310246_Application_20230629

June 15, 2023
Christine Lawson
NCDEQ Division of Water Resources
1636 Mail Service Center
Raleigh, NC 27699-1636
Subject: C&J Finishers
Facility # AWS310246
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 C&J Finishers. 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'.
S. One (1) copy of the permit form Section 3.6 components.
6. One (1) full-size set of the engineering plans, as well as one (1) 11"x17" set.
As marked in the 'State Digester General Permit Application' application form attached with this
package, Section 3.3 of the form has not been filled out because there are no proposed swine
treatment/storage structures for this project; one of the existing lagoons will be converted to an
anaerobic digester.
Influent sampling will be accomplished via sampling from the influent lift station or gravity main
conveying flushed manure to the digester, where applicable. Effluent sampling will be accomplished via
sampling from the level control wet well.
Regarding usage of the biogas, the applicant plans to utilize the biogas produced from the facility to
generate a renewable energy resource for export off the farm. Specific details of how the applicant
plans to do this are not yet released, but the applicant plans to begin export of the renewable energy
resource within 12 months of commencing construction.
Regarding estimate of daily volume of biogas, the daily volume of biogas varies based on animal stocking
numbers, animal age, and climatic variations. A gross estimate that is commonly used for in -ground,
ambient temperature digesters is about 2 cubic feet of biogas per pig occupant in the farm per day;
however, the actual amount of biogas produced by the farm may vary significantly given the
considerations described above.
Cavanaugh & Associates, P.A. PO Box 11197 Winston-Salem, NC 27116, 1-877-557-8923, www.covanaughsolutions.com

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

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Feeding Operations Permit Application Form
(THIS FORM AM Y BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
State Digester General Permit — Farm Digester System
1. GENERAL INFORMATION:
1.1 Facility name: C&J Finishers
1.2 Print Owner's name: James Douglas Blackmore
1.3 Mailing address: PO Box 776
City, State: Warsaw, NC Zip: 28398
Telephone (include area code): (41I0 ) �y`� - Z°og Fax: ( ) -_
Email:
1.4 Physical address: 526 Carrolls Rd
City, State: Warsaw, NC Zip: 28398
Telephone number (include area code): O -
Latitude 34.96810 Longitude-78.1542' (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 0.3 miles turn left onto Carrolls Rd and go 1.7 miles the farm entrance is on the right.
1.7 Farm Manager's name (if different from Landowner):
1.8 Lessee's / Integrator's name (if applicable; circle which type is listed): Smithfield Foods
1.9 Facility's original start-up date: Date(s) of facility expansion(s) (if applicable):
1.10 Design Contact name: Jeff Cappadona Phone [phone] Email: jeffrey cVTadonagcavanau0solutions.com
2. OPERATION INFORMATION:
2.1 Facility number: AWS310246
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 ❑ Layer ❑ Beef Brood Cow
® Feeder to Finish 5,760
❑ 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:
❑ Non -Layer
❑ Turkey
❑ Turkey Poults
❑ Beef Feeder
❑ Beef Stocker Calf
❑ Dairy Calf
❑ Dairy Heifer
❑ Dry Cow
❑ Milk Cow
No. of Animals:
FORM: AWO-STATE-G-DIGESTER-7/07/2022 Page 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): Same as existing (see attached Waste Utilization Plan) Acres
Is there a change to the existing WUP? YES or NO (circle one)
Is the Existing WUP attached? YES or NO (circle one)
Is the New (if applicable) WUP attached? YES or NO (circle one)
2.4 List and Describe all Storage/Treatment Structures Below:
a. DIGESTER or other PRIMARY TREATMENT: (double click on "Select" for drop -down menu box)
Treatment
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.)
Covered Lago
Y (Lagoon
Digester
Soil in situ
44,100
Synthetic (80 mil)
278,198
278,198
Conversion)
(('Lagoon #3'
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 #2'
Y
Soil in situ
45,581
297,747
297,747
'Lagoon #1'
Y
Soil in situ
73,500
578,083
475,294
Select
Select
* Note: The "Total Capacity" and "Req'd Capacity" is given per the existing lagoon calculations for this farm, provided
by the farm owner
2.5 Are KNOWN subsurface drains present within 100' of any application fields?
2.6 Are KNOWN subsurface drains in the vicinity or under the waste management system?
2.7 Does this facility meet all applicable siting requirements?
YES or NO (circle one)
YES or NO (circle one)
YES or NO (circle one)
2.8 Describe Water Movement between Barns, Digesters, and Storage Ponds (double click on "Select" for drop -down menu
box)
Pump Station or
Minimum Pump
Plan Sheet
Location
Gravity
Pipe Size
Capacity
Reference
GPM
TDH
Barns to Digester
Pump Station (IPS-A)
8
980
30
C.2.3.1
Barns #1-6
0 pump)
Barns to Digester
Gravity
Existing
C.2.3.1
Barns #7-8
Digester to Secondary
Gravity
12"
C.2.3.1
Secondary to Tertiary
Pump Station
6"
530
13
C.2.3.1
Select
Select
FORM: AWO-STATE-G-DIGESTER-7/07/2022 Page 2 of 6

Select
Select
3. REQUIRED ITEMS CHECKLIST:
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item.
Applicant's I 'tials
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.
N/A, see cover letter
3.3 Documentation that new digester structure(s) meets the Swine Farm Siting Act, for swine %A
operations. /
3.3.1 Site Map. The scale of this map shall not exceed 1 inch = 400 feet.
3.3.2 All proposed digesters to occupied residences > 1500 feet OR no closer than existing setback.
Existing setback = feet
3.3.3 All proposed digesters to schools, hospitals, churches, outdoor recreational facilities, national parks, state
parks, historic properties, or childcare centers > 2500 feet OR no closer than existing setback.
Existing setback = feet
3.3.4 All proposed digesters to property boundaries > 500 feet OR no closer than existing setback.
Existing setback = feet
3.3.5 All proposed digesters to Public Water supply wells > 500 feet.
3.3.6 The map shall show the location of any property boundaries and perennial streams, or rivers located
within 75 feet of waste application areas.
3.4 One copy of all engineering documents, including, but not limited to, calculations,
equipment specifications, plan and profile drawings to scale, construction materials,
supporting equations or justifications.
3.5 A detailed narrative of the Farm Digester Animal Waste Management System.
3.6 A copy of the CAWMP which must include the following components. Some of these
components may not have been required at the time the facility was initially certified but must
be added to the CAWMP for permitting purposes:
3.6.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available Nitrogen (XN))
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 C&J Finishers (Facility name listed in question 1.1) has been reviewed by me and is accurate and complete to
the best of my knolwledge. I understand that if all required parts of this application are not completed and that if all required
supporting info io and tachm is are not included, this application package will be returned to me as
incomplete.
Signature ^,-- Date V " 1 ` i r
Engineer's Seal

5. FARM OWNER/PERMITTEE CERTIFICATION:
I, �� DX,. J.g- r.„s !,,-ck,- o'er- (Owner/Permittee name listed in question 1.2), attest
that this application for C&J inishers (Facility name listed in question 1.1) has been reviewed by me and is accurate and complete to
the best of my knowledge. 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 ��
6. MXNAGER'S CERTIFICATION: (complete only if different from the Farm Owner)
I �oh•v-^ e (Manager's name listed in question 1.7), attest that this
application for C&J Finishers (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

DocuSign Envelope ID: F891D374-D9A5-4627-9EEA-D516E17AE4B8
New Swine Digester Animal Waste Management System
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER RESOURCES
WATER QUALITY PERMITTING SECTION
ANIMAL FEEDING OPERATIONS PROGRAM
1636 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1636
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
7. SURFACE WATER CLASSIFICATION:
This form must be completed by the appropriate DWR regional office and included as a part of the
project submittal information.
INSTRUCTIONS TO NC PROFESSIONALS:
The classification of the downslope surface waters (the surface waters that any overflow from the facility would flow toward) in
which this animal waste management system will be operated must be determined by the appropriate DWQ regional office.
Therefore, you are required, prior to submittal of the application package, to submit this form, with items 1 through 6
completed, to the appropriate Division of Water Resources Regional Operations Supervisor (see page 5 of 5). At a minimum,
you must include an 8.5" by I V copy of the portion of a 7.5 minute USGS Topographic Map which shows the location of this
animal waste application system and the downslope surface waters in which they will be located. Identify the closest
downslope surface waters on the attached map copy. Once the regional office has completed the classification,
reincorporate this completed page and the topographic map into the complete application form and submit the
application package.
7.1 Farm Name: Ronald Ezzell Farm 1-8
7.2 Name & complete address of engineering firm: Cavanaugh, 1213 Culbreth Dr., Wilmington, NC 28405
Telephone: [phone] Fax: ( ) - Email: aus.Simmons(&cavanaughsolutions.com
7.3 Name of closest downslope surface waters: Carlton Mill Run
7.4 County(ies) where the animal waste management system and surface waters are located: Sampson
7.5 Map name and date: Turkey,
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: Carl ton' s Mill Run
Classification (as established by the Environmental Management Commission): C; Sw
Proposed classification, if applicable:
5/13/2020
Signature of regional office personnel: Date:
(All attachments must be signed) Docu Signed by:
E
avY((a s-,,J,�-, 6"
E3ABA14AC7DC434...
Page 5 of 6

DocuSign Envelope ID: F891D374-D9A5-4627-9EEA-D516E17AE4B8
O
OQ
(#1) TRIBUTARY TO
CARLTONS MILL RUN
�Q
EXISTING
Z
0
LAGOON
C,V
�0,
�
00
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O
c:::3
EXISTING LAGOON
p
TO BE CONVERTED
TO A COVERED
DIGESTOR
SAMPSON
RONALD
COUNTY
EZZELL FARM
DUPLIN
COUNTY
(#2) UNNAMED
TRIBUTARY TO
CARLTONS MILL
Docu Signed by:
j ^'7 6"
I '�
RUN
lE3ABA14AC7DC434...
NAME OF STREAM
STREAM CLASS
STREAM INDEX
1
CARLTONS MILL RUN BR.
C; Sw
18-68-2-10-2
2
UT TO CARLTONS MILL RUN
C; Sw
18-68-2-10-2
LATITUDE: 34°58'11.3"N

°
WATERSHED CLASSIFICATION MAP
BF GRADY BIOGAS COLLECTION
RONALD EZZELL FARM
OWNER: RONALD EZZELL
CAVANAU G H
Stewardship through innovation
Docu Signed by:
I d /' 6U 5/13/2020
GOAFTcf0 N
NOT TO SCALE
SU�80N
NONTN I
Cavanaugh & Associates, P.A. 1213 Culbreth Dr.
Wilmington, NC 28403
[phone] Fax: [phone] www.cavanaughsolutions.com
PROJECT #: BE19.006
DRAWN BY. LJL
BD J: SCALE: 1"=600' 1
DATE. 2020-03

CAVANAU G H
C&J Finishers Volume Calculations
Project: C&J Finishers Location: Sampson County, NC Design By: JPC
Project No: BE.19.006 Checked By: JPC
Date: 2023-6-15
Existing Configuration (For Reference)
Farm Information:
Farm Population:
Lagoon #3 (Barns #7-8):
1,440
Finishing
Lagoon #2 (Barns #5-6):
1,440
Finishing
Lagoon #1 (Barns #1-4):
2,880
Finishing
Total:
51760
Finishing
Storm and Rainfall:
Storm (25-yr, 24-hr) (Lagoons #2 and #3):
7.5
in.
Storm (25-yr, 24-hr) (Lagoon #1 only):
7.0
in.
Rainfall In Excess Of Evaporation:
7.0
in.
Heavy Rain"
0.0
in.
MI
-�

1 of 6

CAVANAU G H
Proposed Configuration (Conversion of Existinq 'Lagoon #3'to Digester)
Flow Path: Measured Sludge Depth: 3.5 ft
Barns -> Digester ('Lagoon #3') -'Lagoon #2' -> 'Lagoon #1' Planned Sludge Depth: 3 ft
Sludge to be Removed: 13,370 cf
100,004 gal
Volumes: Note: 'Measured Sludge Depth' (see above) is from sludge
Capacity = 5,760 Finishing survey dated 2022-7-18
Capacity * ALW * cf/lb = Total
Treatment Volume = 1 5,760 135 11.00 1777,600 cf
Capacity jDaysofStorage gal/(head*day) J= Total
Daily Infow = 1 5,760 90 11.37 1710,208 gallons
94,948 cf
* Note: The existing volumes shown below are provided based on the existing lagoon designs for this farm
Volume Re uired*
cf
Digester
(i.e. 'Lagoon #3')
Existing
'Lagoon #2'
Existing
'Lagoon #1'
Total
Required
Desired Digester Treatment Volume
186,300
N/A
N/A
186,300
Additional Treatment
11,651
244,460
335,189
591,300
Sludge Storage
70,326
0
0
70,326
Excess Wash Water
0
0
0
0
Rainfall In Excess Of Evaporation
0
25,725
26,589
52,314
Storm Storage
0
27,563
1 28,488
1 56,051
"Heav Rain"
0
0
0
0
Daily Inflow (90 days)
9,920
0
85,027
94,948
Total
278,198
297,747
475,294
1,051,238
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 accounted for in these
volume calculations; the rain that falls on the cover is simply pumped off of the cover with a rainwater pump(s)
Volume Provided*
cf
Digester
(i.e. 'Lagoon #3')
Existing
'Lagoon #2'
Existing
'Lagoon #1'
Total
Provided
Desired Digester Treatment Volume
186,300
N/A
N/A
186,300
Additional Treatment
11,651
244,460
335,189
591,300
Sludge Storage
70,326
0
0
70,326
Excess Wash Water
0
0
0
0
Rainfall In Excess Of Evaporation
0
25,725
26,589
52,314
Storm Storage
0
27,563
28,488
56,051
"Heavy Rain"
0
0
0
0
Daily Inflow (90 days)
9,920
0
187,816
197,737
Total
278,198
297,747
578,083
1,154,028
Totals (cf)
Volume Required
(cf)
Volume
Provided* (cf)
Efficiency
Treatment
777,600
777,600
100%
Sludge Storage
70,326
70,326
100%
Excess Wash Water
0
0
N/A
Rainfall In Excess Of Evaporation
52,314
52,314
100%
Storm Storage
56,051
56,051
100 0
"Heavy Rain"
0
0
N/A
Daily Inflow (90 days)
94,948
197,737
208%
Total
1,051,238
1,154,028
110%
Days of Storage:
Proposed Configuration
Required
I Provided
Dail Inflow Volume cu.ft.
94,9481
197,737
Days of Storage
901
187
2of6

Total Temporary Storage
CAVANAU G H
Proposed Configuration (Conversion of Existing 'Lagoon #3' to Digester)
Temporary Storage Volume Required* (cf)
ages er
(i.e. 'Lagoon #3')
Existing
'Lagoon #2'
txisting
'Lagoon #1'
Total
Required
Excess Wash Water
0
0
0
0
Rainfall In Excess Of Evaporation
0
25,725
26,589
52,314
"Heavy Rain"
0
0
0
0
Daily Inflow (90 days)
9,920
0
85,027
94,948
Total
1 9,9201
25,7251
111,6161
147,262
Temporary Storage Volume Provided* (cf)
ages er
(i.e. 'Lagoon #3')
Existing
'Lagoon #2'
xis ing
'Lagoon #1'
Total
Provided
Excess Wash Water
0
0
0
0
Rainfall In Excess Of Evaporation
0
25,725
26,589
52,314
"Heavy Rain"
0
0
0
0
Daily Inflow (90 days)
9,920
0
187,816
197,737
Total
1 9,9201
25,7251
214,4061
250,051
Summary
Total Temporary Storage (cf)
Proposed Configuration
Kequired
Provided
Excess Wash Water
0
0
Rainfall In Excess Of Evaporation
52,314
52,314
"Heavy Rain"
0
0
Daily Inflow (90 days)
94,948
197,737
Total
147,262
250,051
3 of 6

Digester ('Lagoon #3') Volume
Digest ('Lagoon
#3' Stage -Storage
Elevation ft
Areas
Incr. Vol c
Cumul. Vol c
40.60
20,736
-
0
41.60
22,500
21,618
21,618
42.60
24,336
23,418
45,036
43.60
26,244
25,290
70,326
44.60
28,224
27,234
97,560
45.60
30,276
29,250
126,810
46.60
32,400
31,338
158,148
47.60
34,596
33,498
191,646
48.60
36,864
35,730
227,376
49.60
39,204
38,034
265,410
50.60
41,616
40,410
305,820
51.60
1 44,100
1 42,858
1 348,678
CAVANAU G H
Note: The dimensions
and volumes shown are
provided based on the
lagoon design for the
existing'Lagoon #3',
designed by Howard
Hobson on 1994-5-27
and approved on 1994-6-
1
Digester Desired Volume: 186,300 cu ft. (6,900 cy)
Digester Treatment Volume
(@ Treatment Elevation of 49.67): 197,951 cu ft. (7,332 cy)
% Desired: 106%
Digester (i.e. 'Lagoon #3') Updated Elevations:
Zone
Volume
Cumulative Vol.
Elevation
Depth (in.)
Planned Sludge
70,326
70,326
43.60
96.00
Treatment
197,951
268,277
49.67
23.16
Temporary
9,920
278,198
49.92
20.16
Storm
0
278,198
49.92
20.16
ev = 51.60' (348,678 cf)
Top of Storm Elev = 49.92' (20.16") (278,198 cf)
Top of Temp Storage Elev = 49.92' (20.16") (278,198 cf) (Start Pump)
Top of Treat Elev = 49.67' (23.16") (268,277 cf) (Stop Pump)
Planned Sludge Elev = 43.60' (96.00") (70,326 cf)
4of6

L-°
Existing'Lagoon #2' Volume
Existing 'Lagoon #2' Stage -Storage
Elevation ft
Area sf
Incr. Vol cf
Cumul. Vol cf
40.60
23,377
-
0
40.70
23,561
2,347
2,347
41.70
25,439
24,500
26,847
42.70
27,389
26,414
53,261
43.70
29,411
28,400
81,662
44.70
31,505
30,458
112,120
45.70
33,671
32,588
144,708
46.70
35,909
34,790
179,498
47.70
38,219
37,064
216,563
48.70
40,601
39,410
255,973
49.70
43,055
1 41,828
297,801
50.70
45,581
1 44,318
342,119
Existing 'Lagoon #2' Updated Elevations:
CAVANAU G H
Stev p Through Innovation
Note: The dimensions
and volumes shown are
provided based on the
lagoon design for the
existing'Lagoon #2',
dated 1994-11-2
Zone
Volume
Cumulative Vol.
Elevation
Depth (in.)
Sludge
0
0
40.60
121.20
Treatment
244,460
244,460
48.41
27.48
Temporary
25,725
270,185
49.05
19.80
Storm
27,563
297,747
49.70
12.00
of Dike Elev = 50.70' (342,119 cf)
Top of Storm Elev
for g 49.70' (12.0 5' (297,747")(cf)
Top of Temp Storage Elev = 49.05' (19.80") (270,185 cf) (Start Pump)
Top of Treat Elev = 48.41' (27.48") (244,460 cf) (Stop Pump)
5 of 6

Existing 'Lagoon #1' Volume
Existing 'Lagoon #1' Stage -Storage
Elevation ft
Areas
Incr. Vol c
Cumul. Vol c
92.43
45,725
-
0
93.43
48,000
46,863
46,863
94.43
50,325
49,163
96,025
95.43
52,700
51,513
147,538
96.43
55,125
53,913
201,450
97.43
57,600
56,363
257,813
98.43
60,125
58,863
316,675
99.43
62,700
61,413
378,088
100.43
65,325
64,013
442,100
101.43
68,000
66,663
508,763
102.43
70,725
69,363
578,125
103.43
1 73,500
1 72,113
1 650,238
Existing 'Lagoon #1' Updated Elevations:
Note: The dimensions
and volumes shown are
provided based on the
lagoon design for the
existing'Lagoon #1',
designed by Don butler
1991-12-5
Zone
Volume
Cumulative Vol.
Elevation
Depth (in.)
Sludge
0
0
92.43
132.00
Treatment
335,189
335,189
98.74
56.28
Temporary
214,406
549,595
102.02
16.92
Storm
28,488
578,083
102.43
12.00
To of Dike Elev = 103.43' (cf)
Top of�\ Top of Storm Elev = 102.43' (12.00") (578,083 cf)
Top of Temp Storage Elev = 102.02' (16.92") (549,595 cf) (Start Pump)
Top of Treat Elev = 98.74' (56.28") (335,189 cf) (Stop Pump)
Finished Bottom Elev = 92.43'
CAVANAU G H
6of6

CAVANAU G H
Stewardship Through Innovation
C&J Fin
Pump Station
CalculaMens
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
1.00
300.00
700.00
1000.00
GPM
C&J Finishers Influent Lift Station
ILS
4" HP, 980 gpm @ 30' P-2
J5 P5
O
R1
0.00
P1
4
R3
w
Day 1, 12:1
EPANET 2 Pagel

Page 1 6/15/2023 10:27:40 PM
**********************************************************************
* E P A N E T
* Hydraulic and Water Quality
* Analysis for Pipe Networks
* Version 2.2
**********************************************************************
Input File: C&J ILS.net
Link - Node Table:
Link
Start
End
Length
Diameter
ID
Node
Node
ft
in
----------------------------------------------------------------------
P1
J1
R3
539
7.549
P4
J4
J1
25
7.549
P5
J5
J1
25
7.549
P-1
R1
J4
#N/A
#N/A Pump
P-2
R1
J5
#N/A
#N/A Pump
Energy Usage:
Usage
Avg.
Kw-hr
Avg.
Peak
Cost
Pump Factor
Effie.
/Mgal
Kw
Kw
/day
----------------------------------------------------------------------
P-1 0.00
0.00
0.00
0.00
0.00
0.00
P-2 100.00
75.00
127.54
7.47
7.47
0.00
----------------------------------------------------------------------
Demand
Charge:
0.00
Total
Cost:
0.00
Node Results:
Node
Demand
Head
Pressure
Quality
ID
----------------------------------------------------------------------
GPM
ft
psi
J1
0.00
162.48
70.40
0.00
J4
0.00
162.48
70.40
0.00
J5
0.00
166.95
72.34
0.00
R1
-975.86
136.50
0.00
0.00 Reservoir
R3
975.86
148.00
0.00
0.00 Reservoir

Page 2
Link Results:
----------------------------------------------------------------------
Link
Flow
VelocityUnit
Headloss
Status
ID
GPM
fps
ft/Kft
----------------------------------------------------------------------
P1
975.86
7.00
26.86
Open
P4
0.00
0.00
0.00
Open
P5
975.86
7.00
178.81
Open
P-1
0.00
0.00
0.00
Closed Pump
P-2
975.86
0.00
-30.45
Open Pump

CAVANAUGH
Pump System Design Spreadsheet - C = 120
Project: C&J Enishers Location: Sampson County, NC Design By:
Project No: BE.19.006 Checked By:
Date: 2023-6-15
Description: Transfer Pump
System Regulrsments
System
Pi e i
Length of Pipe ft
Pi e 2
ft
Pi e 3
ft
Daily Flow Rate =
gpd
Pipe Diameter in
in
in
Design Period =
hrs
Elevation Difference ft
gpm
gpm
Average Flow =
gpm
BASIB OF DESIGN
Pipe Area 0.196 fe
(additional flow)
(additional flow)
Peaking Factor =
C-
Peak Flow =
0 gpm
Velocity At Selected Flow (ft/sec) -
Nozzle Head =
Pump Chosen:
Pressure Head =
_ft
ft
3" Pontoon
High Pressure
Duty Points: �pm 012.6 ft, 6.03 ft/sec
Step: -
Manufacturera
System Curve
Pump Curve Data
Friction Head Friction Head Friction Head
Velocity Head
Flow Rate Flow Rate
Velocity Elevation
Head
Pipe 1
Pipe 2 Pipe 3
(Submerged)EI FittingNalve Head Nozzle Head
Pressure Head
TDH
TDH
GPM (ft3/sec)
(ft/sec)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
000
4.0
25 0.06
0.28
4.00
0.02
0.,00
0.01
0.00
0.00
4.03
0.00
0.00
4.10
75 0.17
0.85
4.00
0.14
0.00
0.07
0.00
0.00
4.21
�.22
1.13
.00
0.12
0.00
4.36
62.0
125 0.28
1.42
4.00
0.36
0.00
0.19
0.00
0.00
4.55
�.33
1.70
.00
0.27
0.00
4.77
57.0
175 0.39
1.99
4.00
0.67
0.00
0.36
0.00
0.00
5.04
200 0.45
2.27
0.00
5.34
52.0
225 0.50
2.55
4.00
1.07
0.00
0.60
0.00
0.00
5.67
250 0.56
2.84
4.00
i
0.00
0.00
6.04
46.0
275 0.61
3.12
4.00
1.55
0.00
0.90
0.00
0.00
6.45
300 M.67
3.40
4.00
1.8
.00
0.00
6.89
41.0
325 0.72
3.69
4.00
2A1
0.00
1.26
0.00
0.00
7.37
350 M.78
3.97
4.00
2.4
.00
0.00
7.88
35.0
375 0.84
4.26
4.00
2.75
0.00
1.67
0.00
0.00
8.42
400 00.89
4.54
4.00
3.1
��
0.00
9.00
29.0
425 0.95
4,82
4.00
3.47
0.00
2.15
0.00
0.00
9.61
450 0 1.00
5.11
4.00
3.8
2.4�
0.00
0.00
10.26
23.0
475 1.06
5.39
4.00
4.26
0.00
2.68
0.00
0.00
10.94
500
5.67
4.00
4.6
.00
2.9�
0.00
0.00
11.66
17.0
525 1.17
5.96
4.00
5A2
0.00
3.28
0.00
0.00
12A0
550
6.24
4.00
5.5
.00
3.61�
0.00
0.00
13.18
10.0
575 1.28
600 01.34
6.53
6.81
4.00
4.00
6.06
6.56
0.00
3.93
0.00
0.00
0.00
0.00
14.00
14.84
625 1.39
7,09
4.00
7,07
0.00
4.65
0.00
0.00
15.72
650 0 1.45
7.38
4.00
7.60
0.00
0.00
16.63
675 1.50
7.66
4.00
8A5
0.00
5.42
0.00
0.00
17.58
700 _56
7.94
4.00
8.7
.00
0.00
18.55
725 1.62
8.23
4.00
9.31
0.00
6.25
0.00
0.00
19.56
750 _67
8.51
4.00
9.9
.00
E
0.00
20.60
775 1.73
8.79
4.00
10.53
0.00
7.15
0.00
0.00
21.68
800 01.78
9.08 E
4.00
NNW
0.00
0.00
22.78
825 1.84
9.36
4.00
11.82
0.00
8.10
0.00
0.00
23.92
IL 850 > 1.89
9.65 J
4.00
ELL
0.00
0.00
25.09
875 1.95
9.93
4.00
13.18
0.00
9.11
0.00
0.00
26.29
�.01
10.2W
4.00
13.8
.00
0.00
27.52
925 2.06
10.50
4.00
14.61
0.00
10.18
0.00
0.00
28.79
�.12
10.78
4.00
15.3
.00
dL 10.
0.00
30.08
975 2.17
11.06
4.00
16.10
0.00
11.31
0.00
0.00
31.41
�.23
11.35
4.00
16.87
0.00
32.77
1,025 2.28
11.63
4.00
17.66
-
0.00
12.50
0.00
0.00
34.16
l2.34
11.92
4.00
18.47
-
0.00
35.58
1,075 2.40
12.20
4.00
19.29
- -
0.00
13.75
0.00
0.00
37.04
- 2.45
12.48
4.00
20.13
- -
0.00
38.52
1,125 2.51
12.77
4.00
20.98
- -
0.00
15.06
0.00
0.00
40.04
- 2.56
13.05
4.00
21.85
- -
0.00
41.59
1,175 2.62
13.33
4.00
22.74
- -
0.00
16.43
0.00
0.00
43A7
I
Duty, Points'
1 Pump
4.00
5.24
12.60
2 Pumps
12.71
25.46
Flttina/Valve Head,
Size in Descriotion
K Factor
Sty
Total K
6 Gate Valve
0.12
0
0.00
6 Check Valve
0.75
1
0.75
6 Ball Valve
0.05
0
0.00
6 Butterfly Valve
0.68
0
0.00
6 Plug Valve
0.27
1
0.27
6 90" Elbow
0.45
5
2.25
6 45" Elbow
0.24
0
0.00
6 Tee (Branch)
0.90
1
0.90
6 Tee (Run)
0.30
0
0.00
6 Pipe Entrance
0.78
1
0.78
6 Pipe EA
1.00
1
1.00
Total K: 5.95
FiftingNalve Head = K (vz / 2g)
1 of 2

70.0
I'lie1i1
AM
m
40.0
E 30.0
c
G
ca
0 20.0
10.0
1 Pump
Duty Point =
530 gpm @ 13 ft.
Velocity = 6.0 fps
C&J Finishers
Transfer Pump
Pump Vs. System Curve
3" Pontoon High Pressure
�y1
C: AVA U G H
S(cwnrdxIupThrwgh lnrwwwoon
0.0 1 I - TI
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
LO o U') o U') o U) o U) o o U) o LO o LO o U') o
N N M CO LO LO M O ti ti 00 M O O 0
Flowrate (gpm)
System Curve 1 Pump
2 of 2

Narrative
'C&J Finishers' will utilize existing barns with slotted floors over flushing pits to collect manure.
Upon flushing, Barns #1-6 will gravity flow waste through 12" pipes to an influent lift Station (ILS). The
influent lift Station will utilize two 20 hp GEA pumps, with a typical flow of approx. 980 gpm (1 pump)
through an 8" HDPE (DR 17) forcemain into the anaerobic digester.
Upon flushing, Barns #7-8 will gravity flow waste through existing pipes to the digester (i.e. existing
'Lagoon #3' to be covered).
After treatment in the anaerobic digester (348,678 cubic feet of total volume, 278,198 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 #2'. The transfer pump will pump from
the existing 'Lagoon #2' to the existing 'Lagoon 1' using a 10 hp GEA pump, with a typical flow of approx.
530 gpm through a 6" HDPE (DR 17) forcemain in order to balance the lagoons as needed.

FLOOD HAZARD INFORMATION NOTES TO USERS SCALE
D—ME-0 ARE AB. AVAUBLE ND—F.—
_pjjFRjSN_oVjFRjS
A=
..mare..
.
PANEL LOCATOR
E
tp NORTH CAROUNA
.—M44
I I MA
2,L7.— �D
O
LL
7z—
o
m
m

now5ign tnvelope lo: 55972900-1346 (30-H -SUCBME4EUC
ROY COOPER
- 'f.OVFms
-LIZABETH S. BISER
Set,� 0
RICHARD E, ROGERS, IR. NORTH CAROLINA
Din~ Ellraonalmaorrbrwir
James Douglas Blackmore
C&J Finishers
PO Box 776
Warsaw, NC 28398
July 8, 2022
Subject: Certificate of Coverage No. AWS310246
C&J Finishers
Swine Waste Collection, Treatment,
Storage and Application System
Duplin County
Dear James Douglas Blackmore:
In accordance with your change of ownership request, we are hereby forwarding to you this Certificate of
Coverage (COC) issued to James Douglas Blackmore, authorizing the operation of the subject animal waste
management system in accordance with General Permit AWGI00000. Please read this COC and the
enclosed State General Permit carefully.
This approval shall consist of the operation of this system including, but not limited to, the management
and land application of animal waste as specified in the facility's Certified Animal Waste Management Plan
(CAWMP) for C&1 Finishers, located in Duplin County, with a swine animal capacity of no greater than
the following annual averages:
Wean to Finish: Feeder to Finish: 5,760 Bow/Stud:
Wean to Feeder: Farrow to Wean: Gilts:
Farrow to Finish: Farrow to Feeder: Other:
If this is a Farrow to Wean or Farrow to Feeder operation, there may be one boar for each 15 sows. Where
bows we unnecessary, they may be replaced by an equivalent number of sows. Any of the sows may be
replaced by gilts at a rate of 4 gilts for every 3 sows.
This COC shall be effective from the date of issue until September 30, 2024 and shall hereby void
Certificate of Coverage Number AWS310246 that was previously issued to this facility. Pursuant to this
COC, you we authorized and required to operate the system in conformity with the conditions and
limitations as specified in the General Permit, the facility's CAWMP, and this COC. An adequate system
for collecting and maintaining the required monitoring data and operational information must be established
for this facility. Any increase in waste production greater than the certified design capacity or increase in
number of animals authorized by this COC (as provided above) will require a modification to the CAWMP
and this COC and must be completed prior to actual increase in either wastewater flow or number of animals.
You we encouraged to update Your Swine Odor Control Checklist using the enclosed form If you do so,
you must send a copy of the updated form to the Animal Feeding Operations Program at the address below.
nh Cu.I,wnmv ..r[nrimnmevleleuvI, I Uini on urwuae Rewurcu
�I: NorIM1 Sai,M1ury SVeel IfiJfi MaU Se,va Cetus nvinylL Nvtlh Cvmlina3]6Y4-1f36

r.
1 L!;
Operator%RONNIE EZZELL County% DUPLIN Date% 12/05/91
Distance to nearest residence (other than owner)% 1000.0 feet
1. STEADY STATE LIVE WEIGHT
0 sows (farrow to finish) x 1417 lbe. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 The
2880 head (finishing only) x 135 lbe. 3888DO lbe
O eowe (farrow to wean) x 433 lbs. = 0 The
0 head (wean to feeder) x 30 lbs. = 0 The
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 386800 lba
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume - 388800 lbs. SSLW x Treatment VOlume(CF)/lb. SSLW
Treatment Volume(CF)/Lb. SSLW- 1 CF/1b. SSLW
Volume = 388800 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume 0.0 cubic feet ; "owner requests no sludge storage.
Sludge will be removed as needed."
4. TOTAL DESIGN VOLUME \\,,e�
�J
Inside top length 350.0 feat 7 Inside top width 210.0 feet
Top of dike at elevation /03.4'5 le2-79' feet
'Freeboard 1.0 feet ; Side elopes 2.5 % 1 (Inside lagoon)
Total design lagoon liquid level at elevation kOTT feet 643
Bottom of lagoon elevation91,5391-9 feetL�l 101-qd
Seasonal high water table elevation 95.7 feet
Total design volume using priemoidal formula
SS/ENDS SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
2.5 2.5 2.5 2.5 345.0 205.0 10.0
AREA OF TOP
LENGTH * WIDTH =
345.0 205.0 70725.0 (AREA OF TOP)
AREA OF BOTTOM
LENGTH - WIDTH
295.0 155.0 45725.0 (AREA OF BOTTOM)
C00101150795

S. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
350.0 210.0 73500.0 aquare feet
Buildings (roof and lot water)
Length * Width -
0.0 0.0 0.0 square feet
TOTAL DA 73500.0 square fast
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 388800 Lbs. SSLW * OF of Waste/Lb./Day * 180 days
Volume - 94947 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in SA.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume - 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall 7.0 inches
Volume a 7.0 in * DA / 12 inches per foot
Volume a 42875.0 cubic feet
C001013.50796

5D. Volume of 25 year - 24 hour storm
Volume - 7.0 inches / 12 inches per foot ^ DA
Volume = 42875.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 94947 cubic feet
5B. 0 cubic feet
5C. 42875 cubic feet
5D. 42875 cubic feet
TOTAL 180697 cubic feet
6. SUMMARY
Total required volume 569497 cubic feet
Total design volume avail. 578083 cubic feet
Min. rag. treattgnt volume plus sludge accumulation 388800 cubic feet
At elev.cl`3'"Q*9 * feet I Volume Is 390018 cubic feet (end pumping)
Total design volume lase 25yr-24hr storm is 535208 cubic feet
J3
At elev .l00 feet ; Volume is 529247 cubic feet (start pumping)
Seasonal high water table elevation 95.7 feet
7. DESIGNED SY�� APPROVED BY,
DATE, f1--'-'-'a� DATE:
NOTE, SEE ATTACHED WASTE UTILIZATION PLAN
COO1.01150791

D
191b,;)f'r
Opera'cer+Ronnie
E=cll
County:
Duplin
Distance
to nearest rovidecce
(other
tbsn oerer)t
_. AVERF.GE
LIV£ !'IE.T.C.HT
(ALP!)
0
so -vs (farm-
to finish)
..
1417
.lbe.
0
smra (farro•a
to feeder)
>:
522
lbs.
14.9
Seed (iinishig
only)
x
1.35
17s.
0
se-s (farrow
to wean)
..
433
lbs.
0
head. (wean to
feeder)
x
30
lbs.
Doc:rribe other
�) -1�y
-ct If
9 feet
0 lbs
0 lbs
194400 lbs
0 the
0 1.bs
0 lbs
To', -al Average Live 4:eight 194400 The
2� MINIMUM REOUIRED TREATHEP:T VOLUME OF LAGOOP
Volume = 194400 lbs. isLW Y. Treatment VolomelCF)/U). ALW
Treatment Volume(CF)/Ib. ALW = 1 CF/lb. ALW
Volume = 194400 cubic feet
3. STORAGE VOb K2 FOR SLUDGE ACCUMULATION
Volume = 0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 212,5
Inside iwp vidtl' (feet)--------------------- 215.5
Top of dike elevation (fec L)----------------- 50.7
Bottom of lagoon elevation (fee-4)------------ 46.6
Freeboard (feet)----------------------------- 1.0
Side slopsc (inside lagoon)------------------ 3.0 ).
Total design volume using prismoidal formula
SS/E;'D1. SS/E3!D2 SS/SIDE1 SS/SIDF-2 LENGTH WIDTH DEPTH
3.0 3. 0 3. a. 310 205.5 208.5 9.1
AREA OF TOP
LENGTH , WIDTH =
205.5 208.5
43055. 25 (AREA
OF TOP)
AREA OF BOTTOM
LENGTH - WIDTH =
151.9 153.9
23377.41 (AREA
OF BOTTOM)
AREA OF MIDSECTIO'l
LENGTH = P!IDTH c e
179.2 181.2
129884. 16 (AREA
OF MIDSECTIO11 *:
4)
CU. FT. • [AREA TOP
+ it -,AREA NIDS5CTION) +
AREA BOTTOM]
DEPTH/6
43055.3
129884.2
23377.4
1.5
Total Designed Volume
Available =297747.18 CU. FT.
L

5. TEhPORARY STORAGE ff-MfIRE➢
Lin
DRAI"BGR AREA:
Lagoon (top of dikr)
Length - Width
212.5 214.5 4S5&1.3 square fee'
Buildings (roof and lot.auter)
0.0 square feet Describe '_ids area.
TOTAL DA 45581.3 square feet
Design temporary starege period to be i80 days.
5A.
Volume of xaste produced
Feces b urine production in gaL /day per 135 lb. ALN 1.37
Volume = )SP"!ra lb&. AL°V135 ibs ALP! ^ 1.37 gal/d-ay IM
days
Volume = 3551r14 gals. or 47473.3 cubic feet
5B,
Volume of aach water
Tbis is the amarnt of fresh rater used fur -ashing £loore or volume
of fresh `later used for a flush system or c-xceee water. F1vsh r,y—temm
that recirculate 'die lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day • la0 days storage/7,46
gallons
per OF
Volrme 0.0 cubic feet
SC.
Volume of rainfall in excess of evaporation
Use period of time when rainfall exceedo evaporation by largest
amount.
IN days e::cess rainfall = 7.0 inchrc
Volume = 7.0 inches - DA / 12 inches per foot
"olume = 26389,1 cubic fe+ t
5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot ^ DA
Volume = 28488.3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
`- 511. 47474 cubic .fec2
SB. W cubic feet
5C. 265.39 cubic fee'.
5D. 28AW cubic :fe.t

f .
5Uii b r',RY
Tempar sry storage period=====___ _'.:'_`_">
1G5
{,aye
l�
..cim`all in e>:cess of evaporation====>______>
7.0
inches
25 yera - 2,1 hour saini.ell====__________-'='>
7.5
inches
p•,eeboard==>==_===__=_==_:_====_-=-.: __: :_-__>
1.0
feet
Side s;.apes=====_______—____-_—___„__:__._>
3.0
! 1
Inside top length=====______°°.__°'°'____°'__>
212.5
feet
Inside top width-====--°_::°____°_—_" `_'°`>
214.5
feet
TIP of dike elevet.i.In====_____'=___=___"=_'>
50.7
feet
Bottom of lagoon elevaCi mi==-==_______°_°__'>
40.6
feet
Total required
29S951
Cu. ft,
Actual design volume=====_ '__ °_`__°"'="`>247747. 18
ou. ft.
Seasonal high vatertablc elevation (SHWT)===>
4G.0
feet
Stop pumping
47.1
feet
Must be > or = t.o the SB}11' elev.====___=__>
46.0
feet
11cst he > or = to min. req. treatment el.->
4G.0
feet
Required minimum treatment19V%rj
cu. ft.
Volume at stop pumping
1.95853
cu. It,
start Pumping clev.====___,__:::,-_—_:: :: -. ___.
49.0
feet
dust be at _,,ttom oe :Fraebosrd S 25 yr. rain4_ll
;,ctual volume lees 25 yr - 24 hr ralnfall===>
219259
cu. R.
\blumc at stm-rt pum'pinq e;.c vnt ion======__=_=>
2GS214
cu. ft.
Required velumc to Ue Pumpc-d=====°___"°'°`_>
740G3
cu. f't
Actual vol.vmc to be pumped=====___°__'°_°°_'>
72367.
cu. Tt.
gin. thicanLLeze of soil liner ^hen required='>
1.5
.feet
7.
DELVED BY:/Tc�FLSpwk- (d-#) ArPRO72D SY:
DATE: I�".�.- 7q- D}.TE:
FOT'cr. SEE ATTACKED WASTE ❑TIMAT101; PLAN

.y1
Operator:RONNIE EZZELL County: DUPLIN Date: O5/24/94 x�n
Distance to nearest residence (other than owner): 1500.O feet 400
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 Bows (farrow to feeder) x 522 lbs. = 0 lbs
1440 head (finishing only) x 135 lbs. = 194400 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
Describe other : 0
Total Average Live Weight = 194400 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 194400 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 194400 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION Re, VOLUME 'ZgyQC.Vp6y� �T
Volume = 0.0 cubic feet m ylNeR$ R EdSoeE '
4. TOTAL DESIGNED VOLUME
inside top length (feet)--------------------- 210.0
Inside top width (feet)---------------------- 210.0
Top of dike elevation (feet)----------------- 51.6
Bottom of lagoon elevation (feet)------------ 40.6
Freeboard(feet)-------------------'-"------ 1.0
Side slopes (inside lagoon)------------------ 3.0 1
Total design volume using prismoidal formula
'SS/ENDI SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 204.0 204.0 10.0
AREA OF TOP
LENGTH * WIDTH =
204.0 204.0 41616 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
144.0 144-0 20736 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
174.0 174.0 121104 (AREA OF MIDSECTION * 4)
CU. FT. = AAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMU * DEPTH/6
41616.0 121104.0 20736.0 1.
Total Designed Volume Available = 305760 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
216.0 210.0 44100.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 44100.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 194400 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 355104 gals. or 47473.8 cubic feet
5B. Volume of wash water
�. This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculat
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount
180 days excess rainfall 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 25725.0 cubic feet

L
5D. Volume of 25 year - 24 hour storm
volume = 7.5 inches / 12 inches per foot * DA
Volume = 27562.5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
47474
cubic
feet
5B.
0
cubic
feet
5C.
25725
cubic
feet
5D.
27563
cubic
feet
TOTAL 100761 cubic feet
6. SUMMARY
Temporary storage period=====__=============> 180 days
Rainfall in excess Of evaporation=== ===__=> 7.0 inches
25 year - 24 hour rainfall===_ __> 1.0 feetes
> 3.0 : 1
Sides 210.0 feet
Inside top length=====____�_ ______> 210.0 feet
Inside top width=====_______—______________> 10.0 feet
Top of dike elevation=�=======-========---
Bottom of lagoon elevation=========-> 2940.6 feetft.
�. Total required volume===== 305760 CU. ft.
Actual design volume===
Seasonal high watertable elevation (SHWT)===> 46.0 feet
Stop pumping elev.====________�______—____> 47.9 feet
Must be > or = to the SHWT elev.==========> 46.0 feet
Must be > or = to min. rag. treatment el.=> 46.6 feet
Required minimum treatment volume===========> 194400 cu. ft.
Volume at stop pumping elevation_=== __=____> 49 9 feet
Start pumping elev.====__----__-__--
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 278198 CU. ft.
volume at start pumping elevation=======___> 275231 cu. ft.
Required volume to be pumped=====---===---==> 73199 cu. ft.
Actual volume planned to be pumped====�===_> 73500 cu. ft.
Min. thickness of so'�a'i/,
l liner when required..,!===> 1.6 feet
7. DESIGNED BY: dj-`� a-1 , .e-APPROVED BY: In, f. Su�, F->L
DATE: S12-71g4 A- DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAT
COMMENTS: BEFORE BEGINNING EXCAVATION SCS DOES NOT CERTIFY THAT
LANDOWNER IS ADVISED TO EXCAVATTON AND FILL
CONTACT ULOCO TO ASSURE THAT VOLUMES ARE CORRECT
UNDERGROUND UTILITIES ARE NOT
/y/�A
q/��- DESTROYED 1-800-632-4949
\. I h CAA A fAg C-1 2& i&r ✓4L,- (.itj 0h1.a O. 6v n cQo"a t Lo
�8"C.�' to-+.�' !�f•.1'. ��' o' �.--�-Q-6..P,nOreP � 64 @..tee/ Ica �iR'.p�""�°'S^A°'
� /
rrn Ql /I.INe. f'v 4�&d IL-

} G
.4� F
ANIMAL?YASTE MANAGE�_NT PJ:N CERTIFICATION . MsTING FEEDLOTS
Please return the completed form to the Division of Environmental Management at the address on the
-verse side of this form.
Name of farm (Please Print): a nn'r. Fz, PI1 /-6 (Fa, _v A 2.46) )rSee 1%,a --
Mailing Address: µgo S,. k f....,II, !61
W.,,wi hr. 2r,?gp Phone No.: County (of arm): /7,p/;,,
arm location: Latitude and Longitude: Z £? _gam 29 ! le' (required). Also, please attach a
copy of a county road map with location identified.
Type of operation (swine, layer, dairy, etc.) : Sw/nr.
Design capacity (number of animals) : 4 ?2 0
Average size of operation (12 month population avg.): 4.320
Average acreage needed for land application of waste (acres) : ?2. o *W
Technical Specialist Certification
As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant
to 15A NCAC 6F .0005,- I certify that the existing animal waste management system for the farm named
above has an animal waste management plan that meets the operation and maintenance standards and
specifications of the Division of Environmental Management and the USDA - Soil Conservation Service
and/or the North Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 2H.0217 and
15A NCAC 6F .0001 - .0005. The following elements and their corresponding minimum criteria have been
verified by me or other designated technical specialists and are included in the plan as applicable: minimum
separations (buffers); adequate quantity and amount of land for waste utilization (or use of third party);
access or ownership of proper waste application equipment; schedule for timing of applications; application
rates; loading rates; and the control of the discharge of pollutants from stornwater runoff events less severe
than the 25 - year, 24 - hour storm.
—�Nhen check' BILLY W. HOUSTON itious/exceptions.
Name of Technical Specia DUPLIN S & W CONSER. DIST.
Affiliation (Agency): PO BOX 277 KENANSVILLE NC
Address (Aeencv): TELEPHONE [phone] phnne Nn o ,.,
Owner/Manager Agreement
I (we) understand the operation and maintenance procedures established in the approved animal waste
management plan for the farm named above and will implement these procedures. I (we) know that any
expansion to the existing design capacity of the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the Division of Environmental Management
before the new animals are stocked. I (we) also understand that there must be no discharge of animal waste
from this system to surface waters of the state either directly through a man-made conveyance or through
runoff from a storm event less severe that the 25-year, 24-hour storm. The approved plan will be filed at the
farm and at the office of the local Soil and Water Conservation District.
Name of Lagd Owner
of Manageq if di t rom owner
No,_ , change in land ownership requires notification or a new certification (if the approved plan is changed) within 60 days of a title Liens for.
DEM USE ONLY:

A.`:'I A WASTE HI.NAG� PLAN CERTIFICATION FOR NEW OR =ANDED FEEDLOTS
Pleases ret. th. 0 leted fora to the Dlvielon g£ ffivirotaental Nanagaaact at
the adds .. on, th. rvvera. aide of tbia f.=.
`-Name of farm (Please
Address:
E...._ / Phone No.: ]ID-1ga-968+
Co
y'o /�.vl n
Farm location: Latitude and Longitude_ -a S O�y_ /l fq' I' (required) Also,
please attach a copy of a county road map with location identified.
Type of operation (swine, layer, dairy, etc.):JN Y_
Design capacity (number of animals): /`tY0
Average size of Operation (12 month population avg.)• 1
Average acreage needed for land application of waste (acres): .O
Tec'i--ical Spacialiat Cartificatioa` .......... .....���__-....a...._--.....
As a technical specialist designated by the North Carolina Soil and water
Conservation Commission pursuant to 15A NCAC 6F .0005, I certify that the new or
expanded animal waste management system as installed for the farm named above
has an animal waste management plan that meets the design, construction,
operation and maintenance standards and specifications of the Division cif
Environmental Management and the USDA -Soil Conservation Service and/or the North
Carolina Soil and water Conservation Commission pursuant to 15A NCAC 2H.0217 and
SSA NCAC 6F .0001-.0005. The following elements and their corresponding minimum
criteria -have -been Verified by me or other designated technical specialists and
are included in the plan as applicable: minimum separations (buffers); liners or
equivalent for lagoons or waste storage ponds; waste storage capacity; adequate
quantity and amount of land for waste utilization (or use of third party); access
or ownership of proper waste application equipment; schedule for timing of
applications; application rates; loading rates; and the control of the discharge
of pollutants from stormwater runoff events less severe than the 25-year, 24-hour
storm.,
ma of Technical Sp..ialiat (Please Print):Atd—gel filiation:
Address (Agency): �1 .I<Aj� Phone No. 110•L4 7Zf2./
Signature:LJt? .J✓a, i Date:ll'�` g`{
Owaar/Yaaager .......... v........
AIIraemeat.................... p e..
I (we) understand the operation and maintenance procedures established in the
approved animal waste management plan for the farm named above and will implement
these procedures. I (we) know that any additional expansion to the existing
design capacity of the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the Division of
Environmental Management before the new animals are stocked. I (we) also
understand that there must be no discharge of animal waste from this system to
surface waters of the state either through a man -mace conveyance or through
runoff from a storm event less severe than the 25-year, 24-hour storm. The
approved plan will be filed at the farm and at the office of the local Soil and
Water Conservation District.
Name of Land Owger (Please Print): Ronal/ pll
Signature:'11
� Date:_
Name of M O.gar, if different from owner (Please print):
Signature: Date:
!:ote: A change in land ownership requires notification or a new certification
(if the approved plan is changed) to be submitted to the Division of
Environmental Management within 60 days of a title transfer.
DEN USE ONLy:ACNEW#

V
O.S. DEPARTMENT OF AGRICULTURE
NATURAL RESOURCES CONSERVATION SERVICE
Map
eymLol
SOIL MRP ABOARD
Ronald T. Resell - assail, Ronald T.
Soil ease
AUE Autryville loamy fine sand, 0 to 6 percent slopes
FOA For<eton leas, fine vend, 0 to 2 percent slopes
MkA Msckelee Item, O to 1 percent Slopes, frequently flooded
No. INorfolk loamy send, 0 to 2 percent slopes
PAGE 1 OF 1
OS/24/96

\ I State of North Carolin'-v
Department of Environment, Health and Natural Resources
Division of Water Quality
Non -Discharge Permit Application Form / Survey
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
General Permit - Liquid Animal Waste Operations
The following questions have been completed utilizing information on file with the
Division. Please review the information for completeness and make any corrections
which are appropriate. If a question has not been completed by the Division, please
complete as best as possible. Do not leave any question unanswered.
Application Date: _T6 Jjig
I. REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required items by signing you initials in the space provided next m each
item.
Applicants Initials
1. One completed and signed original and one copy of the application for General Permit - Animal
Waste Operations;
2. Two copies of a general location map indicating the location of the animal waste facilities and
p �.
I
field locations where animal waste is disposed;
3. Two copies of the Certified Animal Waste Management Plan (CAWMP). If the facility does
not have a CAWMP, one must be completed prior to submittal of a general permit application
q
for animal waste operations.
II. GENERAL INFORMATION:
1. Farms name: Ronald Euell Farm Bi-6- 1 —8'
2. Print Land Owner's nar e: Ronald Ezzell
3. Land Owner's Mailing address: 4705-eMTA'rik& 470 S +h CoreallS Pol
City: Warsaw NC Zip: 28399
Telephone Number: 293-7682
_
4. County where farm is located: Dunf
5. Farm notation (Directions from nearest major highway. Please include SR numbers for state roads.
Please include a copy
of a county road map with the location of the farm identified): 4 miles W. fro Warsaw tat Rd 91108
6. Print Farm Manager's name (if different from Land Owner):
7. Lessee's / Integrator's name (if applicable; please circle which type is listed): ll'
FORM: AWO-G-E 2/26/97 Pager of 3

OPERATION INFORMATION:
r. Fans No.: 31-246
2. Operation Description: Swine operation
Feeder to Finish
S7 0 d94D-- Certified Design Capacity
Is the above information correct? 0 yes; Q no. If no, correct below using the design capacity of the facility
Tyne of Swine No. of Animals 'type of Poultry No. of Animals Typc of Cattle No. of Animals
0 Wean to Feeder 0 Layer 0 Dairy
0 Feeder to Finish 0 Non -Layer 0 Beef
0 Faamw to Wean (# sow) 0 Turkey
0 Farrow to Feeder (# sow)
0 Famw to Finish (# sow)
Other Type of Livestock on the farpr: No. of Animals:
3. Acreage cleared and available for application: 22; yRequired Acreage (as listed in the CAWMP): �02 L2
4. Number of Lagoons: 3_;Total Capacity: I)^r J9(i Cubic Feet(ft3)
Number of Storage Ponds: ; Total Capacity: Cubic Feet (B3)
5. Is animal waste being applied on any field which has subsurface drains? YES or NO (please circle one)
6. Are subsurface drains present in the vicinity of or under the lagoon? YES or NO (please circle one)
IV. APPLICANT'S CERTIFICATION:
`--^ Ro^a U 11 (Land Owners time listed in question 1I.2), attest that
this application for LAW Fy7 e) l Qc,, ) _P (Farm time listed in question 111)
has been reviewed by me and is accurate and complete 10 the best of my knowledge. I understand that if all required pate of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be retained to me as incomplete.
Signature A 4'.-A2� z f'400z9 Date �i' J I bg O
V . MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
I• (Managers name listed in question 1I.6), attest that this
application for (Farm time listed in question 11.1)
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
Daze
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FORM: AWO-G-E 2/26/97 Page 2 of 3—

NONTECHNICAL SOILS DESCRIPTION A&IORT
Ronald T. Eaaell - Euell, Ronald T.
yap Soil game and description
symbol
AOB Autryville loamy fine sand, 0 to 6 percent slope¢
These nearly level to gently eloping, very deepwell
drained soil. a uplands. They formed in to y
marine sediments. The surface and mud urface lay :rs are
sandy and range from 20 to 40 inches thick. The subsoil
is loamy. Permeability is moderately rapid and
shrink -swell potential fe law. Seasonal high water
table I. within a depth of 1.0 to 5.0 feet.
FrA Poreeton loamy fine sand, 0 to 2 percent eloped
These nearly level, very deep, moderately well drained
sail. are on uplands. They formed i sandy and loamy
marine sediment.. They have a sandy surface layer and a
loamy subsoil, permeability is moderately rapid and
ahriNc-swell potential is low. Seasonal high water
table is within a depth of 2.0 to 3.5 feet.
MkA M ckelee loam, 0 to 1 parrent elope., frequentl, flooded
These nearly level, very deep, poorly drained soils are
n flood plains. They farmed in loamy and sandy
alluvial sediments. They have a loamy surface layer.
The underlying materials are loamy or sandy.
permeability is moderate and shrink -swell potential is
law. Seasonal high water table Se within a depth of 1.0
foot. These soils are subject to frequent flooding -
Sod, Norfolk loamy send, 0 to 2 percent slope.
These nearly level, very deep, well drained soil. are
on uplands. They formed in loamy marine sediments. They
have a sandy Surface layer and a loamy Subsoil.
permeability Se moderate and shrink --well porn al 1.
law. Seasonal high water table is Is, ow 4.0 f.

U.S. ORPART!ffiiT OF AGRICULTURE
NATURAL RRSOORCRS CONSERVATION SERVICE
K`enanevi lie
c11anto earell, Ronald T.
Assisted By: RILLY RQUSMS
CONSERVATION PLAN
Ronald T. Basall
LAND UNITS I PLANNED I APPLIED I
71822 Ila
Is
la
71822 Ila
Ila
I1n
I
Page 1 of 2
05/24/96
[phone]
-I
FIELD I AMOON'P I MOM[ YEAR AMONiT
-I
I DATE I
FI.ASOUD CONSERVATION TABATMENT
-----------------------------------------------------------------------------------------------------------------
BLTU
Implement a waste management system to properly store, treat
and dispose of animal waste. Apply waste to growing orops or
within 30 days of planting a crop. Apply at rates
recossantled by a soil test report and waste amlysis.
3.Oeo
04
1993 3.Oee
108/02/19 921
CRITICAL AREA PLAMFIBO
2. Oael
06
11933 2.Dao
I05/24/1996I
Seed all haze areas around lagoon and houses to permanent
1.Oacj
09
11994 I S.OacI05/24/1996I
grass
'.0.1
02
1 1992 1 I.D.
100/02/19921
NAETB TRBAT6ffiMl LAGOON
1.0.1
06
11993 I 1.0.105/24/1996I
cona[ruc[ animal waste treatment lagoon for the biological
1.0=1
09
11914 I 1.0.I05/24/1996I
treatment of animal waste. CmuCruct aot.rding to SCS
I I
I I
standards and specification.

\"
`'
U.S. DEPARTMENT OF AGRICOLTDR6
Page 2 of 2
NATMU, RESOURCES CONSERVATION SERVICE
05/24/96
Nenaneville
OIO)1 96-2121
CONSERVATION
PLAN
Client: Ewell,
Ronald T.
Ronald T. Ezzell
Assisted Ey: SILLY
HOUSTON
LAND @NITS I
PLANNNO
APPLIED
_ _ _ _I
TRACT I FIELD
AM1'UNT
_
I
NONTNI
.I
YEAR
__. .I
NFJUN£ I DATE I
PLANNED CONSERVATION TREAT!ffiMf
------------------------------------------------------------------------------------------------------------------------------------
I
I
I I
CROP
71822 11, 3, 5, 2,1
58.9mi
I
I
1 1
14 1
1
1
1
1 1
71822 11
14.9ac1
1
1
06 1
1
1993 1
1
14.9ac105/24/19961
CONSERVATION CROP ROTATION
13
12.1ac1
06 1
1993 1
1.. lac l05/.4/ 19961
..1abliah a conservation cropping "are. of continuous corn.
15 1
51.3ac1
06 11993
51.3ac105/24/19961
71922 12 1
1.6ac1
I
I
06 1
I
1993 1
1 1
1.6ac105/24/19961
CONSERVATION CROP ROTATION
14 1
9.6-1
e6 1
1993 1
9.6ac105/24/1996I
Fellow a continuous cropping system of cowentionally planted
:ow crap..
71823 11
14.9ecl
OB 1
1992
COVER AND GREEN 6WNORE CROY
12
1.6ac1
08
1992
Seed a winter coven crop of Small gain, legume., at other
13
12.lac1
08
1992
greases immediately after crop harvest of low residue
14
9.6ac1
06 1
1992 1
producing crops Such as toEecco, corn silage, awaet
15 1
51.3ac1
08 1
1392 1
petatcea, etc. Leave the cover crap on the land until 30
days before succeeding crap is planted.
T 11
11.Dacl
09 1
1993 1
II.OaCIDS/24/19961
WASTE OTILIZATION
13 1
30.2ac1
04 1
1993
10.2ac105/24/19961
Utilize $wine waste by pumping lagoon effluent on cropland or
5I
46.3ae1
04 1
1393
46.3ac105/24/19961
grassland. Waste should he analyzed for nutient Content and
fields Should be soil tested. waste Should be applied at a
1
1 1
rate determined by the waste analysis and the sail teat.
I I
I
I
I
I I
RAY
71822 17 1
17.
One
1
71032 17 1
17.Oec
04 1
1995 1
17.OaCIDS/24/19961
PASTURE AND HAY PLANTING
1 1
1
1
1
Disk and prepare firm seed bad, lime and fertilize according
1 1
1
1
1
1 1
to a Soil teat and .prig with coaetal bezmuda at the rate of
1 1
1
1
1
1 1
10 to 12 bushels per acre if set in rows or 25 bushels per
acre if broadcast.
71822 17 1
27.0..1
06 1
1995 1
Pasture and hayland management
1
1
Me hayland at proper cutting height and time for the hay
species. maintain hayland in good c with seed mixture
1 1
1
1
1
which ..its drainage limitations of the Boil. Lime and
1
1
fertilize by soil teat.
71833 17 1
39.5ac
1
1
04 1
1995
14.Sec 05/24/1996
WASTE UTILISATION
1
Utilize swine waste by pumping lagoon effluent on cropland o
1
1
9r... land. .are should be analyzed for Patient content and
I
fields should be soil tested. Waste Should bs applied at a
1
rate determined by the .are .naly.i. and the Soil test.

WASTE UTILIZATION PLAN
Goldsboro Hog Farms, Inc.
Tuesday, June 21, 2022 Updated: 6/21/2022
Producer:
James Douglass Blackmore
Farm Name:
C a J Finishers
P.O. Box T 6
Warsaw,NC 28398
Telephone # :
(gm) 249-200e
Type of Operation :
Feeder to Finish swine
Number of Animals:
5760 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 ensure that it is applied in 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 avaialable 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 dovhtwind 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 based 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 same.
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
2H.0217 adopted by the Environmental Management Commission.
Page 1

AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
5760 hogs X 1.9 tons wastelhogs/year = 10944 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
5760 hogs X 2.3 IDS PAN/hogs/year = 13248 PANlyear
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 following acreage will be needed for waste application based on the crop to be grown,
soil type and suface application.
TABLE 1
: ACRES OWNED BY PRODUCER
TRACT
FIELD
SOIL TYPE SCLASS-
CROP
YIELD LSSAW COMM
ACRES
LSS AW
APPLIC.
DETERMINING PHASE
CODE
N/ACRE N/ACRE
USED
TIME
71822
1
FORESTON ALL
C
174
135.72
0 5.28,
717
MARJUN
71822
1
FORESTON ALL
W
100
114
0 5.28
602
SEP-APR
71822
-
1
FORESTON ALL
Se
34
132.94
0 5.28
702
APR-SEP 15
71822
10
NORFOLK D-2%
C
168
131.04
0 6.23
815
MARJUN
71822
+
10
NORFOLK D-2%
W
105
12445
0 6.23.
778
SEP-APR
71822
10
NORFOLK 0.2%
SB
42
164.22
0 6.23!
1023
APRSEP 15
71822
11
NORFOLK 0-2%
C
168
131.04
0 5.58
731
MAR-JUN
71822
11
NORFOLK 04%
W
105
124,95
0 5.58
697
SEP-APR
71822
11
NORFOLK 0-2%
SB
42
164,22
0 5.68
916
APR-SEP 15
71822
12
NORFOLK D-2%
C
168
131.04
0 6"d
IW
MAR-JUN
71822
12
NORFOLK D-2%
W
105
124,95
0 6.44
805
SEP-APR
71822
12
NORFOLK D-2%
SB
42
164.22
0 6.44
1058
APR-SEP 15
71822
13
NORFOLK 04%
C
168
131.04
0 441
578
MAR-JUN
71822
.
13
NORFOLK 0-2%
W
105
124A5
0 4.41
551
SEPAPR
71822
13
NORFOLK 0.2%
SB
42
164.22
0 441
724
APRSEP 15
71822
14
NORFOLK 04%
C
168
131.04
0 3.54
464
MARJUN
71S22
-
14
NORFOLK 0 22%
W
105
124,95
0 3.54
442
SEP-APR
71822
14
NORFOLK 0-2%
SB
42
164.22
0 354
581
APR-SEP 15
71822
15
NORFOLK 0-2%
C
168
131.04
0 4.04
529
MAR-JUN
71822
15
NORFOLK 0-2%
W
105
124.95
0 4.04
505
SEP-APR
71 B22
15
NORFOLK 0-2%
SB
42
164.22
0 4.04
663
APRSEP 15
71822
2
FORESTON ALL
C
174
135.72
0 464
630
MARJUN
71822
2
FORESTON ALL
W
100
114
0 4.64
529
SEP-APR
71822
.
2
FORESTON ALL
SB
34
132.6
0 4.64
615
APRSEP 15
71822
2A
FORESTON ALL
C
174
136-938
0 1.94
266
MAR-JUN
71822
2A
FORESTON ALL
W
100
114
0 1.94
221
SEP-MAR
71822
2A
FORESTON ALL
SB
34
132.94
0 1.94
258
APR-SEP 15
71822
3
NORFOLK 0-2%
C
168
131.04
0 0.63
83
MARJUN
71822
3
NORFOLK 04%
W
105
12495
0 0.63
79
SEP-APR
71822
3
NORFOLK 0-2%
SB
42
164.22
0 0.63
103
APRSEP 15
71822
4
NORFOLK 0-2%
C
168
131.04
0 4.63'.
607
MARJUN
71822
4
NORFOLK D-2%
W
105
124.95
0 4.63
579
SEP-APR
71822
-
4
NORFOLK 0-2%
Se
42
164.22
0 4.631
760
APR-SEP 15
71822
-
5
NORFOLK 0-2%
C
168
131.04
0 4.93
646
MAR-JUN
71822
5
NORFOLK 0-2%
W
IDS
124.95
0 4.93
616
SEP-APR
71822
5
NORFOLK 0.2%
SB
42
164.22
0 4.93
810
APR-SEP 15
71822
6
NORFOLK 0-2%
C
168
131.04
0 5.14
674
MARJUN
71822
6
NORFOLK 0-2%
W
105
124,95
0 5.14,
642
SEP-APR
71 a22
6
NORFOLK 0-2%
SB
42
164.22
0 5.14
844
APR-SEP 15
71822
7
NORFOLK 0-2%
C
168
131.04
0 4.29.
562
MAR-JUN
71822
7
NORFOLK 0-2%
W
105
124.95'
0 4.29
536
SEP-APR
Page 2

71822
T
NORFOLKO2%
SB
42
164.22
0
429
705
APR-SEP 15
71822
8
NORFOLK 0-2%
c
168
131.04
0
4.13,.
541
MARAUN
01822
8
NORFOLK 04%
W
105'
12495
0
4.13
516
SEP-APR
71S22
8
NORFOLK 0-2%
SB
42
164.22
0
4.13
678
APR-SEP 15
71822
9
NORFOLK 0-2%
C
168'.
131.04
0
4.17
546
MAR-JUN
71822
- 9
NORFOLK O2%
W
105
12495
0
4.17
521
SEP-APR
71822
9
NORFOLK P2%
SB
42
164.22
0
4.17
W5
APR-SEP 15
71822
9A
NORFOLK 0-2%
C
168
131.04
0
279.
366
MAR-JUN
71822
9A
NORFOLK 0-2%
W
105
124.95
0
2 79
349
SEP-APR
71822
- 9A
NORFOLK 0-2%
$a
42
164.22
0
279
458
APRSEP 15
71822
9B
NORFOLK O 2%
C
168
131.04
0
2 78'.
364
MAR-JUN
71822
98
NORFOLK 0-2%
W
105
124.95
0
2.78
347
SEP-APR
71822
9B
NORFOLK 0-2%
SB
42
164.22
0
2 78
457
APR-SEP 15
TOTALS:
15659.6
—Indicates that this field is being overseeded (i.e. interplanled) 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
requirments. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of NC to have a nutrient management plan that addresses all
nutrients. This plan only addresses Nitrogen.
Page 3

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. interplanted) 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
CROPCODE CROP
C CORN
SB SOYBEANS
W WHEAT
W WHEAT
UNITS
LBS N/UNIT
BUSHELS
125
BUSHELS
4
BUSHELS
24
Page 4

TOTALS FROM TABLES 1 AND 2
ACRES
LBS AW
N USED
TABLE 1 75.591�
15,660
TOTALS: 75.59
15.660
AMOUNT OF N PRODUCED:
13,2418
BALANCE -2.412
*•• 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 2131.2 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 stored in your structure be within 1.58 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(inlhr) AMT(Inchm)
71822 i' 14,•15.•3.V. •S •ti. a. NORFOLK(-2% W 0.50 •1
71822-i'14.'I5-•3,'4.'S. •u.•7 NORFOLK 0-2% Be 0.50 '1
71822 3.'11. 95, 9,v.•5,'6,'7. NORFOLK 0-2% C 0.50 '1
71822 'L 2. "-A FORESTON ALL w 0.50 '1
71822 '1,'1.2A FORESTON ALL Be 0.50 '1
71822 •L'?.'zA iFORESTON ALL c 0.50 'i
' 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 6

NARRATIVE OF OPERATION
This WUP was written to show the sale of farm from Ronald T. Eaell to C&J Finishers -
(James Douglass Blackmore) the month of June. All information was from the original WUP
written by Billy Houston 2/18109. Billy Houston used the Wetted Acres Footprint.This WUP is
�— written to include a green manure cover crop which may be planted following soybeans. If the
green manure crop Is planted a reduction from the corn crop in the amount of PAN apllied to
the green manure.The green manure will be 30lbs.
All information that I used was from the new NCSU Realistic Yields. All other information was
from the original WUP written by Billy Houston 2/18/09-
Page 6

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
t 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 properly dispose of waste, he shall provide NRCS with a copy
of a written agreement with a landowner who is within a reasonable proximity, allowing
himther the use of the land for waste application for the fife 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.
8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth.
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with
a high potential for leaching. Waste nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall
not be applied more than 30 days prior to planting of 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
Page 7

and from any perennial stream or river (other that an irrigation ditch or canal. Animal waste
other than swine waste from facilities sited on or after October 1, 1995), shall not be applied
closer than 25 feet to perennial waters. (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 structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks, and spills. A regular maintenance checklist should be
kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption, it should only be applied 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
Page 8

Agriculture regulations.
* Liquid Systems
341
Page 9

NAME OF FARM: C & J Finishers
OWNER / 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 and/or 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.
I (we) understand that I 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: James Douglass Blackmore
SIGNATURE; DATE:
NAME ANAGER (if different from owner):
please print
SIGNATURE:
NAME OF TECHNICAL SPECIALIST: Robert B. Mitchell Jr.
AFFILIATION: Private Technical Specialist
ADDRESS (AGENCY): 104 Adler Lane
Goldsboro, NC 27530
(919) Sr2 69496�
SIGNATURE: m
DATE: ! - 71- 2 Z
Page 10

�P-12 6.44ac F:
P 11 5.58ac
R-10 6.23ac'
d
yz..

U.S. DEPARTMENT OF AGRICULTURE �i r"'
SOIL CONYERV ATION SERVICE SCE • CRq l6 �
• r .Or
CONSERVATION PLAN MAP
Owner RoroW T' E1zF.I1 Operator t '1
County State Date 15'f�.u/91
Approximate acres is- Approximate scale I° _ 90
Cooperating with i)yO;n sod d- w }ram Conservation District
Y:H •�
Plan identification Photo number, it
Assisted by Ii;II,I iios. for USDA Soil Conservation Service

Landowner / Operator Name
Actress
Telephone
TABLE I - Field Specifications
WETTABLE ACRES
IRRIGATION SYSTEM DESIGN PARMATERS
and
COMPUTATIONAL WORKSHEET SUMMARY
Ronald Ezzell Farm 1.8(31246) COUNTY Duplin
470 South Carrolls Rd
Warsaw NC 28398 DATE 10/12/01
910-293-7682
Tract
Number
Hydrant
r
fiaid(1)
Numben
acres
start end
..hed
area
acres
middle
wetted
areaur
anes
slop and
webaC
aa
Approximate
Mavimun
Useable Siie
offieltl (2)
(anes)
Tabis
_
column
Langlh
of
pulls
infest
Width
of
pulls
in feel
Sed Type
Slope
(
Crop(s)
Maximun
Application
Raw(3)
in/hr)
Madmen
Application
per Initiation
cyde(3)
npchn�
71822
pl
0.63
4.65
0
5.28
EEBS
BC
880
230
Finest.
05
Conn,~LSoylbaph,
06
1
71822
P2
0.6
4.04
0
4.66
EE70
BC
am
200
Forerun
05
Cn..Wk.1,Soysen
0.5
1
71822
p2a
063
121
0
194
EE85
BC
248
230
Forest.
05
Com,Whaat,S
05
1
71822
p3
063
0
0
0631
EE85
BC
0
0
Witch,
0.5
C hwheat,sybotun
0.5
1
71822
us
063
4
0
463
EE85
B.0
758
no
Norfolk
05
CwnWMa4Soydeen
71822
p5
00
4.3
0
493
EEBS
B C
215
230
Norfolk
0,5
CmnM al,3a can
05
1
71822
p6
0.63
Call
0
514
EE85
9�C
855
230
Nmfoik
05
Corn,WhmI
0.5
1
71822
7
053
3.76
0
429
070
BC
819
200
Nodolk
0.5
Com.m.1,Soybean
OS
1
AB22
p8
0.53
36
0
4.13
E170
B-0
185
2W
Norfolk
05
Cmn,WheapS an
0.5
1
71822
p9
0.53
864
0
617
EI70
&C
]92
T00
Nodalk
05
Corn.WMal,SoyOean
05
1
1 seeafleched map.
2 Total field acreage minus required butter areas.
3 Roler to N C fmgation guidc, Had Olfica Technical Guide, Section If G. Annual apphcalion must not exceed the agronomic rates for the Boll and crop used.
Wettable Acre Computational Worksheet Completed by: Bill W Houston Date 30.12.01
J

Landowner / Operator Name
Adress
Telephone
TABLE 1 - Field Specifications
WETTABLE ACRES
IRRIGATION SYSTEM DESIGN PARMATERS
and
COMPUTATIONAL WORKSHEET SUMMARY
Ronald Ezzell Farm 1-B(31.246) COUNTY Duplin
470 South Carro)Is Rd
Warsaw. NC 28398 DATE 10/12/01
9102937682
Tract
Number
Hydrant
6e,dr(1)
Number
acresas
stirtend
walled
a
pinkie
ended
arm
as
stop end
wetted
area
Approximate
Madrimp
Useable Sire
of paid(2)
(acres)
Table
eolumn
length
of
WIts
in feat
Width
of
pulls
In het
Boar
Slope
Crop(-)
mumpun
Applimaon
Rate(3)
in/hr
Maxiumn
Applications
per Irrigation
crde(3)
ind,ez
71822
a
0.53
2.26
0
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408
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1 see attached map.
2 Totaf field aacage minus required buffer arms.
3 Raler to N.C. Irrigation guide, Feld OfficeTetlmiml Guide, Section II G. Annual apphm5on must not exceed! Me agronomic rates Mr the soil and asp used.
Wettable Acre Computational Worksheet Completed by: Bill W Houston Date 10.12 Ol
J J �

I .Rur DY" 100 SERIES BIG GUN® PERFORMANCE -U.S. UNITS
100 TAPER BORE NOZZLE 100T
loon-sPe9BY ei:e wn.m ordering
F Po
050. 0.55' 0.60.
0.65' 0.70' 0.75'
0.60' 0.85' 0.9W 1.e.
9309A50 9309-055 93W-060
9309-065 9309-070 9309475
93WA80 9309-085 93W-090 9309-100
PSI
I GPM curt
GPM owrt
GPM Dun
GPM curt
GPM Dort
GPM curt
GPM v..n
GPM
curt
GPM es R
GPM Dun.
40
47
191
57
202
66
213
78
222
91
230
103
240
118
250
134
256
152
262
50
50
205
64
215
74
225
87
235
IN
245
115
256
130
265
150
273
165
230
204
300
60
55
215
69
227
81
240
96
250
110
260
126
270
143
280
164
288
182
295
224
316
70
60
225
75
238
88
250
103
263
120
275
136
283
155
295
177
302
197
310
243
338
80
64
235
79
243
94
260
110
273
125
285
146
295
165
305
189
314
210
325
258
354
90
68
245
83
258
100
270
117
283
135
295
156
306
175
315
201
326
Y23
335
274
362
100
72
255
87
268
106
280
123
293
143
305
163
316
185
325
212
336
235
345
289
372
110
76
265
92
278
111
290
129
303
150
315
171
324
195
335
222
344
247
355
304
380
100 TAPER RING NOZZLE 100TR
COMPONENTS:
ledCop
T9257-; g
1001R = Body+ Ca + 1 T9 r Rin 9
745
>9956.001 M9257-ili N6J45
#99
SPe<if, ans wam endedng
Flow_
0.64' 0.68' 0.72'
0.76' 0.80'
0.84' 0.88' 0.9r 0.96'
925)A to 9e11.ntJ 9257.018
9257-019 9257-020
9257421 9257.022 9257A23 W57424
P51
GPM
mu rt.
GPM
own.
PMunj
GPMvon40
67
212
76
219
98
233
110
242
125
250
136
254
166
21550
75
224
85
231
110
250
123
258
139
266
152
271
185
28860
83
239
94
246
120
264
135
273
153
281
167
286
203
30370
89
249
101
259
g122278
130
277
146
286
165
295
180
300
219
32080
95
259
108
269
139
288
156
297
176
306
193
313
235
33690
101
268
115
278
147
299
166.
308
187
317
204
324
249
345100
107
278
121
288
155
308
175
318
197
327
216
334
262
355110
112
288
127
298
163
317
183
326
207
336
226
342
275
364
100 RING NOZZLE 100R
COMFONMIS5
Body Is.,
Cap
100R=Body+C9 St of 7 Rin
P +e0'
k99�,-5�-6q�.�(00�1—A6>30-iN
991gyiy7�/�873
Specify 7iu when ordering
Complete set of 7 rings only = #6847EEO
O
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0.71" 0.77'
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0.93'
0.96'
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6739-056
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40
66
me
78
212
91
215
103
224
118
235
134
238
152
262
50
74
220
88
225
100
230
115
240
129
250
150
255
167
260
60
81
235
96
240
110
245
125
260
141
270
16A
275
183
290
70
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245
104
250
Ila
260
135
275
152
790
177
295
198
300
80
94
255
111
265
127
275
745
285
163
300
189
305
211
315
90
99
265
117
275
134
285
154
295
173
310
201
315
224
325
100
105
270
124
280
142
295
162
305
182
320
212
325
236
335
110 110 275 130 290 149 305 170 315 191 325 222 335 248 345
].' M�4 tleV sfTve YeM timwti �tlw:M r: wXw va ^W 4Y�:i/siW b�. r Mvl4 �smdf�.seY�es� W+.IMr.(n
e+ne<T nd�...w+:av4q e.Y+vdY.vJ-n hf �M�n�
Reber, Irrigation(mpnt9Bm 84S Airport Rd. Wage Walk, WA 99362 USA Tel: 5W957660 he: 509.525.7907 E-moll: nelee®nelf9nkleas Web silo: wmrnehonini8a0an4"

Appendix 1- Lagoon Sludge Survey Form Revised August 2005
A. Farm permit or DWQ Identification Number 314218
B. Lagoon Identification _ C S J Finkshers- C&J-3
C. Ponsen(s) taking Measurements Anthony Garner
D. Date of Measurements 7118=22
E. Methods/Devices Used for Meesurement of:
a Distance from the lagoon liquid surface to the top of the sludge layer.
METERED-1-1/2 PVC & DISC
b. Distance from the lagoon liquid surface to the bottom (sail) of lagoon
METERD 1-112 PVC
c. Thickness of the sludge layer if making a direct measurement with "core sampler"
WA
F. Lagoon Surface Area (using dimensions at inside top of bank) 1.01 (acres)
(Draw sketch of lagoon on a seperaze sheet and list dimensions, and calculate surface area. The lagoon may
haw been different than designed, so measurements should be made.)
G. Estimate number of sampling points:
a. Less than 1.33 acre: Use 8 points
b. If more than 1.33 acre. 1.01 acres x 6 = 8 , with a maximum of 24.
(Using sketch and dimensions, develop a uniform "grid" that has number of intersection points the match most
closley with the estimated number ofsempling points needed. Number the grid inanition points on the lagoon
grid to co respond with the des to be recorded for points ofinemaremenl)
H. Conduct sludge survey and record data on "Sludge Survey Data Sheet" (Appendix 2). Also, at the location of
the pump intake, take measurement of distance from liquid surface to top of sludge layer and record It
on the Data Sheet (last row); this ..at he at least 2.5 fk when irrigating.
1. At time of sludge survey, also measure the distance from the Maximum Liquid Level .3'
to the Present Liquid Level (measure at the lagoon gage pole):
1. Determine distance from the top of the bank to the Maximum Liquid Level
IT
(use lagoon management plan or other lagoon records)
K. Determine distance from Maximum Liquid Level to Minimum Liquid Level: 2.0'
(Determine from Plan or other lagoon records)
L. Calculate distance from present liquid surface level to Minimum Liquid Level: 1.7'
(Item K - Item I, assuming present liquid level is below Maximum Liquid Level):
M. Record from sludge survey data sheet the distance from the present liquid surface level 8.8'
to the lagoon bottom (average for all measurement points):
N. Record from sludge survey data sheet the distance from the present liquid level surface level S.5'
to the top of the sludge layer (average for all the measurement points):
O. Retard from sludge survey data sheet the average thickness of the sludge layer: 3.5'
P. Calculate the thickness of the existing Liquid Treatment Zone (8em N minus Item L): 3.8'
Q, K O Is greater than Item P, proceed to the Worksheet for Sludge Volume and Treatment Volume.
NO Is equal to or leas than Item P, you do not have to determine volumes.
Completed by:) Robert B. Mitchell Date: 71IN2022
Print Name ai_nnwre

Appendix 2. Sludge Survey Data Sheet " Revised August 2008
Lagoon Identification:
Sludge Survey Data Sheet C & J Finisher - C&J-3
Completed by: Robert B. Mitchell Frp Date:
Pant Name SigLL�u �l e����•
(A) (B) (C) (C)-(B)
Grid
Point Distance from liquid surface Distance from liquid surface Thickness of sludge
No. in top of sludge to lagoon bottom (soil) layer
Ft. & inches Feet (tenths) Ft. & inches Feet (tenths) Ft. & inches Feet (tenths)
1 9T96" I— —07.5' 10'10' 10.8' 03'04" 03.3'
2 03'11' OB'W" 08.3' 05'0T 05.4'
3 02'11" 02.9' OB'03" 06.2' 06.U.. 05.3'
4 OTOB" 07-V WOW 08.5Tl
0" 01.0,
5 OT07" 07.6' OBY)T 06.60" 01.06 05'02' 052 0606" 06.54" 033'7 05'00" 05.0 O6'11"61"8 04'02" 04.2' OVOr 08.6504.4'
OS'O6" 05.8' OB'11"6" 03.5'
Average
At 3:0 3.0 3.0 3*0
pump
Intake
* All Grid Points and corresoondine sludge laver thickness must be shown on a
sketch
See Appendix 6 for the conversion from inches to tenths of feet.

Appendix 3. Sludge Volume WorkSheet
Revised August 2008
The average thickness of the sludge layer and the thickness ofine existing liquid (sludge -free) treatment
zone are determined from information on the Lagoon Sludge Survey Form (Items O and P. respectfully). In
this example- the avorm c sludge layer thickness is 2.5 ft. in the existing Treatment zone is 3.3 feet. Ifthe
lagoon has a designed sludge storage volume, see notes at the end of the worksheel The dimensions of the
lagoon as measured and the side slopes are needed for the calculations of the sludge volume and of total
treatment zone. Ifthe lagoon is a standard geometric shape, the volume and treatment volume ofthe sludge
in the lagoon can then be estimated by using standard equations. For approximate volumes of rectangular
lagoons with constant side slope, calculate length and width m midpoint of the layer and multiply by the
layer thickness to calculate the layer volume as shown in the example. lithe lagoon is an irregular shape,
convert the total surface sues to a square or rectangle shape. For exact volumes for lagoons with constant
side slope, the "Prismoidal Equations" may be used.
1. Average Sludge Layer Thickness (T)
2. Depth of lagoon from top of bank
to bottom soil surface (D)
3. Slope = horizontahvertical side slope (S)
4. Length at top inside bank (L)
5. Width at top inside bank (W )
6. Length on midpoint of sludge layer
Lot = L - 2 S(D-(T2))
7. Width at midpoint of sludge layer
Wm = W-2 S(D-(T/2))
8. Volume of sludge IV)
V=Lm Wm T
9. Volume in gallons
Vg=Vv7.5 gal./f s
10. Thickness of existing liquid ML Zone (Y)
11. Thickness of total treatment Zone (Z)
Z=T+Y
(Appendix 3 continued on next page)
Example Your Lagoon
2.5 ft. 035'
li R 10.0'
3.00eh
3.0%
457 ft.
229 ft.
210.0'
210A'
398.5 ft.
1605'
170.5 ft 1605'
169,860 ft. a 90,161 R. a
3.5 ft. 3.81L
6.0 ft. 73 R.

Appendix 3. WorkSheet for sludge volume and treatment volume (continued) Revised August 2008
12 Length at midpoint of Total Treatment Zone
Lz=L - 2(S) (D - (Z/2))
13. Width a midpoint of Total Treatment Zone
Wz= W -2(S) (o-(Z/2))
14. Volume of Total Treatment Zone (Vz)
Vz=Lz WzZ
409 ft. 1605 ft
181 ft. 1605 R
444,174 its 215,712 ft
15.Ratio(R) of Sludge Layer Volume to Total 0.38 .42(42%)
Treatment Volume
R=V fVz
If the re0o exceeds 0.50. men a Sludge Plan of Action may he required. Check with
DWO for Information on filling the Plan of Action.
Note: Ifthe lagoon has a designed sludge stomgc volume (DSSV), subnaot that volume from
both the volume of sludge (Vs) (Item 8) and from the volume of total treatment zone (Vz) (Item
14), and take the ratio:
R = (Vs - DSSV) / (Vz - DSSV)
Example: If DSSV = 85,000 @ , men R = (169.960 - 85,000) / (447, 174 - 85,000)
R = 84,860 / 362,174 = 0.23

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 IdIls, 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?
9. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
2. During normal business hours call your DWQ regional office; Phone #, After hour-11
emergency number- [phone]. Your phone call should include' your name, ftac"10'
number, telephone number, the details of the incident from Item 2 above, the exe
location of the facility, the location or direction of the movement of the spill, weather a
I
wind conditions. The corrective measures that have been under taken, and t
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 of the Sheriffs Department and explain your problem to
them and ask the person to contact the proper agencies for you.
a. Contractors Name. W'Wz Ur.0'0"'-s
b. Contractors Address: Ir �A- ) NC'
c. Contractors Phone: el It, 5112, 67 o5
6. Contact the tectnical specialist who certified the lagoon (MRCS, Consulting Engineer, etc.)
a. Name: Sm 34', &IJ- 600.1s
b. Phone: -tlb )43 �'4J4
7. Implement procedures as- advised by UVVQ and technk�al 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 Flush system is designed and operated sufficiently
to remove accumulated solids from gutters as
signed
RY Remove bridging of accumulated solids at
Lagoons and pits • Crusted solids aintain 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
o r 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 Design, operate, and maintain feed systems
(e.g., bunkers and troughs) to minimize the
ccumulation 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 0 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)
0 Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed
Animal holding areas • Accumulations of animal 0 Eliminate low areas that trap moisture along fences
wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal
0 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 0 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
0 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
Permit No.: ANISa/�dN�
D te: 6 /a (Z/23
INSTRUCTIONS FOR USE Owner Signature.
♦ Odor Control Checklist is required by General Statute 143-215.10C(e)(1)
♦ Check any/all the BMPs you will implement on this facility. Items checked/selected become a requirement 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 /Grade and landscape so water drains away
from facilities and prevent ponding
Maintain farm access roads and prevent traffic
in waste application area
❑ Other BMPs — please describe
MORTALITY MANAGEMENT
♦ Carcass ® 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.: Aw5316,pKf-
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
HOUSE / BARN — WASTE HANDLING
♦ Flush tanks
❑ Install flush tank covers
♦ Odorous Gases
Flush pits at least 4 times per day
♦ Partial microbial
Empty pits at least once every 7 days
decomposition
❑ Underfloor flush with pit ventilation
♦ Agitation of wastes
❑ Install/extend fill lines to near bottom of
tanks with anti -siphon vents
❑ Install covers on outside waste collection or
unction box
Install 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 qScrape manure from alleys into pens daily
Install fully slotted floor system
��] Install waterers over slotted floor area
Install feeders at high end of solid floors
♦ Odorous Gases [Scrape manure buildup from floors and walls
❑ Keep floors dry
❑ Install underfloor ventilation for drying
❑ Replace bedding/scrape at frequency to
keep bedding dry
❑ Other BMPs — please describe
Swine AMOC
• Pit -flush systems
• Pit -flush systems
• Pit -recharge or "pull -plug" systems
• Monitor for any solids accumulation in pit
• Will move with other manure via pits
• Where applicable
• Aids in animal cleanliness
• Aids in animal cleanliness
• Solid floor/bedding systems
Page 2 of 6
APPROVED — 7/25/2019

Swine Farm Waste Management — Odor Control Checklist
Permit No.: ► &631bag"
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
HOUSE / BARN — VENTILATION
♦ Dust ❑;Clean fans regularly — specify frequency
♦ Volatile/odorous gases Zinstall
fficient air movement
temperature and humidity sensors to
control ventilation
❑ Treat barn exhaust
❑ Other BMPs — please describe
HOUSE / BARN — FEED
♦ Dust ❑ Install feed covers
♦ Adsorbed Gases ® Keep outdoor feed storage covered except
When necessary to add/remove feed
2 Minimize free -fall height of dry feed
Install feed delivery downspout extenders
Ap the feed covers
d emove spoiled/unusable feed on regular basis
Veed pellets instead of dry meal
feed additives
♦ Ammonia xse
se feed -reduced crude protein diet
❑ Other BMPs — please describe
HOUSE / BARN — GENERAL
♦ Dust Install temperature and humidity sensors
♦ Odorous Gases to control ventilation
❑ Use ultraviolet light to treat indoor air
❑ Use indoor or outdoor electrostatic space
charge system
❑ Other BMPs — please describe
• Examples: biofilters, wet scrubbing, windbreaks
• May reduce ventilation rate depending on method
• Required by rule 15A NCAC 02D .1802
• May require third party input/approval
• May require third party input/approval
• May require third party input/approval
• Maintain relative humidity at 40 to 65%
• Can be used to treat exhaust air
Swine AMOC Page 3 of 6 APPROVED — 7/25/2019

Swine Farm Waste Management — Odor Control Checklist
Permit No.: 3/6-W
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
LAGOON / WASTE STORAGE STRUCTURE
♦ Volatile Gases ® Maintain proper lagoon volume • Sufficient liquid volume/depth is required
for proper anaerobic treatment
❑ Minimize free -fall height of waste from
discharge pipe to lagoon surface
❑ Extend discharge point of pipe to below lagoon • Use caution not to scour or damage lagoon liner
liquid level
Maintain proper surface area -to -volume ratio
[RfUse correct lagoon start-up procedures
❑ Aerate for odor control
® Manage sludge levels based on annual sludge
Zurvey 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
❑ Ase 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
gump from second stage lagoon
Follow good neighbor policy
❑ Operate at minimum recommended pressure
❑ Increase setbacks beyond those required by
statute, rule, or permit
• 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.: V 6 2-Y-6
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
LAND APPLICATION (CONTINUED)
SLUDGE DISPOSAL
'Apply during favorable wind conditions,
(especially for traveling guns or impact
sprinklers)
When 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
on center pivots and linear move systems.
❑ Use hose -drag system
❑ Use injection method for waste application
❑ Other BMPs — please describe
♦ Odorous gases ransport sludge in covered vehicles or tankers
Apply 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.
a Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
a 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).
a Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signatur Farm Owner/Manager
Signature of Technical Specialist
i
Date
Date

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

c&J FINISHERS
GAS SYSTEM
DUPLIN COUNTY, NORTH CAROLINA
OWNER
JAMES DOUGLAS BLACKMORE
PO BOX 776
WARSAW, NC 28398
CIVIL ENGINEER
CAVANAUGH & ASSOCIATES, P.A.
1213 CULBRETH DR.
WILMINGTON, NORTH CAROLINA 28405
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
FINAL

1.1
- COVER & SHEET INDEX
C.2.7.1
- C&J FINISHERS OVERALL SITE PLAN
C.2.7.2
- C&J FINISHERS HYDRAULIC PROFILE
C.3.1
- INTENTIONALLY LEFT BLANK
C.3.2A
- INFLUENT LIFT STATION DETAILS
C.3.213
- LEVEL CONTROL DETAILS
C.3.3
- MIXING STATION DETAIL
C.3.4
- DIGESTER DETAILS
C.3.4A
- COVERED LAGOON DETAILS
C.3.5
- EROSION CONTROL DETAILS
C.3.6
- AREA 1000 MISCELLANEOUS DETAILS 1
C.3.7
- AREA 1000 MISCELLANEOUS DETAILS 2
C.3.8
- AREA 1000 MISCELLANEOUS DETAILS 3
EXISTING
tfm
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gm
oe
ue
`-c�
0
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fo
fo
wEr
M
I
PROPERTY LINE
LIMITS OF DISTURBANCE
SEDIMENT FENCE
MAJOR CONTOURS
MINOR CONTOURS
FORCEMAIN
INFLUENT FORCEMAIN
EFFLUENT FORCEMAIN
TRANSFER FORCEMAIN
PLUG VALVE
SOLENOID VALVE
REDUCER
AIR RELEASE VALVE
CLEANOUT
MANHOLE
GRAVITY MAIN
STORM PIPE
DITCH
OVERHEAD ELECTRICAL
UNDERGROUND ELECTRICAL
UTILITY POLE
TELEPHONE PEDESTAL
UNDERGROUND TELEPHONE
FIBER OPTIC PEDESTAL
FIBER OPTIC
FENCE
TREE LINE
WETLANDS
APPROXIMATED WETLANDS
JACK AND BORE
BORE PIT
EXISTING IRON PIPE
TEMPORARY ROCK CHECK DAM
GAS
MONITORING WELL
SHRUB
TREE
LIGHT
ROAD CENTERLINE
EDGE OF PAVEMENT
CHECK VALVE
BIOGAS
WELL
PROPOSED
LOD
SF
25
FM —
IFM —
EFM —
TFM —
sv
t
4ARV
�o
GM
OE
0
GAS
Z
8
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N
BEFORE YOU DIG!
NC ONE CALL
(TOLL FREE)
0
0
1� 0
(OR 1-800-632-4949)
IT'S THE LAW!
�.�`` N

MAP
SCALE- NOT TO SCALE
raAVANAU G H
Stewardship through innovation
DATE: JUNE 15, 2023
SHEET C.1.1 PROJECT NO. BE.19.006

141/
_ \ L_------_-- \/ / --__
1 \ 1
\ \
/ I I //�-- / / `' / —••%- _ �z //1' �/ Ir CONNECT TO BIOGAS \\ \
PIPELINE ALIGNMENT WITH \ \ \
----- --// _\/\\ \\ ^\. / FITTINGS AS NECESSARY
_ _ - - _ // /_ , , \ \/ \ - - - (SEE SHEET C.3.24) \ Q I \\
/ I / _---------- — — —
_Lod \ 1 o
� \ \
/ LOD / 1 \ \ \
-21
/- - - - - - - o
220' OF 4" HDPE
\/ / / /-J / / /\ \ \ \ / / / \ / 1 1 / / / DR 17 BIOGAS PIPE
0 1 l.1/ m
0 1 BARNS #5-8 �✓ o
--'\---- - //-1 /// i 110 z� 1 Al E(\ PULLPLUG
\ / /\___ Q w
CDLLJ
LL-
LL-
11 11\ \ I
'0 1 I PROPOSED RAINWATER PUMP I / / C) ro / B-4
\\// /�/ / \ -//� / I I �/ / /�✓%'\ \ -0/ �a 1 I AND RAINWATER OUTLET // / m PIPE / \ / \ \ \
\ / / / / / / - - - _ _ _- J I i � / \ \ / \ \ \ o / Z 1 SEE DETAILS 4/C.3.6 AND_ - ILS-5 / 1 \ \ \ \
�\ \ // �/ ,/ //�� __ �� \ / \ // =/\\ \ \� / I Z \ Q I i SHEET C. i3.8 FM /� / VB3
— — — O \ \
\
\----= Jiii _ 46_\\ \ \ I (Y]
11 / _--��
B-2 / \\
CHL \
/ 11
/\ I B-1 NOW OR FORMERLY I
`` _ - \ BIOGAS SKID EZZELL RONALD & BRENDA
\ / •' / � - -` / I I �� ILS-6 I
< I / / ,/// / / / / / _ - I \ I / _ _ = F _ / INV I / DUPLIN CO. PIN: 245200551560
-� \ D-6 / DB 1069 PG 516
__==--ll I D-5 II I PRA /
/ I I I I 1 I \ / \ \ /- I I �I S FM I I
\_� -/ //// // I I I I ! o
\ I I I PROVIDE TURNED / I
N o z I \�/ \ \ 1 r IIII I I _ l
_ � � � DOWN 45° BENDS ON
o z � Cr w I II \ \ 11 1 I111 I'tII II II EXISTING PIPES TO 5' I I I / MS2 g ( / )
I EXISTING RECYCLE I II / Table 3: Mixing Station Detail 1 C 3 3
'o c6 a' I I I 1 11 I I I BELOW TOP OF DIKE D-3 SLG —
/ m / I ILS-2 \ I \ I PUMP TO PROVIDE �I �i TO CREATE GAS PIPE
,� /1 I I II RECYCLE WATER TO III I I TRAP TYP. II
m U / /\,16 11 / 1 INV 1 I I \ III BARNS #7 AND #8 III I I ( ) I I
/
Ld
—
m
ILS-3 1 1 1 I I I D-7 I,
PIPE BAF - I
EXISTING LAGOON #2
\ARE
AFLUSHNS ITANK\ TOP OF DIKE 147.10' i1i11 Ili D-12
j
1�1 FREEBOARD 146.10 I I SLG ILS-1 I r,� �I IIII I I LC-1 I
PS 1 III TP-1 IIII II INV I
I I
Finished Grade:
148.00
ft
Rim:
148.50
ft
Invert In:
139.00
ft
Bottom of Dry Well:
138.50
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:
110
X\\ I 1 II \'IIIII LC-5 IIIIIII III PPE
/ ILSNV \\ 1 0\ \ / \\ \ \ 1 III. INV II II I -- - Table 4: Digester Data Table
_ _ — — — _
-145 ENSURE SUFFICIENT
DIGESTER p-1
COVER OVER PROPOSED 11 1 I I 1 W \ \ 1 \ I I _ - - - -
/ GRAVITY PIPE 0 \V'�'I I \ \ 1 I - - - - EXISTING 'LAGOON 3'
� \ I I 1 \\\ \\ 1 1 \\ IIIII'- / ,145. _ _ __ _146147- _ - - - — - \\ TO BE CONVERTED T 0
GWC-2 \ 111 1 \ \ \\ 1 1 - _ _ - - - LC-7 \ \
ANAEROBIC DIGESTER
CO �� \ I TP-2 \ \\ ` \ . - _ _ _ PIPE \ TOP OF DIKE 148.00'
I TP-3 I FM \\ \ \\ \ \ � - - � -146- I _ _ \ LC-6 I
INV \ )I I
\ WW Table S: Level Control Wet Well
IIIII\\,� \\\\\\\\\\ \-'-145 \ �
/ / \ — _� I 1 \ 1 \\ \ \ \ \\ • — \ Table 6: Transfer Pump (Detail 6/C.3.7)
I I I III \\ \/ I, , \\\ \\ \
� I I \ / EXISTING \\
\�\; 11111111 IIII 111 GRAVEL/DIRT \\\\ \\
ACCESS \ \ \
EXISTING 'LAGOON #1' \\ ROAD \ \ \ \
TOP OF DIKE 146.00 11 \III\\\ \ \\ -
// A\\ \ IIII IIII FREEBOARD 145.00'
-
.145'146144
147' — _ _ _ _ / _ _ =Table 2: Influent Lift Station (Detail 1/C.3.2A) \ \ I
--_ 14146-- \
_144143 — ---- i
-14
I
\
r \ \
I \ \
I \
I \ \
SCALE: 1 " = 50' \ \
50' 0 50'
SCALE OF MAP MAY VARY /
DUE TO METHODS OF REPRODUCTION. /
I / /
Finished Grade:
/
145.00
ft
Rim:
146.50
ft
Invert In (From South):
140.25
ft
Invert In (From West):
140.25
ft
Bypass Riser:
145.50
ft
Bypass Invert Out of Wall:
142.00
ft
Bottom of Wet Well:
136.50
ft
Depth of Wet Well:
10.00
ft
Design Flow:
700
gpm
Selected Pump Rate:
980 (1 pump)
gpm
Total Dynamic Head (TDH):
30
ft
Pump Horsepower:
2x10 hp
Pump Speed (RPM):
1,760 RPM
Electrical Supply:
240 V
Electrical Frequency:
60 hz
I Phase:
10
Impeller Diameter:
8 in.
Motor Type:
TEFC
Selected Pump:
GEA
Pump Model:
4" High Pressure
Shaft Length:
10 ft.
N>
<
> '
Iv `\
1 \\\
1
Design Flow:
/
-
gpm
Selected Pump Rate:
530
gpm
Total Dynamic Head (TDH):
13
ft
Pump Horsepower:
10 hp
Pump Speed (RPM):
1,760 RPM
Electrical Supply:
240V
Electrical Frequency:
60 hz
Phase:
10
Impeller Diameter:
9.5 i n.
Motor Type:
TEFC
Selected Pump:
GEA
Pump Model:
3" Pontoon HP
/ \ \ \ ( / / Farm Information \
\ \I
\
1
1 \ \
1 \ \
1 \ \
1 \ \
\\ I \ 1
\ I \\ 1
\I
Farm Name:
Ronald Ezzell Farm #1-8
Permit Number:
AWS310246
Permitted Capacity:
5,760
Finished Grade:
148.00
ft
Rim:
148.50
ft
Invert In:
141.00
ft
Invert Out:
145.57
ft
Bottom of Wet Well:
I 140.50
ft
Depth of Wet Well:
I 8.00
ft
Length:
210
ft
Width
210
ft
Top of Dike Elev:
148.00
ft
Operating Level Elev:
146.32
ft
Bottom Elev:
137.00
ft
Total Volume:
348,678
cf
Volume at Operating Level:
278,198
cf
S.A. @ Inside Top of Dike:
44,100
ft'
Slope:
Existing -
Total Cut
Total Fill
Net Surplus
0
CY
0
CY
�--t
CY
25% compaction factor used for fill
Table 1: Identification List /
\
\
\
/
/
/
Section
IDescription
lQuantity
JUnit
jAdditional Info
Gravity Waste Collection (GWC)
GWC-I-PIPE
12" HDPE (DR 17) Gravity Collection Line
655
L.F.
GWC-2-CO
Cleanout
3
each
Influent Lift Station & Forcemain (ILS)
ILS-I-PS
Influent Lift Station
-
-
Table 2/C.2.3.1 and Detail 1/C.3.2A
ILS-2-INV
12" Digester Bypass Inlet
-
-
Inv. 142.00'
ILS-3-PIPE
12" HDPE (DR 17) Digester Bypass Pipe
91
L.F.
ILS-4-INV
--------
ILS-5-FM
12" Digester Bypass Outlet
---------------------
8" HDPE (DR 17) Forcemain
-
----------------------------
539
-
L.F.
Inv. 142.00'
ILS-6-INV
8" HDPE (DR 17) Forcemain Inv. Out
-
-
Inv. 144.00'
Digester(D)
D-1-DIGESTER
Proposed Digester
-
-
Table 4/C.2.3.1 and Sheet C.3.4A
D-2-MS
Mixing Station
-
-
Table 3/C.2.3.1 and Sheet C.3.3
D-3-PIPE
8" HDPE (DR 17)
51
L.F.
D-4-SUMP
HDPE Sump Box Mixing System Inlet
Not used
D-5-FM
6" HDPE (DR 17) Forcemain
30
L.F.
Inv. Out 144.00'
D-6-PRA
Pump Repair Area
-
-
D-7-BAF
HDPE Baffle (Underflow)
-
-
Sheet C.3.4A
D-8-BAF
--------
D-12-SLG
HDPE Baffle (Overflow)
---------------------
Sludge Removal Pipes (HDPE DR 17)
Not used
----------------------------
1 1201 L.F. 13 pipes at 40 L.F. each
Level Control (LC)
LC-1-INV
Digester Inv. Out
-
-
Inv. 146.07'
LC-2-PIPE
12" PVC (DR 35) Digester Outlet Pipe
741
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. 145.41'
LC-6-WW
Level Control Wet Well
-
-
Table 5/C.2.3.1 and Detail 2/C.3.2B
LC-7-PIPE
12" PVC (DR 35) Digester Outlet Pipe
33
L.F.
Transfer Pump (TP)
TP-I-PUMP
ITransfer Pump
-
-
Table 6/C.2.3.1 and Sheet C.3.7
TP-2-FM
6" HDPE (DR 17) Forcemain
195
L.F.
TP-3-INV
6" HDPE (DR 17) Forcemain Inv. Out
-
-
Inv. 145.00'
Recycle Forcemain
R-1
6" HDPE (DR 17) Forcemain
I 100
L.F.
ITable 7/C.2.25.1and Detail 6/C.3.7
/
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160
155
150
4" INFLUENT LIFT STATION
(SEE DETAIL 1/C.3.2A)
BARN #4 BARN #3 BARN #2 BARN #1 RIM: 146.50'-
FFE: 146.00' FFE: 146.00' FFE: 146.00' FFE: 146.00'
145 I I I I I FG: 145.00'
� I I
INV: 142.50' WET WELL -�
PR7P(O
SM N HE DER
PE) -�
140 INV: 140.25
SOUTH
TTOM: 136.50'
135
TOD:
TOP OF DIKE
TOB:
TOP OF BANK
FFE:
FINISH FLOOR ELEVATION
FB:
FREEBOARD ELEVATION
EG:
EXISTING GRADE
OL:
OPERATING LEVEL
NOTE:
INVERTS OF EXISTING GRAVITY PIPING ARE
130 APPROXIMATED BASED ON BEST
AVAILABLE SURVEY INFORMATION
125
120
V: 140.
EMERGENCY BYPASS TO
EXISTING 'LAGOON #1'
RISER INV. 145.50'
WALL INV. 142.00' (ILS-2)
BARN #7 1 BARN #8
FFE: 148.00' FFE: 148.00'
BARN #5 BARN #6
-E: 147.00 FFE: 147.00'
EXISTING PIPES
INV: 143.50'
c�� �sPOQ�i
WEST
DRY WELL
8" MIXING STATION
(SEE DETAIL 1/C.3.3)
RIM: 148.50'
138.50'
PROPOSED LEVEL CONTROL
WET WELL (LC-6)
TOD: 148.00'
HDPE COVER (TYP)
OUTLET
INV: 146.(
(LC-1)
V: 14, 00'
(ILS-6) INV: 143.00'
8" PUMP RETURN
INV: 141.00'
COVERED 'LAGOON #3'
BOTTOM: 137.00'
HYDRAULIC PROFILE
DETAIL 1
SCALE: NOT TO SCALE .2.3.
RIM: 148
OUTLET
INV: 145.57'
(4
�J p�pF
TOD: 147.10'
.EVEL CONTROL P
(LC-7)
5% MIN. SLOPE-
INV: 141.00'
BOTTOM: 140.50'
EXISTING SLUDGE DEPTH: 3.5'
PLANNED SLUDGE DEPTH: 3.0'
(SLUDGE TO BE REMOVED)
FB: 146.10'
INV: 145.41'
(LC-5)
TRANSFER PUMP
(SEE SHEET C.3.7)
EXISTING 'LAGOON #2'
BOTTOM: 137.00'
INSTALL
VACUUM
BREAKER
INV: 145.00' FB: 145.00'
(TP-3)
EMERGENCY BYPASS FROM -
INFLUENT LIFT STATION-
INV. 142.00' (ILS-4)
EXISTING 'LAGOON #1'
BOTTOM: 135.00'
TOD: 146.00'
160
155
150
145
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THESE PLANS CONTAIN INFORMATION
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ASSOCIATES, P.A. DO NOT COPY,
REPRODUCE, NOR DISTRIBUTE IN
WHOLE OR PART
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