cumulative Vol.
Elevation
Depth (in.)
Planned Sludge
0
0
138.00
144.00
Treatment
360,271
360,271
148.08
23.04
Temporary
12,016
372,288
148.33
20.04
Storm
01
372,2881
148.33
20.04
Top of Dike Elev = 150.00' (456,888 cf)
Top of Storm Elev = 148.33' (20.04") (372,288 cf)
Top of Temp Storage Elev = 148.33' (20.04") (372,288 cf) (Start Pump)
Top of Treat Elev = 148.08' (23.04") (360,271 cf) (Stop Pump)
Planned Sludge Elev = 138.00' (144.00") (0 cf)
Finished Bottom Elev = 138.00'
5 of 7

Existinq 'Lagoon 1' Volume
Existing 'Lagoon 1' Stage -Storage
Elevation ft
Area sf
Incr. Vol cf
Cumul. Vol cf
131.11
119,646
-
0
132.11
123,900
121,773
121,773
133.11
128,226
126,063
247,836
134.11
132,624
130,425
378,261
135.11
137,094
134,859
513,120
136.11
141,636
139,365
652,485
137.11
146,250
143,943
796,428
138.11
150,936
148,593
945,021
139.11
155,694
153,315
1,098,336
140.11
160,524
158,109
1,256,445
141.11
165,426
162,975
1 1,419,420
142.11
1 170,400
167,913
1 1,587,333
Existing 'Lagoon 1' Updated Elevations:
CAVANAU G H
Stewardship Through Innovation
Note: The dimensions
and volumes shown are
provided based on the
lagoon design for the
existing lagoon on this
farm, designed by Don
Bulter 1994-4-7 and
approved by Dean
Bingham 1994-4-28
Zone
Volume
Cumulative Vol.
Elevation
Depth (in.)
Sludge
01
0
131.11
132.00
Treatment
595,171
595,171
135.70
76.92
Temporary
717,689
1,312,860
140.46
19.80
Storm
106,500
1,419,3601
141.111
12.00
of Dike Elev = 142.11' (1,587,333 cf)
Top of Storm Elev = 141.11' (12.00") (1,419,360 cf)
Top of Temp Storage Elev = 140.46' (19.80") (1,312,860 cf) (Start Pump)
Top of Treat Elev = 135.70' (76.92") (595,171 cf) (Stop Pump)
Finished Bottom Elev = 131.11'
6 of 7

Existinq 'Lagoon 2' Volume
Existing 'Lagoon 2' Stage -Storage
Elevation ft
Area sf
Incr. Vol cf
Cumul. Vol cf
123.95
68,980
-
0
124.55
70,889
41,961
41,961
125.55
74,129
72,509
114,470
126.55
77,441
75,785
190,255
127.55
80,825
79,133
269,388
128.55
84,281
82,553
351,941
129.55
87,809
86,045
437,986
130.55
91,409
89,609
527,595
131.55
95,081
93,245
620,840
132.55
98,825
96,953
717,793
133.55
102,641
100,733
818,526
134.55
106,529
104,585
923,111
135.55
110,489
108,509
1,031,620
136.55
114,521
112,505
1,144,125
137.55
118,625
116,573
1,260,698
Existing 'Lagoon 2' Updated Elevations:
CAVANAU G H
Stewardship Through Innovation
Note: The dimensions
and volumes shown are
provided based on the
lagoon design for the
existing lagoon on this
farm, designed by
Howard L. Hobson 1997-
2-10 and approved by M.
Floyd Adams, P.E. 1997-
2-17
Zone
Volume
Cumulative Vol.
Elevation
Depth (in.)
Sludge
119,6801
119,680
125.62
143.16
Treatment
470,158
589,838
131.22
75.96
Temporary
450,335
1,040,172
135.63
23.04
Storm
81,056
1,121,2281
136.351
14.40
Top of Dike Elev = 137.55' (1,260,698 cf)
Top of Storm Elev = 136.35' (14.40") (1,121,228 cf)
Top of Temp Storage Elev = 135.63' (23.04") (1,040,172 cf) (Start Pump)
Top of Treat Elev = 131.22' (75.96") (589,838 cf) (Stop Pump)
Finished Bottom Elev = 123.95'
7 of 7

CAVANAU G H
Stewardship Through Innovation
MAGA 1 Farm
Pump Station
Calculallans
Project No.: BE.19.006
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
25.00
50.00
75.00
100.00
GPM
MAGA 1 Farm, Influent Lift Station
R1
Ipm (1 pump) @ 38'
3
Day 1, 12:1
EPANET 2 Pagel

Page 1 1/16/2024 12:32:18 PM
**********************************************************************
* E P A N E T
* Hydraulic and Water Quality
* Analysis for Pipe Networks
* Version 2.2
**********************************************************************
Input File: Gilt Free 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
883
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
158.08
8.10
8.10
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
172.56
74.77
0.00
J2
0.00
169.12
73.28
0.00
J3
0.00
169.12
73.28
0.00
R1
-854.34
134.82
0.00
0.00 Reservoir
R3
854.34
150.00
0.00
0.00 Reservoir

Page 2
Link Results:
----------------------------------------------------------------------
Link
Flow
VelocityUnit
Headloss
Status
ID
GPM
fps
ft/Kft
----------------------------------------------------------------------
P1
854.34
6.12
137.46
Open
P2
0.00
0.00
0.00
Open
P5
854.34
6.12
21.66
Open
P-1
854.34
0.00
-37.74
Open Pump
P-2
0.00
0.00
0.00
Closed Pump

CAVANAUGH
Pump System Design Spreadsheet - C = 120
Project: MAGA 1 Farm F-aro, Du lin County, NC Design By:
Project No: BE21.015 Client. HD3, LLC Checked By:
Date: 2024-1-16
Description: Transfer Pump (5 HP)
System Regulrements
System
Pi e i
Length of Pipe ft
Pi e 3
ft
Daily Flow Rate =
gpd
PipeDiameter min
ftft
in
Design Period =
hrs
Elevation Difference ftgpm
gpm
Average Flow =
gpm
BASIS OF DESIGN
Pipe Area 0.087 flz
(additional flow)
(additional flow)
Peaking Factor =
C-
Peak Flow =
0 gpm
Velocity At Selected Flow (ft/sec) -
Nozzle Head =
-ft
Pump Chosen:
Pressure Head =
ft
3" Pontoon
High Pressure (5HPI
Duty Points: 1 Pump: 230 gpnnr.y2 ft, 5.87 ftfsec
Step: -
Manufacturer's
System Curve
Pump Curve Data
Flow Rate Flow Rate
Velocity Elevation Head
Friction Head Friction Head Friction Head
Pipe 1 Pipe 2 Pipe 3
Velocity Head
(Submerged)i FittingNalve Head Nozzle Head Pressure Head
TDH
GPM
(ft3/sec)
(ft/sec) (ft)
(ft)
(ft)
(ft) (ft)
(ft)
(fl)
0.00
25
0.06
0.64 0.44
0.12
0,00
0.02 0.00
0.00
0.58
0.00
0.00
75 0.17
�.22
1.91 0.44
2.55 0.44
0.92
1.5
0.00
.00
0.21 0.00
0.00
0.00
1.57
2.38
125 0.28
�.33
3.19 0.44
3.83 0.44
2.36
1
0.00
.00
0.60 0.00
�.00
0.00
0.00
3.39
4.60
175
0.39
4.47 0.44
4.39
0.00
1.17 0.00
0.00
6.00
200
0.45
5.11 0.44
5.62
0.00
0.00
7.58
225
0.50
5.74 0.44
6.99
0.00
1.93 0.00
0.00
9.36
250
0.56
6.38 0.44
8.49
00
0.00
11.31
275
300
0.61
0.67
7.02 0.44
7.66 0.44
10.13
11.90
0.00
2.89 0.00
0.00
0.00
13.45
15.77
325
350
0.72
0.78
8.30 0.44
8.94 JL 0.44
13.79
15.82
0.00
4.03 0.00
0.00
0.00
18.26
20.93
375
400
0.84
0.89
9.57 0.44
10.21 �44
17.97
20.25
0.00
5.37 0.00
0.00
.00
23.78
26.80
425
450
0.95
1.00
10.85 0.44
11.49
22.66
25.19
0.00
6.89 0.00
0.00
.00
29.99
33.35
475
500
1.06
M
12.13 0.44
12.�
27.84
30.6
0.00
8.61 0.00
9.
0.00
0.00
36.88
40.58
525
550
1.17
`1
13.40 0.44
14.04
33.50
36.5
0.00
10.52 0.00
11.5
0.00
0.00
44.45
48.49
575
600
1.28
J 1.34
14,68 0.44
15.32 IMIMIJIff-
39.64
42.88
0.00
12.61 0.00
13.7- 0.00
0.00
�.00
52.69
57.06
625
650
1,39
J 1.45
15,96 0.44
16.60 �44
46.25
49.73
0.00
14.90 0.00
16.1- 0.00
0.00
i .00
61.59
66.29
675
700
1.50
=56
17.23 0.44
17.870.44
53.32
57.03
0.00
17.38 0.00
18.7-0.00
0.00
-0.00
71A5
76.17
725
` 750
1.62
=67
18.51 0.44
19.15 0.44
60.86
64.
0.00
20.05 0.00
1 21.4- 0.00
0.00
- 0.00
81.35
86.70
775
800
1.73
J 1.78
19,79 0.44
20.43
68.85
0.00
22.92 0.00
24.4- 0.00
0.00
�.00
92.21
97.88
825
M 850
1.84
J 1.89
21,06 0.44
21.70
77.29
0.00
25.97 0.00
27.5- 0.00
0.00
�.00
103.70
109.69
875
N 900
1.95
W.01
22,34 0.44 86.18
22.98 ! 90.
0.00
29.21 0.00
1 30.9- 0.00
0.00
0.00
115.83
122.14
925
N 950
2.06
W.12
23,62 0.44
24.26
95.51
100.35
0.00
32.65 0.00
34.4- 0.00
0.00
0.00
128.60
135.22
975
N1,000
2.17
W.23
24,89 0.44
25.53 W 0.44
105.29
110.33
0.00
36.27 0.00
0.00
0.00
0.00
142.00
148.93
1,025
N1,050
2.28
l2.34
26,17 0.44
26.81 E 0.44
115A9 - -
120.76 - -
0.00
40.09 0.00
0.00
0.00
0.00
156.02
163.26
1,075
N1,100
2.40
2.45
2745 0.44
28.09 E 0.44
126.13 - -
131.61 - -
0.00
44.09 0.00
46.1� 0.00
0.00
0.00
170.66
178.22
1,125
N1,150
2.51
2.56
28,72 0.44
29.36 �.89
137.20 - -
- -
0.00
48.29 0.00
0.00
0.00
0.00
185.92
193.79
1.175
2.62
30.00 0.44
148.69 - -
0.00
52.68 0.00
0.00
201.81
1,200
2.67
30.64 0.44
154.59 - -
0.00
54.94 0.00
0.00
209.98
Duty Points'
1 Pump
0.51
5.87 0.44
�230
2 Pumps 311
0.69
7.94 0.44
Flftina)Valve Head,
Size fin Description
K Factor
Oty
Total K
4 Gate Valve
0.14
0
0.00
4 Check Valve
0.85
1
0.85
4 Ball Valve
0.05
1
0.05
4 Butterfly Valve
0.77
0
0.00
4 Plug Valve
0.31
0
0.00
4 90" Elbow
0.51
0
0.00
4 45" Elbow
0.27
4
1.09
4 Tee (Branch)
1.02
0
0.00
4 Tee (Run)
0.34
0
0.00
4 Pipe Entrance
0.78
1
0.78
4 Pipe Eft
1.00
1
1.00
Total K: 3.77 FiftingNalve Head = K (v3 / 2g)
TDH
(ft)
21.0
17.5
12.5
1 of 2

70.0
11011011111
40.0
ca
0 20.0
10.0
JM
MAGA 1 Farm
Transfer Pump
Pump Vs. System Curve
3" Pontoon High Pressure (5HP)
Duty Point =
230 gpm @ 10 ft.
Velocity = 5.9 fps
i
i
i
i
i
1 Pump
i
i
i
i
i
�y1
C: AVA U ES H
S(cwnrdxIupThrwgh lnrwe roon
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Ln o Ln o LO o M o LO o LO o LO o LO o M o M o
r N N CO C) M LO CO CO r` r- 00 00 O O O
Flowrate (gpm)
System Curve 1 Pump
2 of 2

Narrative
WAGA 1 Farm' will utilize existing barns with slotted floors over flushing pits to collect manure.
Upon flushing, Barns 1-12 will gravity flow waste through a 12" pipe to the Influent Lift Station (ILS). The
influent lift Station will utilize two 20 hp GEA pumps, with a typical flow of approx. 850 gpm (1 pump)
through an 8" HDPE (DR 17) forcemain into the proposed anaerobic digester.
After treatment in the anaerobic digester (456,888 cubic feet of total volume, 372,288 cubic feet at
Operating Level), effluent will gravity flow through the 12" digester outlet pipe to the level control wet
well (LC), which connects to a 12" pipe to the existing 'Lagoon 1'.
The transfer pump will pump from the existing 'Lagoon 1' to the existing 'Lagoon 2' using a 5 hp GEA
pump, with a typical flow of approx. 230 gpm through a 4" 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
-Wlth06MBaseFl ood Elevation (BEE)
With FE or Depth zone AE. Ao, AH, vE AR
SPECIALFLOOD
H—RDANEAS — Regulatory Floodway
— 0.2%Annual ChaFlood Hazard, Areas
of 1%Annual nce Chance Flood with Average
Depth Less Than One Foot or With Drainage
Areas Bf Less Than One Square Mile zone,
— Future COndition. 1%Annual
Chance Flood Hazard zone,
ODIERAREAS OF — Area wit R.tl.,ad Road Risktluet Levee
ROOD HATARD See Notes zone,
OTHER — Are as Determin.tltb.Outsidatha
AREAS 0.2% Annual Chance FloodpIMn zone,
Channel, Culvert, or Storm Sewer
AoTreditad or Provisionally A..,MHt.d
GENERAL Lave., Dig., or Flaadwall
STRUCTURES Nan-a¢redt.d Levee, Dike, ar Floodwall
North Carolina Geodetic Survey bench mark
® Colonel GaodaUC Survey bench mark
sto® Contractor Est. NCFMP Survey bench mark
Crass SMc— wit 1%Annual Chance
Water Surface Elevation (SEE)
Q----- Coastal Transec[
— — — - Coastal Tran,,d Baseline
- Profile Baseline
Hydrographic Feature
OTHER Limitoi Study
FEATURES ,..._..--- ---------
TED
12
To
F�re'�^uo601nlimtof Motlere@ Wave Action (IiMWA)
SYSTEM (CBRS) NOTE
®pCBRSAreareservKK cu OeOBIBrwlse Protected Area
e o Prv.n"x�Ao, . any. v -.aim r o,m m�a swt ..t R��•amol
walRw®�e�il xAw,aea rv.,wn
I inch-1,000fed 1:12,000
0 500 1.000 2,000
Feet
Mete
0 160 300 600
PANEL LOCATOR
NORTH CAROLINA FLOODPIAIN MAPPING PROGRAM
NATIONAL ROOD INSURANCE PROGRAM
-OD INSURANCE RATE MAP
�I vA NORTH CAROUNA O
IG O
d PrwB2446
v FG�A;1
CDcc
MMU.. s CO PANEL SURE%
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= ninxav, rowx or amaze -1 x
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M1MPNUMBER
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MAP
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01/OB/0]

WASTE UTILIZATION PLAN
Friday, March 22, 2019
Producer: HiRon Agribusiness
Farm Name : MACA 1 31-26
PO Box 2107
Elizabethtown, NC 28337
Telephone # : (910) $62-7400
Type of Operation : Feeder to Finish Swine
Number of Animals : 10560 hogs design capacity
Application Method: Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface 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
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 ens -re that it is applied. Ir an environmentally safe
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
contents of the waste. Do not apply more nitrogen than the crop can utilize_ Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and avaiaiable water holding capacities. Normally waste shall not be applied to
land eroding at greater than 5 tons per acre per year. With special pre -cautions, waste may
be applied to land eroding at up to 10 tons per acre per year. 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 DEM regulations. Wind
conditions should also be considered to avoid drift and downwind odor problems. 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 to bare ground not more
than 30 days prior to planting. Injecting the waste or disking will conserve nutrients and
reduce odor problems. This plan is teased on waste application through irrigation for this is
the manner in which you have chosen to apply your waste. If you choose to inject the waste
in the future, you need to revise this plan. Nutrient levels for injecting waste and irrigating
waste are not the some.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility_ Acreage requirements should be based on the waste analysis report from
your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for ananlysis. This waste
utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
21-1.0217 adopted by the Environmental Management Commission.
Page I of 9

AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
10560 hogs X 1.9 tons ►n+astelhogs/year = 20064 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
10560 hogs X 2.3 Its PAN/hogs/year = 24288 PAN/year
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.
The fallowing acreage will be needed for waste application based on the crop to be grown,
soil type and suface application.
TABLE I: ACRES OWNED BY PRODUCER
TRACT FIELD SOIL TYPE &CLASS- CROP YIELD LBS AW COMM ACRES LBS AW APPLIC.
DETERMINING PHASE CODE NJACRE N/ACRE USED TIME
9999 - 4 1NORFOLK 0-2% - ! BH 17, 6.5 325 Q 1.46 474.5� MAR-SEP
_ 9999 1 NORFOLK 0-2°T° SG }i 11 - 50 D 1.4i 73 SEP-MAY
9ss$ M_.- 10 INORFOLK 0-2°!0 - - BH - I _6.5I _325 - 001' - _..1423.5 MAR-SEP
9999 10 NORFOLK 0-2% - SG 1' 50 .. Oj 4.38 I _5EP-MAY
9999 19 NORFOLK 0-296 BH i - 6.5.•, 325 0 3.85 1251.251 MAR-SEP
9999 - 11 NORFOLK 0-2% - SG �T 11 501 0! - -.1 192.5 SE_P-MAY
9999 12 `NORFOLK 0-2% - -
BH 6_ _
_.--. .5I 325. O; 4.03 1309.75. MAR-SEP
NORFO_LK 0-2% SG I 7 50 0 4.03 201.5_i - - -
`_ - SEP-MAY
9999 _ 13 NORFOLK 0-2% -- BH I 6.5, - 3251 ni 5.35I 1738 �5 b"AR H
9999 13 NORFOLK 0-2%
_ SG- - 1� 50 O� 5.35 267�.5 &SEP-MAY
9999 f .. 2 NORFO!_K 0-2% B} I 6:5 32501 3.91 1270.751 MAR-SEP
9999 2 NORFOLK 0-2% SG 1 54' 0 3.91 195.5' SEP4AAY
9999 3 NORFOLK 0-2% BH 6:5 325 0 6.28 2041, MAR-SEP
9999 3 NORFOLK 0-2°% 5G ' 1 50 - 0_6.28 _ 314 SEP-MAY_
9999 4 NORFOLK0-29ro B}i 6.6 325 0; 5.76 1872� MAR-SEP
9999 4 NORFOLK 0=2% SG 1 _ 50; Oi 5:7B 288_• SEP-MAY
k9999 5 INORFOLK 0-2% BH 6.5 325 0 6.05 1966.25 MAR-SEP
9999�5 °NORFOLK 0-2% SG 1I 50 _ 0 6.05 302.5� SEP-MAY
I 9999 6 NORFOLK O-2% SH 6.5 325 0 2.48 806:_MAR-SEP
99 -- 6 NORFOLK O-2°!b SG I 1 50 0 2.48 1241 SEP-_MAY
9999 7 NORFOLK 0-2% BN 6:51 325 0; 2.92 949� MAR-SEP
9909 7 - NORFOLK 0-2% - SG - .. ..---
1 0 2.92 146 SEP-MAY
6.51 -
9999 8 NORFOLK 0-2% BH 6.5; 325. 0, 2.88936' MAR-SEP
9999 9 NORFOLK 0-296 I BH -? 6.5^
-l- 'NORFOLK -2% j 1 _50; 01 2.88�_ 144 SEP-MAY
�_ Y- 325' LL 0 4.5 1462.5° MAR-SEP
9999 9 INORFOLK 0-2% tSG _ - __-_
W 4.5 226 SEP_-MAY
---- _
9999 AW NORFOLK 0-2°% ----- ---- • �
BH 6.5; 325! 0 13 84225' MAR-SEP
-- '-
999 AW ,NORFOLK 0-2% ! - ---_ - __-- --
50--- 0' _13 _5501...SEP-MAY
TOTALS: 25068.8 - -
- Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirmenta. Beginning in 1996 the Coastal Zone Management Act will require farriers in
some eastern counties of NC to have a nutrient management plan that addresses all
nutrients. This plan only addresses Nitrogen.
Page 2 of 9

TABLE 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land. See required specifications 2.)
There are no Acres Leased
Indicates that this field is being overseeded (i,e. interp!anted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
* Acreage figures may exceed total acreage in field due to overseeding.
**Lbs AW N (animal waste nitrogen) equals total required nitrogen less any commercial
nitrogen (COMM N) supplied.
The following legend explains the crop codes used in TABLES 1 and 2 above:
CROP CODE CROP UNnS LBS NIUNIT
8H I HYBRID BERMUDAGRASS-_HAY__ _ _TONS 50
SG _ SMALLGRAIN OVERSEEDED AC 50
Page 3 of 9

TOTALS FROM TABLES 1 AND 2
ACRES LSS Aw
N USED
iTAd_ 1 I—..---
_ 66.851 25,06911
TOTALS. . F_ BB.85 25,069
AMOUNT OF N PRODUCED. 24,288
'BALANCE -781
't°6't This number must be less than or equal to 0 in order to fully utilize the animal waste N
produced.
Acres show in each of the preceeding tables 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.
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of
sludge at agronomic rates. The sludge will be nurturient rich and will require precautionary
measures to prevent over application of nutrients or other elements. Your production facility
will produce approximately 3907.2 pounds of plant available nitrogen (PAN) per year in the
sludge that will need to be removed on a periodic basis. This figure is PAN when
broadcasting the sludge. Please be aware that additional acres of land, as well special
equipment, may be needed when you remove this sludge,
See the attached map showing the fields to be used for the utilization of waste water.
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.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 5.92 months. In no instance should the volume of
waste being stared in your structure be within 1.6 feet of the top of the dike.
If surface irrigation is the method of land application for this plan, it is the responsiblity of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in Tables 1 and 2. Failure to apply the recommended rates and
amounts of Nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application rates and amounts.
APPLICATION APPLICATION
TRACT FIELD SOIL TYPE CROP RATE (in/hr) AMT (inches)
9999 I2,-13. -2, *3, 4-5.-6,- NORFOLK 0 2�10 �SG 6.50 '1
- --
9999.NOftFOLK 0-2% i. B} I 0.50 '1
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 the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Page 4 of 9

NARRATIVE OF OPERATION
This is the same waste plan as was executed on 3124/10 by Carl Dunn but placed in the
current owners name. No changes have been made. The former honey wagon acres are
designated AW for Aerway use.
Page 5 of 9

PLANS & SPECIFICATIONS
1. 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. Illegal discharges are subject
to assessment of civil penalties of $10,000 per day by the Division of Water Quality for every
day the discharge continues.
2. The Field Office must have documentation in the design folder that the producer either
owns or has long term access to adequate land to properly dispose of waste. if the producer
does not own adequate land to prcparly dispose of waste, he shall provide MRCS with a copy
of a written agreement with a landowner who is within a reasonable proximity, allowing
him/her the use of the land for waste application for the life expectancy of the production
facility. It is the responsibility of the owner of the facility to secure an update of the Waste
Utilization Plan when there is a change in the operation, increase in the number of animals,
method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the Nitrogen needs for realistic crop
yields based on soil type, available moisture, historical data, climate conditions, and level of
management, unless there are regulations that restrict the rate of application for other
nutrients.
4. Animal waste may be applied to land that has a Resource Management System (RMS) or
an Alternative Conservation System (ACS). if an ACS is used the soil loss shall be no greater
than 10 tons per acre per year and appropriate filter strips will be used where runoff leaves
the field. These filter strips will be in addition to "Buffers" required by DEM. (See FOTG
Stantard 393 - Filter Strips and Standard 390 Interim Riparian Forest Buffers).
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 irrigation field.
6. When animal waste is to be applied on acres subject to flooding, it will be soil incorporated
on conventionally tilled cropland. When 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" in the NRCS Technical Reference -
Environment file for guidance.)
*7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that
runoff does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control conditions
conducive to odor or flies and to provide uniformity of application.
S. Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
G. 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.
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with
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 shalt
not be applied more than 30 days prior to planting of a crop on bare soil.
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 from anv nerenniial stream or river (other that an irrigation ditch or canal. Animal waste
Page 6 of 9

other than swine waste from facilities sited on or after October 1, 1995), shall not be applied
closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips)
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 landownwer.
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 croplands
provided they have been approved as a land application site by a "technical specialist".
Animal waste should not be applied on grassed waterways that discharge directly into water
courses, except when applied at agronomic rates and the application 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.
*17. A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe- runs, etc.). If needed, special vegetation shall be
provided for these areas and 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. Lagoon 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 stnictures, 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 as a preemergence with no other 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 fpr 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
element. Zinc and copper levels in the soils shall be monitored and alternative crop sites
shall be used when these metals approach excessive levels. pH shall be adjusted for
optimum crop production amd maintained. Soil and waste analysis records shall be kept for
five (5) years. Poultry dry waste application records shall be maintained for three (3) years,
Waste application records for all other waste shall be maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina Department of
Agriculture regulations.
* Liquid Systems
Page 7 of 9

NAME OF FARM: MAGA 1 31-26
OWNER 1 MANAGER AGREEMENT
I (we) understand and will follow and implement the specifications and the operation and
maintenance precedures estalished in the approved animal waste utilization plan for the farm
named above. I (we) know that any expansion to the existing design capacity of the waste
treatment andior storage system or construction of new facilities will require a new utilization
plan and a new certification to be submitted to DEM before the new animals are stocked.
1(we) understand that 1 must own or have acces to equipment; primarily irrigation equipment,
to land apply the animal waste described in this waste utilization plan. This equipment must
be available at the appropriate pumping time such that no discharge occurs from the lagoon
in a 25-year 1-day storm event. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates that no runoff occurs.
NAME OF FACILITY OWNER: Hilton Agribusiness
SIGNATURE: ik-.j 4"S DATE: f
NAME OF MANAGER (if different from owner):
please print
SIGNATURE;
DATE:
NAME OF TECHNICAL SPECIALIST: Curtis Barwick
AFFILIATION: Barwick Ag Services
ADDRESS (AGENCY): 103 Country Club Circle
Clinton, NC 28328
(8 0) 385-1000
SIGNATURE: DATE:
Page 9 of 9

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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?
Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone #, After hours,
emergency number. [phone]. Your phone call should include: your name, facility
number, telephone number, the details of the incident from item 2 above, the exact
location of the facility, the location or direction of the movement of the spill, weather and
wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Health Department
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice / technical assistance phone number.
4. If none of the above works call 911 or the Sheriffs Department and explain your problem to
them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize offsite damage.
a. Contractors Name: TO 6
b. Contractors Address:
c. Contractors Phone: (Clio, 19 a d 15
6. Contact the tectnical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name:
b. Phone: elf v J-g G .2 (1(�
Implement procedures as advised by DWQ and technical assistance agencies to rectify the
damage, repair the system, and reassess the waste management plan to keep problems
with release of wastes from happening again.

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
Flush gutters • Accumulation of solids
uid
Cl/Flush system is designed and operated sufficiently
to remove accumulated solids from gutters as
estgned
Remove bridging of accumulated solids at
Lagoons and pits Crusted solids DV 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
oyer more than 30 percent of surface
Excessive vegetative • Decaying vegetation maintain vegetative control along banks of
growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter along
water's edge on impoundment's perimeter.
Feeders • Feed spillage LMr Design, operate, and maintain feed systems
(e.g., bunkers and troughs) to minimize the
un-iulation of decaying wastage
❑ Clean up spillage on a routine basis (e.g., 7- to 10-
day interval during summer; 15- to 30-day interval
during winter)
AMIC - November 11, 1996, page 1

Insect Control Checklist for Animal Operations
Source Cause / BMPs to Control Insects Site Specific Practices
Feed storage • Accumulations of feed 11 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 strips 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 O 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
handling areas as needed
For more information contact:
Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC - November 11, 1996, page 2

Swine Farm Waste Management — Odor Control Checklist
INSTRUCTIONS FOR USE
Permit No.: A W'S a,, ,
Date:
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 of the 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 2 Grade and landscape so water drains away
rom facilities and prevent ponding
Rr 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.: r' t W5 3) b 6 a.(p
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
HOUSE / BARN — WASTE HANDLING
♦ Flush tanks
❑ Install flush tank covers
♦ Odorous Gases
0 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
junction box
❑ stall 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
Knstall waterers over slotted floor area
Install feeders at high end of solid floors
♦ Odorous Gases �5veep
erape manure buildup from floors and walls
floors dry
❑ Install underfloor ventilation for drying
❑ Replace bedding/scrape at frequency to
keep bedding dry
❑ Other BMPs — please describe
• 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
Swine AMOC Page 2 of 6 APPROVED — 7/25/2019

Swine Farm Waste Management — Odor Control Checklist
Permit No.: A 05 3 (00 -IL
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
HOUSE / BARN — VENTILATION
♦ Dust ❑ lean fans regularly— specify frequency
♦ Volatile/odorous gases fficient air movement
Install temperature and humidity sensors to
control ventilation
❑ Treat barn exhaust
❑ Other BMPs — please describe
HOUSE / BARN — FEED
• Examples: biofilters, wet scrubbing, windbreaks
• May reduce ventilation rate depending on method
♦ Dust
❑ Install feed covers
♦ Adsorbed Gases
® Keep outdoor feed storage covered except
• Required by rule 15A NCAC 02D .1802
When necessary to add/remove feed
Minimize free -fall height of dry feed
Install feed delivery downspout extenders
feed covers
[the
move spoiled/unusable feed on regular basis
Vd pellets instead of dry meal
• May require third party input/approval
"Usle feed additives
• May require third party input/approval
♦ Ammonia
se feed -reduced crude protein diet
• May require third party input/approval
❑ Other BMPs — please describe
HOUSE / BARN — GENERAL
♦ Dust
C5 Install temperature and humidity sensors
• Maintain relative humidity at 40 to 65%
♦ Odorous Gases
to control ventilation
❑ Use ultraviolet light to treat indoor air
❑ Use indoor or outdoor electrostatic space
• Can be used to treat exhaust air
charge system
❑ Other BMPs — please describe
Swine AMOC Page 3 of 6 APPROVED — 7/25/2019

Swine Farm Waste Management — Odor Control Checklist
Permit No.: 196J,531C,O
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
❑ Ex end discharge point of pipe to below lagoon
YYquid level
a1ntain proper surface area -to -volume ratio
ET*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
❑ Use permeable lagoon covers (not a digester)
❑ Use impermeable lagoon cover or
anaerobic digester
❑ Other BMPs — please describe
LAND APPLICATION
♦ Odorous gases ® Perform land application in accordance with
CAWMP
♦ Wind drift ® Pump intake near lagoon surface
2r Pump from second stage lagoon
Follow good neighbor policy
[Operate at minimum recommended pressure
❑ Increase setbacks beyond those required by
statute, rule, or permit
• 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
Swine AMOC Page 4 of 6 APPROVED — 7/25/2019

Swine Farm Waste Management — Odor Control Checklist
Permit No.: A1XV bd
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
LAND APPLICATION (CONTINUED)
SLUDGE DISPOSAL
EJ/A'pply during favorable wind conditions,
(especially for traveling guns or impact
s inklers)
[ /hen practical, apply waste on sunny days
rather than cool, overcast days
[+When possible, apply waste mid -morning to
late -afternoon
• 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
❑ For traveling guns, use taper -ring or taper -bore • Less odor and drift than ring nozzles
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
♦ Odorous gases [+ Transport sludge in covered vehicles or tankers
�gpply in thin, uniform layers • Speeds drying and prevents ponding
Incorporate land -applied sludge as soon as • Required within 48 hours or prior to next rain event,
practical after application, and in accordance whichever is first, for conventionally tilled
with permit. bare soils
❑ 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
Swine AMOC Page 5 of 6 APPROVED — 7/25/2019

ADDITIONAL INFORMATION
Air Management Practices Assessment Tool (AMPAT)
AHG-538-A Certification Training for Animal Waste Management Systems: Type A
EBAE 103-83 — Lagoon Design and Management for Livestock Manure Treatment and Storage
EBAE 128-88 — Swine Production Facility Manure Management: Pit Recharge -Lagoon Treatment
EBAE 129-88 — Swine Production Facility Manure Management: Underfloor Flush -Lagoon Treatment
EBAE Fact Sheet — Calibration of Manure and Wastewater Application Equipment
EBAE Fact Sheet — Swine Production Farm Potential Odor Sources and Remedies
NC NRCS Standard 359 —Waste Treatment Lagoon
NC NRCS Standard 380 — Wind break/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
AVAILABLE FROM:
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.nrcs.udsa.gov
www.nrcs.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 be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
[X 71 Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
a 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).
Elj� 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).
71 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 temporary procedures or measures for disposal according to G.S. 106-399.4.
'gnature ❑ arm Owner/Manager Date
Signature of Technical Specialist 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

(:D)A 1 FARM
AS SYST E NA
DUPLIN COUNTY, NORTH CAROLINA
CIVIL ENGINEER
CAVANAUGH & ASSOCIATES, P.A.
PO BOX 11197
WINSTON-SALEM, NC 27116
1-877-557-8923
ELECTRICAL ENGINEER
DAVID SIMS & ASSOCIATES, P.C.
108 GILES AVENUE, SUITE 100
WILMINGTON, NORTH CAROLINA 28403
[phone] / [phone] (FAX)
SHEET INDEX
C.2.32.0
C.2.32.1
C.2.32.2
C.2.32.3
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
FINAL DESIGN
NOT RELEASED FOR
CONSTRUCTION
I C(`CNIF)
", EXISTING PROPOSED
- COVER & SHEET INDEX
- AREA 1000 OVERALL SITE PLAN
- HYDRAULIC PROFILE
- AREA 1000 SETBACKS
- 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
PROPERTY LINE
LIMITS OF DISTURBANCE LOD N
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
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
FZ AE FLOOD ZONE AE
�,M �/jT- ESTIMATED WETLANDS FROM USFWS MAPPING
STORM PIPE
DITCH
oe OVERHEAD ELECTRICAL OE
ue UNDERGROUND ELECTRICAL UE
71) UTILITY POLE Co-,
X X FENCE x x
BEFORE YOU DIG!
TREE LINE NC ONE CALL
(TOLL FREE)
JACK AND BORE

CWELL - •'.........••''•
(OR 1-800-632-4949) �&���,
IT'S THE LAW!
E:AVANAU G H
Stewardship through innovation
DATE: JANUARY 16, 2024
SHEET C.2.32.0 PROJECT NO. BE.21.015

ILS-5 I
FM
/Fti PE ,--�/ / // \ / �
l POWER COMPANY SHALL / / O
RELOCATE POWER LINES AROUND/
PROPOSED DIGESTER (TYP.),."000.�<,// x
.00
I
/
ILS-6
INV
/ D-12
/ SLG
PROPOSED RAINWATER PUMP (ON TIMER) ANN
DS
RAINWATER OUTLET (TIMER TO BE PROVIDED
i
BY CONTRACTOR, NOT PUMP SUPPLIER)
SEE DETAIL 4/C.3.6 AND SHEET C.3.8
MS CONTROL /
S\-G / PANEL
Z� 6 / / / / // / / / / / / ALL BARNS USE _ i Q / BAF �/ SWITCH
MS DISCONNECT'
/ / // / // // / // PULL PLUGS — — -� /M
/ FM
/ z l \ I I /
\ / INSTALL/ / �i �/ //� // / / > / /// / G if
\ / CO CONTRACTOR PRO ERROSIONLCONTROL I /�� / i / i �/ / �/ /// / / / / �i / / o / \FM �� / / \\ / I / D-3 W / WIRING FROM
/ //// / / / / d / / I / PIPE / POWER COMPANY
_ MEASURES TO CONTAIN ANY / \ / mil" J / / l .- / / � I D-2 I I I
` SEDIMENTATION FROM GROUND I // / / / / / / / / > j J ��� / \ ( I / I MS / POWER METER I I
DISTURBANCES OF PROPOSED / / / /�Z �E/ /// / / / / / / / / /6 / \ O I / I I / I
TO SERVE MS (7.5HP) AND
Q� WORK TYP.) / / / / / j % / /% /i i / / / / / gPRN 51,5 / \ \ I I I I I
00'( / / / / / / �FM — �� CIRCUIT RAIN PUMP (5HP)
000.
/ j / / / �cij/ / /// // // / FF / N BREAKER I
» > I TOTAL 12.5HP
SCALE: 1 = 50 PANEL SEE ELECTRICAL SHEETS I I I
50 0 50
LC-2
PIPE
SCALE OF MAP MAY VARY / l / / /ice Jll�� / _ / ) < \ o / �
/ // /ePRN���2 INV
I I /
DUE TO METHODS OF REPRODUCTION.
FLOOD ZONE AE / /////////I^/ C ) i� of N=' / ILS CONTROL PANEL \ \\ \ �j / I D-1 /
/ILS DISCONNECT SWITCH II \ / / I / TOP OF DIKE 150.00'
CIRCUIT BREAKER PANELSp/////\\ \ \ \\ I I \
-,✓ �\
// \ \ �1000,
/ POWER METER
I /
TOTAL 45HP
` AND TP 5HP I / \ \ PAN 652 \ // / I /I
TO SERVE ILS (40HP)
/ J) //
// / / j j j // / // / ^„�o �/ // / — — — — — \ --SEE ELECTRICAL SHEETS \ \ \ \ \ LC-6 / /
/ ----_ _ — / / / //
/ / / / //�/ / // / / / / ILS-1 \ WIRING FROM \ W WW / /
// / / /////�/// �C / PS — \ POWER COMPANY . _ — / /
ILS-2 c� \ \\ \ \ /W LC-7
\ /� / �/ �Z — =�� — — /// / INV �j9 — \ PIPE \ / / — — _ Farm Information
_ _ =
— FZ—,, / / / / / W� —
//---_��i —� ��// // / // ILS-3 // // 9 \ \ N #�� \\
— — — — — J // / PIPE / RN #�1 \ \ / gp&z1�6-5\ / /
�
\ W \\ \ �------\�--_-- EXISTING LAGOON 1 / //��' ��� ��
�✓�����//�,��� �------ ----TOP OF DIKE 142.11' / N��
/ / I Table 2: Influent Lift Station (Detail 1/C.3.2)
ILS-4 Finished Grade: 142.11 ft
� / \ / /
1�g// / 142 i' INV \ \ �\ \\ WG \ 1\\ \ / I ^ I I Rim: 144.82ft
/ ASSUMED LOCATION OF \ \ \ \\ \ \\Z I I I \
--/-//�/ice �� \ \ \\ �p \\\ \ gP�Nt�6�� I \�� '�� Invert 137.75ft
-- — — / / BARN COLLECTION PIPE �Bypass Riser: 143.82 ft \
� \ g \ \ gPR,�4g6 \\\\ FF I ✓ J i� Yp �
Bypass Invert Out of Wall: 141.33 ft
CID
TP TIMER (TIMER TO BE �� / 3� / / / \\ co //
PROVIDED BY CONTRACTORBottom of Wet Well: 134.82 ft
\ / I I -�°�� — / / Depth of Wet Well: 10.00 ft
, / ��� / �
NOT PUMP SUPPLIER)
Design Flow: 700 gpm
n�-
/ - / \\ 6 / \ / 1 / / / / / / / / / �� Selected Pump Rate: 850 (1 pump) gpm
TP DISCONNECT SWITCH Total Dynamic Head (TDH): 38 ft /
J Ir — — — —TP 2 > /// // / / I TP-1 LC-5 gpRN 515� \ \ \\ gE 1�61 /144� / / / / / / / / \ _ Pump Horsepower: 20 hp _
/_ \ / / PUMP INV / Pump Speed (RPM): 1,760 RPM a
/ \\ INSTALL VACUUM / \ \ \ / / kti / / / / Electrical Supply: 240 V
EXISTING LAGOON 2 / / / / / 1 / / / / \
\ / \ \ \ \ / / / / % / Electrical Frequency: 60 hz
TOP OF DIKE / / / ' � \\ BREAKER
137.55'/// �� \\ / \
/
/ \ // / 1= //////// \ /// %/ / \ Phase: 10
CONNECT EXISTING BARN / Impeller Diameter: 8 in.
\ / /
/� \ \\ LATERALS TO PROPOSED \ 12 \ \ � � J / � � / / / / — / t/ � � / / Motor Type: TEFC
TP-3 \ GRAVITY MAIN (TYP. OF 12) Pump: GEA
INV p'
% / �/ Pump Model: 4" High Pressure
/ / / Shaft Length: 10 ft.
/ Table 1: Identification List ,
\ /-
/ GWC-1
/i
PIPE
/co
-142'
//
100,
NOTE: ALL LINEWORK SHOWN IN
WHITE IS BY AREA 3000
\ \ \ \\\ / ♦ \ CONTRACTOR
100,
Table 4: Digester Data Table
\ / �I(�
=—J
\�\ao
���------ �----�----\ � \\\\ \\ \\\ \\ I / / 11 / / � < < / \ /� /�/ j/ // / / o p I
-------- /-� \ \yam\\\\\\\\ \\�� 25/com action factor used
\\\ \ \
Length:
230
ft
Width
230
ft
Top of Dike Elev:
150.00
ft
Operating Level Elev:
148.33
ft
Bottom Elev:
138.00
ft
Total Volume:
456,888
cf
Volume at Operating Level:
372,288
cf
S.A. @ Inside Top of Dike:
52,900
ftZ
Slope:
3:1 -
Total Cut
8,106
CY
Total Fill
7,660
CY
Net Surplus
446
CY
Section
Description
Quantity
Unit
Additional Info
Gravity Waste Collection (GWC)
GWC-I-PIPE
12" PVC (DR 35) Gravity Collection Line
420
L.F.
GWC-2-CO
Cleanout
2
each
Influent Lift Station & Forcemain (ILS)
ILS-I-PS
Influent Lift Station
-
-
Table t/C.2.32.1and Detail1/C.3.2A
ILS-2-INV
12" Digester Bypass Inlet
-
-
Inv. 141.33'
ILS-3-PIPE
12" PVC (DR 35) Digester Bypass Pipe
90L.F.
ILS-4-INV
--------
ILS-S-FM
12" Digester Bypass Outlet
------------------
8" HDPE DR 17 Forcemain
-
----
883
-
--
L.F.
Inv. 141.11'
--------------------
ILS-6-INV
8" HDPE (DR 17) Forcemain Inv. Out
-
-
Inv. 146.00'
Digester(D)
D-1-DIGESTER
Proposed Digester
-
-
Table 4/C.2.32.1 and Sheet C.3.4
D-2-MS
Mixing Station
-
-
Table 3/C.2.32.1 and Sheet C.3.3
D-3-PIPE
8" PVC (DR 35)
51
L.F.
D-4-SUMP
HDPE Sump Box Mixing System Inlet
Not used
D-5-FM
6" HDPE (DR 17) Forcemain
301
L.F.
I Inv. Out 146.00'
D-6-PRA
Pump Repair Area
Not used
D-7-BAF
HDPE Baffle Underflow
-
-
Sheet C.3.4
D-8-BAF
--------
D-12-SLG
HDPE Baffle (Overflow)
--------------------
Sludge Removal Pipes (HDPE DR 17)
Not used
---- -- --------------------
120 L.F. 13 pipes at 40 L.F. each
Level Control (LC)
LC-1-INV
Digester Inv. Out
-
-
Inv. 148.08'
LC-2-PIPE
12" PVC (DR 35) Digester Outlet Pipe
301
L.F.
LC-3-PS
Level Control Station
Not used
LC-4-FM
6" HDPE (DR 17) Forcemain
Not used
LC-5-INV
Lagoon Invert From Digester
-
-
Inv. 141.11'
LC-6-WW
Level Control Wet Well
-
-
Table 5/C.2.32.1 and Detail 2/C.3.2B
LC-7-PIPE
12" PVC(DR35) Digester Outlet Pipe
545
L.F.
Transfer Pump (TP)
TP-1-PUMP
Transfer Pump
-
-
ITable 6/C.2.24.1 and Sheet C.3.7
TP-2-FM
4" HDPE (DR 17) Forcemain
175
L.F.
TP-3-INV
4" HDPE (DR 17) Forcemain Inv. Out
-
-
I Inv. 136.55'
Farm Name:
MAGA 1 Farm
Permit Number:
AWS310026
Permitted Capacity:
10,560
Table 3: Mixing Station (Detail 1/C.3.3)
Finished Grade:
150.00
ft
Ri m:
150.50
ft
Invert In:
141.00
ft
Bottom of Dry Well:
140.50
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 5: Level Control Wet Well
Finished Grade:
150.00
ft
Ri m:
150.50
ft
Invert In:
143.00
ft
Invert Out:
147.58
ft
Bottom of Wet Well:
142.50
ft
Depth of Wet Well:
8.00
ft
,-Table 6: Transfer Pump (Detail 6/C.3.7)
Design Flow:
-
gpm
Selected Pump Rate:
230
gpm
ft
Total Dynamic Head (TDH):
10
Pump Horsepower:
5 hp
Pump Speed (RPM):
1,760 RPM
Electrical Supply:
240 V
Electrical Frequency:
60 hz
Phase:
10
Impeller Diameter:
9.5 in.
Motor Type:
TEFC
Selected Pump:
IGEA
Pump Model:
3" HP Pontoon
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NOTE: PER THE NRCS 366 ANEROBIC DIGESTER STANDARD,
RAINFALL IS INCLUDED IN DETERMINING THE rm
OPERATIONAL VOLUME OF THE DIGESTER. THE NOAA O
ATLAS 14 30YR NORMAL RAINFALL DATA FOR THE
AREA HAS BEEN USED TO DETERMINE THE 25- YEAR,
a
24-HOUR RAINFALL ON THE DIGESTER. WITH THIS DATA, �
THE OPERATIONAL VOLUME FOR THE DIGESTER DESIGN 2
AT THIS SITE IS BASED ON 12-INCHES OF STRUCTURAL
FREEBOARD PLUS 7.5 INCHES FOR THE 25-YEAR,co
24-HOUR RAINFALL EVENT TO DETERMINE THE 20.04 Q
INCHES OF FREEBOARD FOR THE DIGESTER.
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1 / C.2.3 2.2
135 135
BOTTOM: 134.82' EXISTING LAGOON 1 EXISTING LAGOON 2
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TOD: TOP OF DIKE
-TOB: TOP OF BANK BOTTOM: 128.51'
FFE: FINISH FLOOR ELEVATION
FB: FREEBOARD ELEVATION
-EG: EXISTING GRADE ,•`%%�,,,,,,,,,,,�dl

1
8" MIXING STATION
(SEE DETAIL 1/C.3.3)
LEVEL
TOD: 150.00'
CONTROL WET WELL (LC-6)
(SEE DETAIL 2/C.3.2B)
HDPE COVER (TYP)
RIM:150.50'
RIM:150.50'
FG:
150.00'
FG: 150.00'
LEVEL CONTROL PIPE
OUTLET
OL: 148.33' INV: 148.08'
(LC-1)
(LC-7)
FFE:
146.52'
FFE: 146.30'
FFE: 146.30'
FFE: 146.18'
4" INFLUENT LIFT STATION
OUTLET
147.58'
INV:
FFE: 145.25'
FFE: 145.30'
(SEE DETAIL 1/C.3.2A)
�
0.5% MIN. SLOPE
FFE: 145.71' FFE: 145.63'
FFE: 145.53'
FFE: 145.61'
FFE: 144.52'
FFE: 144.32'
RIM: 144.82'
INV: 146.00'
(ILS-6)
ONT
(�c\ ROB
INV: 145.00'
INSTALL VACUUM BREAKER
TOB: 144.00'
WET WELL TRANSFER PUMP
' (SEE SHEET C.3.7)
EG: 142.11'
DRY WELL
INV: 143.00'
PROPOSED DIGESTER
BOTTOM: 142.50' TOD: 142.11
� F6:141.11'

� IL
/ \ \
NOW OR FORMERLY �
Al LANE, BOBBY THOMAS & WIFE LANE, JULIA S �Q
\ / DUPLIN CO. PIN: 246600142660 / N \ /
/ I DEED: 950/375 4 \
NOW OR FORMERLY
- - - - - -- - - -- BLACKMORE, JOHN T.
/ DUPLIN CO. PIN: 249500092787 R7
DEED: 879/715 \ J)
/ NOW OR FORMERLY. / n7
BLACKMORE, JOHN THOMAS
DUPLIN CO. PIN: 248500399500399861
DEED: 04E/41
o � �y
cv / �� NOW OR FORMERLY —
COOPER, DANNY T. & WIFE JOHANNAH F. COOPER —
co
ti� I DUPLIN CO. PIN: 247505070945
'as DEED: 1086/704
\ \ I \ �V Z3 j 1 /
NOW OR FORMERLY NOW OR FORMERLY
BLACKMORE, JOHN T & WIFE BLACKMORE, BARBARA V. GRAHAM, CLAYTON KEITH
DUPLIN CO. PIN: 247506480337 1' DUPLIN CO. PIN: 246600144116
SCALE: 1 = 300' DEED: 1197/335 1> /� ��' Q DEED: 929/213
/
300 0 300 / ` N 1-1\ NOW OR FORMERLY 6- / COSTIN, WILLIAM J. & OTHERS
DUPLIN CO. PIN: 247505282338
NOW OR FORMERLY DEED: 977/487
SCALE OF MAP MAY VARY \ F1' GRAHAM, CLAYTON KEITH
\ DUPLIN CO. PIN: 247507771684
DUE TO METHODS OF REPRODUCTION. Q �f DEED: 1131/270
'IV \ / NOW OR 1 / P� FORMERLY
YHILTON AGRIBUSINESS, 1 1
F� \ DUPLIN CO. PIN:245600913980 \
DEED: 1884/179
- NOW OR FORMERLY
STR\ \ FLOOD ZONE AE �,% Q DUP� ND CO. PION: M 247507576512
/ N DEED: 1037/90
NOW OR FORMERLY �1, \ NOW OR FORMERLY
BLACKMORE, W. FRANK %WM. F. BLACKMORE, * N NOW OR FORMERLY c. / BAILEY, STACIE GRAHAM & HUS BAILEY, JASON BRYAN
DUPLIN CO. PIN: 24650069691818 I �`� \ D Y` HILTON AGRIBUSINESS, LLC. / DUPLIN CO. PIN: 246600127923
DEED: 425/575 9 m DUPLIN CO. PIN:245600924722 DEED: 1774/807
DEED: 1884/179
/ "0000)-
/ �• /� / \ - NOW OR FORMERLY
BOWEN, REGINALD & WIFE BOWEN, SERITA
N \ / W \ DUPLIN CO. PIN: 246600129765
m d ti� Q / DEED: 1630/574
LL-
\ 1 \\ / NOW OR FORMERLY
FZ N I �ti NOW OR FORMERLY \ DUPLINGRAHAMCO.YRTLE J, LE
PIN: 246600220650
-Ti/ HILTON AGRIBUSINESS, LLC. DEED: 577/161
W N I m l / / „p�r� , DUPLIN CO. PIN:245600913980 /
"" Q) DEED: 1884 179 _
/
N m I '� NJU NOW OR FORMERLY N
,�� � NJ� \ \ GRAHAM, KATIE STORMS LE \ DUPLIN CO. PIN: 246600221445
�JO \ NOW OR FORMERLY DEED: 1109/240
FZ
E 'I,� Q� HILTON AGRIBUSINESS, LLC. \
DUPLIN CO.
PIN:884 6000924722
_ a / NOW OR FORMERLY
\ 3d Z� ` Q a COSTIN, EDEN B
0o FRO100' DIGESTER SETBACK DUPLIN CO. PIN: 246600223205 FROM PROPOSED DIGESTER \ �
/ /DEED: 523/30
TOP OF DIKE
FZ AE Q ------ ----\ /
N F2 / / 500' DIGESTER SETBACK
1 'qF ( / v� FROM PROPOSED DIGESTER 1500' DIGESTER SETBACK
F AE ti TOP OF DIKE FROM PROPOSED DIGESTER /
TOP OF DIKE /
3b / %6
N �d m NOW OR FORMERLY \ \
/ 1.� COSTIN, WILLIAM J., JR & WIFE KATHRYN B. COSTIN
� / \ / b 2,500' DIGESTER SETBACK
DUPLIN CO. PIN: 246600113417
to m / P� / ]IV Z3 ��d Z3 �y DEED: 1527/356 FROM PROPOSED DIGESTER
TOP OF DIKE \ / \
\ \
\ — NOW OR FORMERLY
FZ qE �� FZ AE 3 — _ COSTIN, WILLIAM J., & WIFE KATHRYN B. COSTIN \
F**Z --7 1 NOW OR FORMERLY DUPLIN CO. PIN: 247511570096 \ \
(N SMITH, BRENDA L. \
v� \ FDUPLIN CO. PIN: 246511772376 DEED: 1140/488F-Z AE \ \
DEED: 972 411
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\ NOW OR FORMERLY \
COSTIN, WILLIAM J., & WIFE KATHRYN B. COSTIN
ra DUPLIN CO. PIN: 247511560523
DEED: 921 /220
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/ \ SMITH, BRENDA L. ! �
1 DUPLIN CO. PIN: 246500097784
DEED: 972/413 4b \ \
/ — / / \
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NOTE: AERIAL
FROM
IMAGERY IS
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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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