310056_Farm Digester Application_20230614

June 14, 2023
Christine Lawson
NCDEQ Division of Water Resources
1636 Mail Service Center
Raleigh, NC 27699-1636
Subject: Hilltop Farm
Facility # AWS310056
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 Hilltop Farm. The subject project is located in Duplin County, North Carolina.
To facilitate your review of the enclosed documentation, the following is an itemized breakdown:
1. One (1) original 'State Digester General Permit Application' application form.
2. One (1) copy of the engineering calculations.
3. One (1) copy of a detailed narrative of the Swine Digester Animal Waste Management System.
4. One (1) copy of the FEMA FIRM map labeled with the 'Proposed Digester Site'.
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 MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL)
State Digester General Permit — Farm Digester System
1. GENERAL INFORMATION:
1.1 Facility name: Hilltop Farm
1.2 Print Owner's name: Wesley Mewborn
1.3 Mailing address: 403 Peachtree St.
City, State: Kenansville, NC Zip: 28349
Telephone (include area code): [phone] Fax: O -
Email:
1.4 Physical address: 331 E. Wards Bridge Rd.
City, State: Kenansville, NC Zip: 28349
Telephone number (include area code): ( ) -
Latitude 35.0389' Longitude-77.92780 (Decimal Degrees from Google Earth)
1.5 County where facility is located: Duplin
1.6 Facility location (directions from nearest major highway, using SR numbers for state roads): From Exit 364 on I-40, head
east on College St. for 3.0 miles, continue onto W. Wards Bridge Rd. and go 9.2 miles, the farm entrance is on the left.
1.7 Farm Manager's name (if different from Landowner):
1.8 Lessee's / Integrator's name (if applicable; circle which type is listed):
1.9 Facility's original start-up date: Date(s) of facility expansion(s) (if applicable):
1.10 Design Contact name: Jeff Cappadona Phone [phone] Email: jeffrey.cappadona(&cavanaughsolutions.com
2. OPERATION INFORMATION:
2.1 Facility number: AWS310056
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.
Tune 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
❑ Farrow to Wean (# sow)
❑ Farrow to Feeder (# sow)
❑ Farrow to Finish (# sow)
® Wean to Finish (# sow) 15,026
❑ 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 1 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
172,000
Synthetic (80 mil)
1,329,660
1,329,660
Conversion)
(La oon #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'#1'
Y
Soil in situ
69,000
588,492
551,270
Lagoon'#2'
Y
Soil in situ
72,188
604,062
554,170
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 (ILS)
8"
(1 880
pumBarns
36
C.2.25.1
to Digester
Gravity
12"
C.2.25.1
Digester to Secondary
Pump Station (LC - to
611
410
30
C.2.25.1
La oon'#l'
0 pump)
Digester to Secondary
Pump Station (LC - to
611
400
31
C.2.25.1
La oon'#2'
0 pump)
Select
Select
FORM: AWO-STATE-G-DIGESTER-7/07/2022 Page 2 of 6

3.
Select
Select
REQUIRED ITEMS CHECKLIST:
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item.
A ant's Initials
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
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. .17,
3.4 One copy of all engineering documents, including, but not limited to, calculations,
equipment specifications, plan and profile drawings to scale, construction materials,
supporting equations or justifications.
3.5 A detailed narrative of the Farm Digester Animal Waste Management System.
3.6 A copy of the CAWMP which must include the following components. Some of these
components may not have been required at the time the facility was initially certified but must
be added to the CAWMP_for permitting purposes:
3.6.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available Nitrogen (PAN)
produced and utilized by the facility
3.6.2 The method by which waste is applied to the disposal fields (e.g., irrigation, injection, etc.)
3.6.3 A map of every field used for land application
3.6.4 The soil series present on every land application field
3.6.5 The crops grown on every land application field
3.6.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP
3.6.7 The PAN applied to every application field
3.6.8 The waste application windows for every crop utilized in the WUP
3.6.9 The required NRCS Standard Specifications
3.6.10 A site schematic
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 Hilltop Farm (Facility name listed in question 1.1) has been reviewed by me and is accurate and complete to
the best of my know Idge. I understand that if all required parts of this application are not completed and that if all required
supporting informs nd chm is are not included, this application package will be returned to me as incomplete.
Si (J
Signature i� Date 0-3 - 3 - 3 0
Engineer's Seal
•,•••••

5. FARM OWNER/PERMITTEE CERTIFICATION:
I, e f e. w lb o r h (Owner/Permittee name listed in question 1.2), attest
that this applicatio for Hilltop Farm (Facility name listed in question 1.1) has been reviewed by me and is accurate and complete to
the best of my knowledge. I understand that if all required parts of this application are not completed and that if all required
supporting information and attachments are not included, this application package will be returned as incomplete.
Signature
Date V q_aO)-
6. MANAGER'S CERTIFICATION: (complete only if different from the Farm Owner)
I, !SD0. V,%L (Manager's name listed in question 1.7), attest that this
application for Hilltop Farm (Facility name listed in question 1.1) has been reviewed by me and is accurate and complete to the best of
my knowledge. I understand that if all required parts of this application are not completed and that if all required supporting
information and attachments are not included, this application package will be returned as incomplete.
Signature
Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER RESOURCES
WATER QUALITY PERMITTING SECTION
ANIMAL FEEDING OPERATIONS PROGRAM
1636 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1636
TELEPHONE NUMBER: [phone]
ELECTRONIC SUBMISSION IS ENCOURAGED. EMAIL TO: RAMESH.RAVELLA@NCDENRGOV
FORM: AWO-STATE-G-DIGESTER-7/07/2022 Page 4 of 6

DocuSign Envelope ID: 711613A3-6F7D-4B4B-8CFF-5D1F03A36E2B
7. SURFACE WATER CLASSIFICATION:
This form must be completed by the appropriate DWR regional office and included as a part of the
project submittal information.
INSTRUCTIONS TO NC PROFESSIONALS:
The classification of the downslope surface waters (the surface waters that any overflow from the facility would flow toward) in
which this animal waste management system will be operated must be determined by the appropriate DWR regional office.
Therefore, you are required, prior to submittal of the application package, to submit this form, with items 1 through 6
completed, to the appropriate Division of Water Resources Regional Operations Supervisor (see page 6 of 6). At a minimum,
you must include an 8.5" by I V copy of the portion of a 7.5-minute USGS Topographic Map which shows the location of this
animal waste application system and the downslope surface waters in which they will be located. Identify the closest
downslope surface waters on the attached map copy. Once the regional office has completed the classification,
reincorporate this completed page and the topographic map into the complete application form and submit the
application package.
7.1 Facility Name & Number: Hilltop - AWS310056
7.2 Name & complete address of engineering firm: Cavanaugh, PO Box 11197 Winston-Salem, NC 27116
Telephone: [phone] fax: ()
Email: jeffrey.cappadona(&cavanaughsolutions.com
7.3 Name of closest downslope surface waters: King Branch
7.4 County(ies) where the animal waste management system and surface waters are located Duplin.
7.5 Map name and date: Warsaw North, NC 2022
7.6 NC Professional's Seal (If appropriate), Signature, and Date: On -Man
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: Maple Branch, and UT to Goshen Swamp
Classification (as established by the Environmental Management Commission): Both are C;Sw
Proposed classification, if applicable:
Signature of regional office personnel:1 (,U,AO- (,OhIWVG Date:
(All attachments must be signed)
3/23/2023
FORM: AWO-STATE-G-DIGESTER-7/07/2022 Page 5 of 6

DocuSign Envelope ID: 711613A3-6F7D-4B4B-8CFF-5D1 F03A36E2B
:t �t�
(#2) GOSHEN
SWAMP
(#1) MAPLE BRANCH TO
GOSHEN SWAMP (GSW)
(#3) UNNAMED
TRIBUTARY TO
GOSHEN SWAMP
D (csw)
a0000000 00000000
EAST WARDS HILLTOP LAGOONEFOROVERED
BRIDGE RD. E WARDS,& FARM HILLTOP FARM
cF
�a
NAME OF STREAM
STREAM CLASS
STREAM INDEX
1
MAPLE BRANCH TO GSW
C; Sw
18-74-19-15
2
GOSHEN SWAMP
C;Sw
1 18-74-19
LATITUDE:
LONGITUDE:
BASIN:
MAP NAME & #:
35.039629
-77.925032
CAPE FEAR
SUMMERLINS
CROSSROADS, NC
WATERSHED CLASSIFICATION MAP
ON -FARM BIOGAS SYSTEM
HILLTOP FARM
OWNER: WESLEY MEWBORN

CAVANAU G H
Stewardship through innovation
DUPL7N COUNTY
NORTH CAROLM
LOCATION
NOT TO SCALE
Cavanaugh & Associates, P.A. 1213 Culbreth Dr.
Wilmington, NC 28403
[phone] Fax. [phone] www.cavanaughsolutions.com
PROJECT #: BE21.015
DRAWN BY: LJL
BD #: SCALE. 1 "=1000' 1
DATE: 2023-03

Hilltop Farm Volume Calculations
Project: Hilltop Farm
Project No: BE.21.015
Date: 2023-6-14
Existinq configuration (For Reference)
Farm Information:
Location: Duplin County, NC Design By: JPC
Checked By: JPC
Farm Population:
Lagoon WX
8,264
Wean To Finish
Lagoon W2'.•
3,451
Wean To Finish
Lagoon '#1`
3,311
Wean To Finish
Total.,
15,026
Wean To Finish
Storm and Rainfall. -
Storm (25-yr, 24-hr):
7.5
in.
Rainfall In Excess Of Evaporation:
7.0
in.
"Heavy Rain"
0.0
in.
-(%

CAVANAU13H
1 of 6

Proposed Configuration (Conversion of Existing Lagoon'#3'to Digester)
Flow Path: Measured Sludge Depth: 3.2 ft
Barns -> Digester (Lagoon '#3') -> Lagoon '#2' and Lagoon '#1' Planned Sludge Depth: 3.0 ft
(from the Digester, the flow is split going to to both Sludge to be Removed: 26,982 cf
Lagoon'#2' and Lagoon'#l') 201,822 gal
Volumes: Note: 'Measured Sludge Depth' (above) is from sludge
Capacity = 15,M Wean To Finish survey dated 2022-12-30
Capacity * ALW * cf/lb = Total
Treatment Volume = 1 15,026 115 1.00 11,727,990 cf
Capacity IDaysofStorage gal/(head*day) 1= Total
Daily Infow = 1 15,026 90 11.17 11,582,238 gallons
211,529 cf
* Note: The existing volumes shown below are provided based on the existing lagoon design for this farm,
provided by the farm owner
Volume Required*
(cf)
Digester
(i.e. Lagoon
'#3')
Existing
Lagoon'#1'
Existing
Lagoon'#2'
Total
Required
Desired Digester Treatment Volume
483,300
N/A
N/A
483,300
Additional Treatment
421,624
411,533
411,533
1,244,690
Sludge Storage
383,916
0
0
383,916
Excess Wash Water
0
0
0
0
Rainfall In Excess Of Evaporation
0
42,350
43,750
86,100
Storm Storage
0
45,375
46,875
92,250
"Heavy Rain"
0
0
0
0
Daily Inflow (90 days)
40,820
85,355
85,355
211,529
Total
1,329,660
1 584,613
1 587,513
2,501,785
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*
Digester
(i.e. Lagoon
'#3')
Existing
Lagoon'#1'
Existing
Lagoon'#2'
Total
Provided
Desired Digester Treatment Volume
483,300
N/A
N/A
483,300
Additional Treatment
421,624
411,533
411,533
1,244,690
Sludge Storage
383,916
0
0
383,916
Excess Wash Water
0
0
0
0
Rainfall In Excess Of Evaporation
0
42,350
43,750
86,100
Storm Storage
0
45,375
46,875
92,250
"Heavy Rain"
0
0
0
0
Daily Inflow (90 days)
40,820
89,234
101,904
231,958
Total
1,329,660
1 588,492
1 604,062
1 2,522,214
Totals (cf)
Volume
Required* (cf)
Volume
Provided* (cf)
Efficiency
Treatment
1,727,990
1,727,990
100%
Sludge Storage
383,916
383,916
100%
Excess Wash Water
0
0
N/A
Rainfall In Excess Of Evaporation
86,100
86,100
100%
Storm Storage
92,250
92,250
100%
"Heavy Rain"
0
0
N/A
Daily Inflow (90 days)
211,529
231,958
110%
Total
2,501,785
1 2,522,214
1 101%
Days of Storage:
Proposed Configuration
Required I Provided
Daily Inflow Volume (cu.ft.) 211,529 231,958
Days of Storage 90 99
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CAVANAU G H
Stew.h Innovation
fry[:

Total Temporary Storage
Proposed Configuration (Conversion of Existing Lagoon'#3'to Digester)
Temporary Storage Volume Required* (cf)
Digester
(i.e. Lagoon
'#3')
Existing
Lagoon'#1'
Existing
Lagoon'#2'
Total
Required
Excess Wash Water
0
0
0
0
Rainfall In Excess Of Evaporation
0
42,350
43,750
86,100
"Heavy Rain"
0
0
0
0
Daily Inflow (90 days)
40,820
85,355
85,355
211,529
Total
1 40,8201
127,7051
129,105
297,629
Temporary Storage Volume Provided* (cf)
Digester
(i.e. Lagoon
'#3')
Existing
Lagoon '#1'
Existing
Lagoon '#2'
Total
Provided
Excess Wash Water
0
0
0
0
Rainfall In Excess Of Evaporation
0
42,350
43,750
86,100
"Heavy Rain"
0
0
0
0
Daily Inflow (90 days)
40,820
89,234
101,904
231,958
Total
1 40,8201
131,5841
145,654
318,058
Summary
Total Temporary Storage (cf)
Proposed Configuration
Required
Provided
Excess Wash Water
0
0
Rainfall In Excess Of Evaporation
86,100
86,100
"Heavy Rain"
0
0
Daily Inflow (90 days)
211,529
231,958
Total
297,229
318,058 11
CAVANAU13H
3 of 6

Digester (Lagoon'#3') Volume
Digester (Lagoon '#3') Stage -Storage
Elevation ft
Area sf
Incr. Vol cf
Cumul. Vol cf
38.60
121,576
-
0
39.60
125,800
123,688
123,688
40.60
130,096
127,948
251,636
41.60
134,464
132,280
383,916
42.60
138,904
136,684
520,600
43.60
143,416
1 141,160
661,760
44.60
148,000
145,708
807,468
45.60
152,656
150,328
957,796
46.60
157,384
155,020
1,112,816
47.60
162,184
159,784
1,272,600
48.60
167,056
164,620
1,437,220
49.60
172,000
169,528
1,606,748
Note: The dimensions
and volumes shown are
provided based on the
lagoon design for the
existing lagoon on this
farm, approved on 1996-
7-12
Digester Desired Volume: 483,300 cu ft. (17,900 cy)
Digester Treatment Volume
(@ Treatment Elevation of 47.70): 904,92g cu ft. (33,516 cy)
% Desired: 1-
Digester (i.e. Lagoon'#3') Updated Elevations:
Zone
Volume
Cumulative Vol.
Elevation
Depth (in.)
Planned Sludge
383,916
383,916
41.60
96.00
Treatment
904,924
1,288,840
47.70
22.80
Temporary
40,820
1,329,660
47.95
19.80
Storm
0
1,329,660
47.95
19.80
of Dike Elev = 49.60' (1,606,748 cf)
Top of Storm Elev = 47.95' (19.80") (1,329,660 cf)
Top of Temp Storage Elev = 47.95' (19.80") (1,329,660 cf) (Start Pump)
Top of Treat Elev = 47.70' (22.80") (1,288,840 cf) (Stop Pump)
Planned Sludge Elev = 41.60' (96.00") (383,916 cf)
Finished Bottom Elev = 38.60'
G
CAVANAU G H
�h Innovation
4 of 6

G
Existing Lagoon '#1' Volume
Existing
Lagoon '#1' Stage -Storage
Elevation ft
Area sf
Incr. Vol cf
Cumul. Vol cf
26.50
33,939
0
27.50
36,204
35,072
35,072
28.50
38,541
37,373
72,444
29.50
40,950
39,746
112,190
30.50
43,431
42,191
154,380
31.50
45,984
1 44,708
199,088
32.50
48,609
47,297
246,384
33.50
51,306
49,958
296,342
34.50
54,075
52,691
349,032
35.50
56,916
55,496
404,528
36.50
59,829
58,373
462,900
37.50
62,814
61,322
524,222
38.50
65,871
64,343
588,564
39.50
69,000
1 67,436
656,000
Existing Lagoon'#1' Updated Elevations:
Note: The dimensions
and volumes shown are
provided based on the
lagoon design for the
existing lagoon on this
farm, approved on 1994-
2-18
Zone
Volume
Cumulative Vol.
Elevation
Depth (in.)
Sludge
0
0
26.50
156.00
Treatment
411,533
411,533
35.62
46.56
Temporary
131,584
543,117
37.80
20.40
Storm
45,375
588,492
38.50
12.00
= 39.50' (656,000 cf)
Top of Storm Elev = 38.50' (12.00") (588,492 co
Top of Temp Storage Elev = 37.80' (20.40") (543,117 cf) (Start Pump)
Top of Treat Elev = 35.62' (46.56") (411,533 cf) (Stop Pump)
Finished Bottom Elev = 26.50'
CAVANAU G H
�h Innovation
5of6

G
Existing Lagoon '#2'Volume
Existing
Lagoon '#2' Stage -Storage
Elevation ft
Area sf
Incr. Vol cf
Cumul. Vol cf
27.00
33,617
-
0
28.00
36,152
34,884
34,884
29.00
38,759
37,455
72,339
30.00
41,438
40,098
112,437
31.00
44,189
42,813
155,250
32.00
47,012
1 45,600
200,850
33.00
49,907
48,459
249,309
34.00
52,874
51,390
300,699
35.00
55,913
54,393
355,092
36.00
59,024
57,468
412,560
37.00
62,207
60,615
473,175
38.00
65,462
63,834
537,009
39.00
68189
67,125
604,134
40.00
72,188
70,488
674,622
Existing Lagoon'#2' Updated Elevations:
Note: The dimensions
and volumes shown are
provided based on the
lagoon design for the
existing lagoon on this
farm, approved on 1994-
2-18
Zone
Volume
Cumulative Vol.
Elevation
Depth (in.)
Sludge
0
0
27.00
156.00
Treatment
411,533
411,533
35.98
48.24
Temporary
145,654
557,187
38.31
20.28
Storm
46,875
604,062
39.00
12.00
= 40.00' (674,622 cf)
Top of Storm Elev = 39.00' (12.00") (604,062 cf)
Top of Temp Storage Elev = 38.31' (20.28") (557,187 cf) (Start Pump)
Top of Treat Elev = 35.98' (48.24") (411,533 co (Stop Pump)
Finished Bottom Elev = 27.00'
CAVANAU G H
�h Innovation
6of6

CAVANAU G H
Stewardship Through Innovation
Hilltop Farm
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
25.00
50.00
75.00
100.00
GPM
Hilltop Farm, Influent Lift Station
R1
Pump, 880 gpm (1 pump) @ 36'
3
Day 1, 12:1
EPANET 2 Pagel

Page 1 3/30/2023 9:30:11 PM
**********************************************************************
* E P A N E T
* Hydraulic and Water Quality
* Analysis for Pipe Networks
* Version 2.2
**********************************************************************
Input File: Hilltop Farm ILS.net
Link - Node Table:
Link
Start
End
Length
Diameter
ID
Node
Node
ft
in
----------------------------------------------------------------------
P1
J1
J3
25
7.549
P2
J2
J3
25
7.549
P5
J3
R3
1178
7.549
P-1
R1
J1
#N/A
#N/A Pump
P-2
R1
J2
#N/A
#N/A Pump
Energy Usage:
Usage
Avg.
Kw-hr
Avg.
Peak
Cost
Pump Factor
Effie.
/Mgal
Kw
Kw
/day
----------------------------------------------------------------------
P-1 100.00
75.00
150.79
7.99
7.99
0.00
P-2 0.00
0.00
0.00
0.00
0.00
0.00
----------------------------------------------------------------------
Demand
Charge:
0.00
Total
Cost:
0.00
Node Results:
Node
Demand
Head
Pressure
Quality
ID
----------------------------------------------------------------------
GPM
ft
psi
J1
0.00
149.25
64.67
0.00
J2
0.00
145.58
63.08
0.00
J3
0.00
145.58
63.08
0.00
R1
-883.38
113.25
0.00
0.00 Reservoir
R3
883.37
118.64
0.00
0.00 Reservoir

Page 2
Link Results:
----------------------------------------------------------------------
Link
Flow
VelocityUnit
Headloss
Status
ID
GPM
fps
ft/Kft
----------------------------------------------------------------------
P1
883.38
6.33
146.85
Open
P2
0.00
0.00
0.00
Open
P5
883.37
6.33
22.87
Open
P-1
883.38
0.00
-36.00
Open Pump
P-2
0.00
0.00
0.00
Closed Pump

CAVANAUGH
Pump System Design Spreadsheet - C = 120
Project: Hilltop Farm Location: Duplin County, NC Design By:
Project No: BE.21.015 Checked By:
Date: 2023-3-30
Description: Level Control Station (to Lagoon'#l')
System Reoulrements
System
Pipe 1
Length of Pipe
1,270 If:
Pipe Diameter
6 in
Elevation Difference
6.94 ft
Pipe Area
0.196 ft'
C-
Velocity At Selected Flow (ft/sec)
-
Step: -
ft
ftft
ft Daily Flow Rate = gpdinin Design Period = hrsgpgpm Average Flow = gpm
(additional flow) (additional flow) Peaking Factor =
Peak Flow = 500 gpm
Nozzle Head = -ft
Pressure Head = ft
Duty Points: 1 Pump: 412 gpm Q 30.31 ft, 4.68 Rfsec
2 Pumps: 498 gpm ft 40.13 ft, 5.65 ftfsec
BASIB OF DESIGN
Pump Chosen:
4" Hog Manure
Manufacturer's
System Curve
Pump Curve Data
Flow Rate Flow Rate
Velocity
Elevation Head
Friction Head Friction Head Friction Head
Pipe 1 Pipe 2 Pipe 3
Velocity Head
(Submerged)i FittingNalve
Head Nozzle Head
Pressure Head
TDH
TDH
GPM
(ft3/sec)
(ft/sec)
(ft)
(ft)
(ft)
(ft) (ft)
(ft)
(ft)
(ft)
0.00
.94
50.0
20
W40
0.04
0.23
6.94
0.08
0,00
0.00
0.00 0.00
0.00
0.00
7.02
7.24
60
80
0.13
M.18
0.68
0.91
6.94
6.94
0.60
1.0
0.00
.00
0.04 0.00
0.00
0.00
7.59
8.04
100
120
0.22
M.27
1.13
1.36
6.94
6.94
1.55
2.1
0.00
.00
0.12 0.00
0.00
0.00
8.61
9.29
48.0
140
0.31
1.59
6.94
2.89
0.00
0.23 0.00
0.00
10.07
160
0.36
1.82
6.94
3.70
0.00
10.95
45.0
180
0.40
2.04
6.94
4.60
0.00
0.39 0.00
0.00
11.93
200
0.45
2.27
6.94
5.6
00
0.00
13.01
42.0
220
240
0.49
0.53
2.50
2.72
6.94
6.94
6.68
7.
0.00
.00
0.58 0.00
0.00
0.00
14.19
15.47
260
280
0.58
0.62
2.95
3.18
6.94
6.94
9.09
10.
0.00
.00
0.80 0.00
0.00
0.00
16.84
18.30
40.0
300
0.67
3.40
6.94
11.85 -
0.00
1.07 0.00
0.00
19.86
38.0
320
0.71
3.63
6.94
13.35 -
0.00
.00
21.51
340
360
0.76
0.80
3.86
4.09
6.94
6.94
14.94 -
16.60 -
0.00
0.00
1.38 0.00
1.5' 0.00
0.00
�.00
23.25
25.08
35.0
380
400
0.85
0.89
4.31
4.54
6.94
6.94
18.35
20.1
0.00
.00
1.72 0.00
1.9( 0.00
0.00
-0.00
27.01
29.02
31.0
420
440
0.94
0.98
4.77
4.99
6.94
6.94
22.08
24.0
0.00
.00
2.10 0.00
2.31� 0.00
0.00
-0.00
31.12
33.31
460
480
1.02
M.07
5.22
5.45
6.94
194
26.13 -
28.27 -
0.00
0.00
2.52 0.00
2.7� 0.00
0.00
�.00
35.58
37.95
28.0
500
520
1.11
M.16
5.67
5.90
6.94
OIL�
30.48 -
32.78 -
0.00
0.00
2.97 0.00
3.220.00
0.00
�.00
40A0
42.94
25.0
540
560
1.20
=25
6.13
6.35
6.94
35.15
37.5
0.00
.00
3.47 0.00
3.73 0.00
0.00
-0.00
45.56
48.27
20.0
580
L 600
1.29
=34
6.58
6.81
6.94
40.12
0.00
.00
4.00 0.00
4.28 0.00
0.00
-0.00
51.06
53.94
15.0
620
640
1.38
1.43
7.04
7.26
6.94
6.94
45.38 -
48.13 -
0.00
0.00
4.57 0.00
4.87 0.00
0.00
�.00
56.90
59.94
660
680
1.47
1.52
7.49
7.72
6.94
6.94
50.95 -
53.84 -
0.00
0.00
5A8 0.00
5.50 0.00
0.00
�.00
63.07
66.28
11.0
700
720
1.56
=60
7.94
8.17
6.94
6.94
56.81
59.8
0.00
0.00
5.83 0.00
6.17 0.00
0.00
-0.00
69.58
72.95
5.0
740
760
1.65
=69
8.40
8.62
6.94
6.94
62.96
66.1
0.00
0.00
6.52 0.00
6.87 0.00
0.00
-0.00
76A1
79.95
780
800
1.74
=78
8.85
9.08
6.94
6.94
69.40
72.73 1
0.00
0.00
7.24 0.00
7.61 0.00
0.00
�.00
83.58
87.28
820
N 840
1.83
0.87
9.31
9.53
6.94
6.94
76.13 - -
79.60 - -
0.00
0.00
&00 0.00
8.40 0.00
0.00
t .00
91.07
94.93
860
880
1.92
1.96
9.76
9.99
6.94
6.94
83.14 - -
86.75 - -
0.00
0.00
8.80 0.00
9.21 0.00
0.00
0.00
98.88
102.90
900
920
2.01
2.05
10.21
10.44
6.94
6.94
90.43 - -
94.19 - -
0.00
0.00
9.64 0.00
10.07 0.00
0.00
0.00
107.01
111.20
940
2.09
10.67
6.94
98.01 - -
0.00
10.51 0.00
0.00
115.46
Duty Points'
1 Pump 2.02 0.00 0.00 30.31
2 Pumps 2.95 0.00 0.00 40.13
Fitting/Valve Head,
Size in Description
K Factor
Oty
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 Exit
1.00
1
1.00
8 Tee (Run)
0.28
0
0.00
8 45' Elbow
0.22
0
0.00
8 Check Valve
0.22
0
0.00
8 Plug Valve
0.78
0
0.00
- 12" x 8" Reducer
1.89
0
0.00
12 Tee (Run)
0.23
0
0.00
12 45. Elbow
0.23
0
0.00
12 Plug Valve
0.39
0
0.00
12 90' Elbow
0.78
0
0.00
12 Pipe Exit
1.00
0
0.00
Total K: 5.95 FiftingNalve Head = K (v3 / 2g)
1 of 2

Hilltop Farm
Level Control Station (to Lagoon '#1')
Pump Vs. System Curve
4" Hog Manure
=c
EM
cz 20.0
0
10.0
�y1
C: AVA U ESH
S(cwnrdxIupThrwgh lnrwe roon
0.0 ' iTiTTTiT
O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O
LO O LC) O UA O UA O CC) O 0 O UA O Cr) O UA O UA O U') O UA O 0 O Sri O Sri O
N N M M 't It rn rn CD (D r-- ti w w O O O O N N M M In
Flowrate (gpm)
System Curve 1 Pump 2 Pumps
2 of 2

CAVANAU G H
Pump System Design Spreadsheet - C = 120
Project: Hilltop Farm Location: Duplin County, NC Design By:
Project No: BE.21.015 Checked By:
Date: 2023-3-30
Description: Level Control Station (to Lagoon'#2')
System Reaulrements
System
Pi e i
Length of Pipe ft
inin
ftft
Pi e 3
ft
in
Daily Flow Rate
Design Period
=
=
gpdPipeDiameter
h.
Elevation Difference
ftgpm
gpm
Average Flow
=
gpm
BASIB
OF DESIGN
Pipe Area 0.196 fe
(additional flow)
(additional flow)
Peaking Factor
=
C-
Peak Flow
=
500
gpm
Velocity At Selected Flow (ft/sec) -
Nozzle Head
=
Pump Chosen:
Pressure Head
=
-ft
ft
4" Hog Manure
Duty Points: 1 Pump: 395 gpm ft 31.46 ft, 4.48 ftfsec
2 Pumps: 467
gpm 0 40.45 ft, 5.3 ft/sec
Step: -
Manufacturer's
System
Curve
Pump Curve Data
Friction Head Friction Head Friction Head
Velocity Head
Flow Rate Flow Rate Velocity
Elevation Head
Pipe 1
Pipe 2 Pipe 3
(SubmergedA FittingNalve Head
Nozzle Head
Pressure Head
TDH
TDH
GPM
(W/sec) (ft/sec)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
0.00
6.74
50.0
20
0.04
0.23
6.74
0.09
0,00
0.00
0.00
0.00
6.84
W40
0.00
0.00
7.09
60
0.13
0.68
6.74
0.70
0.00
0.04
0.00
0.00
7.48
80
M.18
0.91
6.74
1.1
.00
0.00
8.01
100
0.22
1.13
6.74
1.80
0.00
0.12
0.00
0.00
8.66
48.0
120
M.27
1.36
6.74
2.5
.00
0.00
9.43
140
0.31
1.59
6.74
3.35
0.00
0.23
0.00
0.00
10.33
160
0.36
1.82
6.74
0.00
11.34
45.0
180
0.40
2.04
6.74
5.34
0.00
0.39
0.00
0.00
1246
200
0.45
2.27
6.74
00
0.00
13.70
42.0
220
0.49
2.50
6.74
7.74
0.00
0.58
0.00
0.00
15,05
240
0.53
2.72
6.74
9.
.00
0.00
16.51
260
0.58
2.95
6.74
10.54
0.00
0.80
0.00
0.00
18.08
40.0
280
0.62
3.18
6.74
12.09
.00
0.00
19.76
300
0.67
3.40
6.74
13.73
-
0.00
1.07
0.00
0.00
21.54
38.0
320
0.71
3.63
6.74
15.4�
-
0.00
.00
23.43
340
0.76
3.86
6.74
17.31
-
0.00
1.38
0.00
0.00
25,43
360
0.80
4.09
6.74
19.2�
-
0.00
1.5' 0.00
�.00
27.52
35.0
380
400
0.85
0.89
4.31
4.54
6.74
6.74
21.27
23.38
0.00
.00
1.72 0.00
1.91 0.00
0.00
- 0.00
29.72
32.03
31.0
420
0.94
4.77
6.74
25.59
0.00
2.10
0.00
0.00
34A3
440
0.98
4.99
6.74
27.89
.00
2.31- 0.00
-0.00
36.93
460
1.02
5.22
6.74
30.28
-
0.00
2.52
0.00
0.00
39.54
28.0
480
M.07
5.45
6.74
32.76 -
0.00
2.7� 0.00
�.00
42.24
500
1.11
5.67
6.74
35.33
-
0.00
2.97
0.00
0.00
45.05
25.0
520
M.16
5.90
6.74
37.99
0.00
3.220.00
�.00
47.95
540
560
1.20
=25
6.13
6.35
6.74
6.74
40.74
43.5
0.00
.00
3.47
3.73
0.00
0.00
0.00
-0.00
50,95
54.05
20.0
580
1.29
6.58
6.74
46.50
0.00
4.00
0.00
0.00
57,24
6. 600
=34
6.81
6.74
49.5
.00
4.28
0.00
-0.00
60.53
15.0
620
640
1.38
1.43
7.04
7.26
6.74
6.74
52.60
55.78
-
-
0.00
0.00
4.57
4.87
0.00
0.00
0.00
�.00
63,92
67.40
660
1.47
7.49
6.74
59.05
-
0.00
5A8
0.00
0.00
70,97
11.0
680
1.52
7.72
6.74
62.41
-
0.00
5.50
0.00
�.00
74.65
700
1.56
7.94
6.74
65.84
0.00
5.83
0.00
0.00
78A1
5.0
720
=60
8.17
6.74
69.3
0.00
6.17
0.00
-0.00
82.27
740
1.65
8.40
6.74
72.97
0.00
6.52
0.00
0.00
86.23
760
=69
8.62
6.74
76.6
0.00
6.87
0.00
-0.00
90.27
780
800
1.74
=78
8.85
9.08
6.74
6.74
80.44
84.29
0.00
0.00
7.24
7.61
0.00
0.00
0.00
0.00
94A2
98.65
820
N 840
1.83
0.87
9.31
9.53
6.74
6.74
88.23
92.26
0.00
0.00
&00
8.40
0.00
0.00
0.00
0.00
102.97
107.39
860
880
1.92
1.96
9.76
9.99
6.74
6.74
96.36
100.55
0.00
0.00
8.80
9.21
0.00
0.00
0.00
0.00
111.90
116.50
900
920
2.01
2.05
10.21
10.44
6.74
6.74
104.82
109.17
- 0.00
- - 0.00
9.64
10.07
0.00
0.00
0.00
0.00
121.19
125.98
940
2.09
10.67
6.74
113.60
- -
0.00
10.51
0.00
0.00
130.85
Duty Points'
1 Pump
1.88
0.00
31.46
2 Pumps
2.59
0.00
40.45
Fitting/Valve Head,
Size in Description
K Factor
Oty
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 Exit
1.00
1
1.00
8 Tee (Run)
0.28
0
0.00
8 45' Elbow
0.22
0
0.00
8 Check Valve
0.22
0
0.00
8 Plug Valve
0.78
0
0.00
- 12" x 8" Reducer
1.89
0
0.00
12 Tee (Run)
0.23
0
0.00
12 45. Elbow
0.23
0
0.00
12 Plug Valve
0.39
0
0.00
12 90' Elbow
0.78
0
0.00
12 Pipe Exit
1.00
0
0.00
Total K: 5.95 FiftingNalve Head = K (vz / 2g)
1 of 2

Hilltop Farm
Level Control Station (to Lagoon '#2')
Pump Vs. System Curve
4" Hog Manure
ME
EM
cz 20.0
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10.0
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N N M M It It LO In Cfl CO ti I— w w O O O O O � N N M M qtT qtT LO
I- 1- r 1- r r 1- r 1- 1- 1-
Flowrate (gpm)
System Curve —1 Pump 2 Pumps
2 of 2

Narrative
'Hilltop Farm' will utilize existing barns with slotted floors over flushing pits to collect manure.
Upon flushing, Barns 1-8 will gravity flow waste through a 12" pipe to an influent lift Station (ILS). The
influent lift Station will utilize two 20 hp GEA pumps, with a typical flow of approx. 880 gpm (1 pump)
through an 8" HDPE (DR 17) forcemain into the anaerobic digester.
Upon flushing, Barns 9-16 will gravity flow waste through existing pipes to the digester.
After treatment in the anaerobic digester (1,606,748 cubic feet of total volume, 1,329,660 cubic feet at
Operating Level), the effluent will enter the Level Control Station (LC). The Level Control Station will
utilize two 10 hp GEA pumps, with a typical flow of approx. 400 gpm through a 6" HDPE (DR 17)
forcemain to existing Lagoon'#1' and existing Lagoon'#2'.

FLOOD HAZARD INFORMATION NOTES TO USERS SCALE
SEE PIS REPORT FOR ZONE DESCRIPTIONS AND INDEZMAP
THE INFORMATION DEPICTED ON THIS MAP AND SUPPORTING
DOCUMENTATION ARE ALSO AVAILABLE IN DIGITAL FORMATAT
HTTP://FRIS.NC.GOV/FRIS
-WilhoulB nSej Flood Elevation (BEE)
With BFE or Depth—. aE. Ao, aH, vE aN
SPECRI-R-001) — Regulatory Floodway
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Area, of Less Than One Square Mile
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»»»»»m Axretlited Or Provisionally Accredited
GENERAL Levee, Dike, u, Flaadwall
STRUCTURES ............ Nan -.¢,edited Levee, Dike, a, Floodwall
North Carolina Geodetic Survey bench mark
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Cm„Sector, wit l%Annual Chance
Water Surface Elevation (SEE
aO----- Coastal Tran,ect
— — — - Coastal Transect Baseline
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Hydrgmphic Feature
OTREt LJmitoi Study
FEATURES ,..._..--- ---------
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02/16/06

DocuSign Envelope ID: E40DCD53-F7E04813-B95B-1CS76B48D9B9
ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
RICHARD E. ROGERS, JR.
Director
Wesley Mewborn
Hilltop Farm
403 Peachtree St.
Kenansville, NC 28349
Dear Wesley Mewborn:
NORTH CAROLINA
Environmental Quality
April 5, 2022
Subject: Certificate of Coverage No. AWS310056
Hilltop Farm
Swine Waste Collection, Treatment,
Storage and Application System
Duplin County
In accordance with your change of ownership request, we are hereby forwarding to you this Certificate of
Coverage (COC) issued to Wesley Mewborn, authorizing the operation of the subject animal waste
management system in accordance with General Permit AWG100000. 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 Hilltop Farm, located in Duplin County, with a swine animal capacity of no greater than the
following annual averages:
Wean to Finish: Feeder to Finish: 12,800 Boar/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
boars are 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 AWS310056 that was previously issued to this facility. Pursuant to this
COC, you are 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.
If D_E Q�a� North Carolina Departrent of Environmental Quality I Division of Water Resources
512 North Salisbury Street 11636 Mail Service Center I Raleigh, North Carolina 27699-1636
Haim-aa 919.70T9129

DocuSign Envelope ID: E40DCD53-F7E0-4813-B95B-i C878B48D989
Please pay careful attention to the record keeping and monitoring conditions in this permit Stocking and
Mortality Form (STOCK-1) has been updated• all other record keeping forms are unchanged with this
If your Waste Utilization Plan (WUP) has been developed based on site -specific information, careful
evaluation of future samples is necessary. Should your records show that the current WUP is inaccurate
you will need to have a new WUP developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Per 15A NCAC 02T .1304 and NRCS standards a 100-foot separation shall be maintained between water
supply wells and any lagoon, storage pond, or any land application of waste.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the Animal Feeding Operations Program for information on
this process. Unless such a request is made within 30 days, this COC shall be final and binding.
In accordance with Condition II.23 of the General Permit, waste application shall cease within twelve (12)
hours of the time that the National Weather Service issues a Hurricane Waming, Tropical Storm Warning,
or a Flood Watch/Flash Flood Watch associated with a tropical system for the county in which the facility
is located. You may find detailed watch/waming information for your county by calling the
Newport/Morehead City, NC National Weather Service office at [phone], or by visiting their
website at: www,weather.eov/mhx/
This facility is located in a county covered by our Wilmington Regional Office. The Regional Office staff
may be reached at 910-796-7215. If you need additional information conceming this COC or the General
Permit, please contact the Animal Feeding Operations Program staff at [phone].
Sincerely,
Doe uelpned by:
E t'
5E B CD_
for car ogers, JR.
Director, Division of Water Resources
Enclosures (General Permit AWG100000)
cc: (Certificate of Coverage only for all ccs)
Duplin County Health Department
Duplin County Soil and Water Conservation District
Laserfiche File No. 310056
Maxwell Foods, LLC
% E Q'� North Carolina Department ofEnvvonmental Qualitv I Division of Water Resources
512 North Salisbury Street 1 1636 Mail Service Center I Raleigh, North Carolina 27699-1636
919.707.9129

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Animal Feeding Operations Permit Application Form
fTHI,S FOR;11 bkl Y BE PHOTOCOPIED FOR USE A S.IN ORIGhV.IL)
State General Permit - Existing Animal Waste Operations
L GENERAL INFORMATION:
I.I Facility name: Hilltop Farm
1.2 Print Land Owner's name: Wesley Mewbom
1.3 Mailing address: 403 Peachtree S[
City, State: Kenans_ille, NC
Zip: 2N49
Telephone number (include area code): ( 910 ) 290 - 1354
1.4 Physical address: 331 E. Wards Bridge Rd.
City, State: Kenansytlte, NC
Zip: 28349
Telephone number (include area code): (_)
1.5 County where facility is located: Duplin
1.6 Facility location (directions from nearest major highway, using SR numbers for state roads): 331E Wards Bridge Rd
1.7 Farm Manager's name (if different from Land Owner): _
1.8 Lessee's,, Integrator's name (if applicable; circle which type is listed): Smithfield HP
1.9 Facility's original start-up date: _ Date(s) of facility expansion(s) (if applicable): _
2. OPERATION INFORMATION:
2.1 Facility number: 31-56
2.2 Operation Description:
Please enter the Design Capacity of the system.
waste management structures were designed.
The "No. of Animals" should be the
maximum number for which
the
Type of Swine No of Animals
❑ Wean to Feeder
Type of Poultry No. of Animals
Type of Cattle No. of Animals
❑ Feeder to Finish
❑ Laver
---
El Beef Brood Cow —
—
❑ Farrow to Wean (# sow)
ElNon-LayerEl
Beef Feeder —
❑ Farrow to Feeder (# sow)
❑ Turkey
El Beef Stocker Calf —
—
❑ Farrow to Finish (# sow)
❑ Turkey Poults
El Dairy Calf
—
�EfDairy
Wean to Finish (# sow) 1515 026
❑ - Heifer —
❑ Gilts
❑Cow
Dry —
❑ Boar/Stud
❑ Milk Cow —
❑ Other Type of Livestock on the farm:
— No. of Animals:
FORM: AWO-STATE-G-E 1/10/06
Page 1 of 5

3.
4.
2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): 80.28 Required Acreage (as listed in the CAWMP): 8028
2.4 Number of lagoons: 3 Total Capacity (cubic feet): 2.741,834 Required Capacity (cubic feet): 2,530,689
Number of Storage Ponds: Total Capacity (cubic feet): Required Capacity (cubic feet):
2.5 Are subsurface drains present within 100' of any of the application fields? YES or Q O circle one)
2.6 Are subsurface drains present in the vicinity or under the waste management system? or NO (circle one)
2.7 Does this facility meet all applicable siting requirements? YE or NO (circle one)
REQUIRED ITEMS CHECKLIST:
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item.
3.1 One completed and signed original and two copies of the application for State General Permit -
A h ants Initials
Animal Waste Operations,
3.2 Three copies of a general location map indicating the location of the animal waste facilities and
field locations
where animal waste is land applied and a county road map with the location of
the facility indicated;
3.3 Three copies of the entire Certified Animal Waste Management Plan (CAWMP). If the facility
does not have a CAWMP, it must be completed prior to submittal of a permit application for
animal waste operations.
The CA WMP must include the following components. Some of these components may not have been
required at the time
the futility was certified but should be added to the CA 6VA1p for permitting purposes:
3.3.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available Nitrogen (PAN) produced and
utilized by the facility
3.3.2 The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
3.3.3 A map of every field used for land application
3.3.4 The soil series present on every land application Field
3.3.5 The crops grown on every land application field
3.3.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP
3.3.7 The PAN applied to every land application field
3.3.8 The waste application windows for every crop utilized in the WUP
13.9 The required NRCS Standard specifications
3.3.10 A site schematic
3.3.1 I Emergency Action Plan
3.3.12 Insect Control Checklist with chosen best management practices noted
3.3.13 Odor Control Checklist with chosen best management practices noted
3.3.14 Mortality Control Checklist with the selected method noted
3.3.15 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
3.3.16 Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your
submittal. (Composting, waste transfers, etc.)
APPLICANT'S CERTIFICATION:
FORM: AWO-STATE-G-E 1/10/06 Page 2 of 5

L UKj R- Q I �2W�0 (ry (Land Owner's name listed in question 12), attest that
this application for �� �� op 0. Yyr, (Facility name listed in question L I )
has been reviewed by me and is accurate a d complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application
package will be returned to me as incomplete.
Signature %L Date>C —1-21-1.02-2
5. MANAGER'S CERTIFICATION: (complete only it different From the Land Owner)
(Manager's name listed in question 1.6), attest that this
application for (Facility name listed in question I.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 QUALITY
AQUIFER PROTECTION SECTION
ANIMAL FEEDING OPERATIONS UNIT
1636 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1636
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
6. SURFACE WATER CLASSIFICATION:
FORM: AWO-STATE-G-E 1/10/06 Page 3 of 5

This form must be completed by the appropriate DWQ 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 I through 6
completed, to the appropriate Division of Water Quality Regional Aquifer Protection Supervisor (see page 6 of 10). At a
minimum, you must include an 8.5" by I I" copy of the portion of a 75 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.
6.1 Farm Name:
6.2 Name & complete address of engineering firm:
Telephone number: (_ ) _ -
6.3 Name of closest downslope surface waters:
6.4 County(ies) where the animal waste management system and surface waters are located
6.5 Map name and date:
6.6 NC Professional's Seal (If appropriate), Signature, and Date:
TO: REGIONAL AQUIFER PROTECTION 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:
Classification (as established by the Environmental Management
Proposed classification, if applicable:
Signature of regional office personnel:
(All attachments must be signed)
Date:
FORM: AWO-STATE-G-E 1/10/06
Page 4 of 5

DIVISION OF WATER QUALITY REGIONAL OFFICES (9/05)
Asheville Regional APS Supervisor
2090 U.S. Highway 70
Swannanoa. NC 28778
[phone]
Fax [phone]
Avery
Macon
Buncombe
Madison
Burke
McDowell
Caldwell
Mitchell
Cherokee
Polk
Clay
Rutherford
Graham
Swain
Haywood
Transylvania
Henderson
Yancey
Jackson
Fayetteville Regional APS Supervisor
225 Green Street, Suite 714
Fayetteville, NC 28301-5094
[phone]
Fax [phone]
Washington Regional APS Supervisor
943 Washington Square Mall
Washington, NC 27889
[phone]
Fax [phone]
Beaufort Jones
Bertie
Lenoir
Camden
Martin
Chowan
Pamlico
Craven
Pasquotank
Currituck
Perquimans
Dare
Pitt
Gates
Tyrell
Greene
Washington
Hertford
Wayne
Hyde
Mooresville Regional APS Supervisor
610 East Center Avenue
Mooresville, NC 28115
[phone]
Fax [phone]
Raleigh Regional APS Supervisor
1628 Mail Service Center
Raleigh, NC 27699-1628
[phone]
Fax [phone]
Chatham
Nash
Durham
Northampton
Edgecombe
Orange
Franklin
Person
Granville
Vance
Halifax
Wake
Johnston
Warren
Lee
Wilson
Wilmington Region APS Supervisor
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
[phone]
Fax [phone]
Anson
Moore
Alexander
Lincoln
Brunswick New Hanover
Bladen
Richmond
Cabarrus
Mecklenburg
Carteret Onslow
Cumberland
Robeson
Catawba
Rowan
Columbus Pender
Harnett
Sampson
Cleveland
Stanly
Duplin
Hoke
Scotland
Gaston
Union
Montgomery
Iredell
Winston-Salem Regional APS Supervisor
585 Waughtown Street
Winston-Salem, NC 27107
[phone]
Fax [phone]
Alamance
Rockingham
Alleghany
Randolph
Ashe
Stokes
Caswell
Starry
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadkin
Guilford
FORM: AWO-STATE-G-E 1/10/06 Page 5 of 5

Animal Waste Management Plan Certification
(Please type or print all information that does not require a signature)
Itxisting for New or Expanded (please circle one)
General Information:
Name of Farm-
Owner(s) Name:
Mailing Address:
Farm Location:
Latitude and Longitude:
ffbb'37"/3502'21"
Facility No: 31-56
Phone No: 910-290-1354
Duplin
Inte rator M h B
g urp y rown
Please attach a copy of a county road map with location Identified and described below (Be specific: road
names, directions, milepost, etc.): 331 E. Wards Bridge Rd. Kenansville
Operation Description
Type of Swine No. of Animals Type of Poultry No. of Animals Type of Cattle No. of Animals
Wean to Feeder 0 Layer Dairy
0 Feeder to Finish El Pullets Beef
Farrow to Wean
Farrowto Feeder
Farrow to Finish
UQ Wean to Finish 15,026
El Gilts
Boars
Expanding Operation Only
Previous Design Capacity Additional Design Capacity Total Design Capacity
A ,, n....;i_u_
_ ,,rr,, o.'... ov.co NequlreoAcreage: 80.28
Number of Lagoons / Storage Ponds: 3 Total Capacity: 2,741,834 Cubic Feet (ft3)
Are subsurface drains present on the farm: Yes or No (please circle one)
If YES: are subsurface drains present in the area of the LAGOON or SPRAY FIELD (please circle one)
Owner / Manager Agreement
I (we) verify that all the above information is correct and will be updated upon changing. I (we) understand the operation and
maintenance procedures established in the approved animal waste management plan for the farm named above and will implement
these procedures. I (we) know that any expansion to the existing design capacity of the waste treatment and storage system or
construction of new facilities will require a new certification to be submitted to the Division of Environmental Management before the
new animals are stocked. I (we) understand that there must be no discharge of animal waste from the storage or application system
to surface waters of the state either directly through a man-made conveyance or from a storm event less severe than the 25 - year,
24 - hour storm and there must not be run-off from the application of animal waste. I (we) understand that run-off of pollutants from
lounging and heavy use areas must be minimized using technical standards developed by the Natural Resources Conservation
Service. The approved plan will be filed at the farm and at the office of the local Soil and Water Conservation District. I (we) know
that any modification must be approved by a technical specialist and submitted to the Soil and Water Conservation District prior to
implementation. A change in land ownership requires written notification to DEM or a new certification (if the approved plan is
changed) within 60 days of a title transfer.
Name of Land Owne
Signature:x Wj
Name of Manager (if
Signature:
from owner):
Date:
Date
AWC -- August 1, 1997

Technical Specialist Certification
I. As a technical specialist designated by the North Carolina Soil and Water Conservation Commission
pursuant to 15A NCAC 6F .0005. 1 certify that the animal waste management system for this farm named
above has an animal waste management plan that meets or exceeds standards and specifications of the
Division of Environmental Management (DEM) as specified in 15A NCAC 2H.201 and the USDA -Natural
Resources Conservation Service (NRCS) 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 are
included in the plan as applicable. While each category designates a technical specialist who may sign each
certification (SD, SI, WUP, RC, 1), the technical specialist should only certify parts for which they are
technically competent.
IL Certification of Design
A) Collection. Storage Treatment System
Check th ppropriate box
Existing facility without retrofit (SD or WUP)
Storage volume is adequate for operation capacity: storage capability consistent with waste
utilization requirements.
0 New, expanded or retrofitted facility (SD)
Animal waste storage and treatment structures, such as but not limited to collection systems,
lagoons and ponds, have been designed to meet or exceed the minimum standards and
specifications.
Name of Technical Specialist (Please Print). Toni W. King
Affiliation Murphy -Brown, LLC Date Work Completed:
Address (Agency J: P.O. Box 856, Warsaw, NC 2839E Phone No. [phone]
Signature: �r _1 "-C Date: 14-I -ZZ
B) Land Application Site (WUP)
The plan provides for minimum separations (buffers); adequate amount of land for waste utilization;
chosen crop is suitable for waste management hydraulic and nutrient loading rates.
Name of Technical Specialist (Please Print): Toni King
Affiliation Murphy -Brown, LLC Date Work Completed:
Address (AgencyJa P.O. Box 856, Warsaw, NC 2839E Phone No. [phone]
Signature: ,. y Date: L4-t -Z-r_
C) Runoff Controls from Exterior Lots
Check the appropriate box
E�Facility without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
0 Facility with exterior lots (RC)
Methods to minimize the run off of pollutants from lounging and heavy use areas have been
designed in accordance with technical standards developed by NRCS.
Name of Technical Specialist (Please Print): Toni W. King
Affiliation Murphy -Brown, LLC Date Work Completed:
Address (Agency) P.O. Box 856, Warsaw, NC 2839E Phone No. [phone]
Signature: n � V _. �r Date: L} - 1
AWC --August 1, 1997 2

D). Aoloication and Handling Equipment
Check th appropriate box
I VI Existing or expanding facility with existing waste application equipment (WUP or 1)
Animal waste application equipment specified in the plan has been either field calibrated or
evaluated in accordance with existing design charts and tables and is able to apply waste as
necessary to accommodate the waste management plan: (existing application equipment can cover
the area required by the plan at rates not to exceed either the specified hydraulic or nutrient loading
rates. A schedule for timing of applications has been established; required buffers can be
maintained and calibration and adjustment guidance are contained as part of the plan).
❑ New, expanded or existing facility without existing waste application equipment for spray irrigation
(1)
Animal waste application equipment specified in the plan has been designed to apply waste as
necessary to accommodate the waste management plan: (proposed application equipment can
cover the area required by the plan at rates not to exceed either the specified hydraulic or nutrient
loading rates; a schedule for timing of applications has been established: required buffers can be
maintained: calibration and adjustment guidance are contained as part of the plan).
L:1 New, expanded or existing facility without existinq waste application equipment for land soreadin
not using spray irrigation. (WUP or 1)
Animal waste application equipment specified in the plan has been selected to apply waste as
necessary to accommodate the waste management plan: (proposed application equipment can
cover the area required by the plan at rates not to exceed either the specified hydraulic or nutrient
loading rates: a schedule for timing of applications has been established; required buffers can be
maintained: calibration and adjustment guidance are contained as a part of the plan).
Name of Technical Specialist (Please Print)
Affiliation Murphy -Brown, LLC
Address (Agely): P.O. Box 856, Warsaw, N
Signature: ��n�
E) Odor Control. Insect Control, Mortality Ma a
Toni W. King
Date Work Completed:
Phone No.. [phone]
Date. y-1-7-L—
SI, WUP. RC or I) `J
The waste management plan for this facility includes a Waste Management Odor Control Checklist,
an Insect Control Checklist, a Mortality Management Checklist and an Emergency Action Plan.
Sources of both odors and insects have been evaluated with respect to this site and Best
Management Practices to Minimize Odors and Best Management Practices to Control Insects have
been selected and included in the waste management plan. Both the Mortality Management Plan
and the Emergency Action Plan are complete and can be implemented by this facility.
Name of Technical Specialist (Please Print): Toni W. King
Affiliation Murphy -Brown, LLC Date Work Completed:
Address (Agent P.O. Box 856, War aW, NC 2839E Phone No. [phone]
Signature: tQj� .�. Date: 1 - j - Z 7—
F) Written Notice of New or Expanding Swine F
The following signature block is only to be used for new or expanding swine farms that begin
construction after June 21, 1996. If the facility was built before June 21, 1996, when was it
constructed or last expanded
I (we) certify that I (we) have attempted to contact by certified mail all adjoining property owners and
all property owners who own property located across a public road, street or highway from this new
or expanding swine farm. The notice was in compliance with the requirements of NCGS 106-805.
A copy of the notice and a list of property owners notified is attached.
Name of Land Owner:
Signature: Date:
Name of Manager (if different from owner):
Signature: Date
AWC -- August 1, 1997

III. Certification of Installation
A) Collection, Storage Treatment Installation
New, expanded or retrofitted facility (Sp
Animal waste storage and treatment structures, such as but not limited to lagoons and ponds, have
been installed in accordance with the approved plan to meet or exceed the minimum standards and
specifications.
For existing facilities without retrofits, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation
Address (Agency):
Signature:
B) Land Application Site (WUP)
Date Work Completed:
Phone No.:
Date:
Check the appropriate box
The cropping system is in place on all land as specified in the animal waste management plan.
Conditional Approval: all required land as specified in the plan is cleared for planting: the
cropping system as specified in the waste utilization plan has not been established and the owner
has committed to establish the vegetation as specified in the plan by (month/day/year);
the proposed cover crop is appropriate for compliance with the waste utilization plan.
Also check this box if appropriate
If the cropping system as specified in the plan can not be established on newly cleared
land within 30 days of this certification, the owner has committed to establish an interim
crop for erosion control:
Name of Technical Specialist (Please Print): Toni W. King
Affiliation Murphy -Brown, LLC Date Work Completed:
Address (Agency): P.O. Box 856, Warsaw, NC 2839E Phone No.: [phone]
Signature: �p '_ \ _ l.� Date1 -2z
This following signature block is only to be used when the box for conditional approval in III. B
I (we) certify that I (we) have committed to establish the cropping system as specified in my (our) waste
utilization plan, and if appropriate to establish the interim crop for erosion control, and will submit to DEM a
verification of completion from a Technical Specialist within 15 calendar days following the date specified in the
conditional certification. I (we) realize that failure to submit this verification is a violation of the waste
management plan and will subject me (us) to an enforcement action from DEM.
Name of Land Owner:
Signature: Date.
Name of Manager (if different from owner):
Signature: Date
AWC -- August 1, 1997

C) Runoff Controls from Exterior Lots (RC)
Facility with exterior lots
Methods to minimize the run off of pollutants from lounging and heavy use area have been installed
as specified in the plan.
For facilities without exterior lots, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation Date Work Completed:
Address (Agency): Phone No.:
Signature:
Date:
D) Application and Handling Equipment Installation (WUP or 1)
Check the appropriate ock
El Animal waste application and handling equipment specified in the plan is on site and
ready for use; calibration and adjustment materials have been provided to the owners
and are contained as part of the plan.
0 Animal waste application and handling equipment specified in the plan has not been
installed but the owner has produced leasing or third party application and has provided
a signed contract: equipment specified in the contract agrees with the requirements of
the plan: required buffers can be maintained: calibration and adjustment guidance
have been provided to the owners and are continued as part of the plan.
0 Conditional approval: Animal waste application and handling equipment specified in
the plan has been purchased and will be on site and installed by
(month/day/year); there is adequate storage to hold the waste until the equipment is
installed and until the waste can be land applied in accordance with the cropping
system contained in the plan; and calibration and adjustment guidance have been
provided to the owners and are contained as part of the plan.
Name of Technical Specialist (Please Print): Toni W. King
Affiliation Murphy -Brown, LLC Date Work Completed:
Address (Agency): P.O. Box 856, W rsaw, NC 2839E Phone No.: [phone]
Signature:=yam `- — Date:
The following signature block is only used w ten the box for conditional approval in III D above
has been checked.
I (we) certify that I (we) have committed to purchase the animal waste application and handling equipment as
specified in my (our) waste management plan and will submit to DEM a verification of delivery and installation
from a Technical Specialist within 15 days following the date specified in the conditional certification. I (we)
realize that failure to submit this verification is a violation of the waste management plan and will subject me (us)
to an enforcement action from DEM.
Name of Land Owner
Signature: Date:
Name of Manager (if different from owner):
Signature: Date
E) Odor Control, Insect Control and Mortality Management (SD SI WUP RC or 1)
Methods to control odors and insects as specified in the Plan have been installed and are operational. The
mortality management system in the Plan has also been installed and is operational.
Name of Technical Specialist (Please Print): Toni W. King
Affiliation Murphy -Brown, LLC Date Work Completed:
Address (Agency . P.O. Box 856, saw, INC 2839E Phone No.. [phone]
Signature: d��.� '-- Date: - k^ZZ
AWC -- August 1, 1997

Please return the completed form to the Division of Water Quality at the following Address:
Department of Environment Health and Natural Resources
Division otr Water 6uality
Water Quality Section, Compliance Group
P.O. Box 29535
Raleigh, NC 27626-0535
Please remember to submit a copy of this form along with the complete Animal Waste
Management Plan to the local Soil and Water Conservation District Office and to keep a
copy in your files with your Animal Waste Management Plan.
AWC -- August 1, 1997

Murphy -Brown, LLC
Grower(s):
Farm Name:
6/24/2022 2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
NUTRIENT UTILIZATION PLAN
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Wean to Finish
Feeder to Finish
Gilts
Storage Period:
Application Method:
Wesley Mewborn
Hilltop Farm Facillity 31-56
>180 days
Irrigation
.agoon
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen
Either of these conditions may result in runoff to surface waters which is not allowed
under DWR regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1of11

This plan is based on the waste application method shown above. If you choose to change
methods in the future, you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. In some cases you may want to have plant analysis made, which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, ft', tons, etc.):
Capacity Type Waste Produced per Animal Total
Farrow to Wean
3203 gal/yr
gal/yr
Farrow to Feeder
3861 gal/yr
gal/yr
Farrow to Finish
10478 gal/yr
gal/yr
Wean to Feeder
191 gal/yr
gal/yr
15026
Wean to Finish
776 gal/yr
11,660,176 gal/yr
Feeder to Finish
927 gal/yr
gal/yr
Gills
1015 gal/yr
gal/yr
Boars
2959 gal/yr
gal/yr
Total 11,660,176 galtyr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
Capacity Type Nitrogen Produced per Animal Total
Farrow to Wean
3.84 Ibs/yr
Ibs/yr
Farrow to Feeder
6.95 Ibs/yr
Ibs/yr
Farrow to Finish
18.86 Ibs/yr
Ibs/yr
Wean to Feeder
0,34 Ibs/yr
Ibs/yr
15026
Wean to Finish
1.4 Ibs/yr
21,036 Ibs/yr
Feeder to Finish
1.67 Ibs/yr
Ibs/yr
Gilts
1.83 lbs/yr
Ibs/yr
Boars
5.33 Ibs/yr
Ibs/yr
Total 21,036 Ibs/yr
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage: 93.23
Total N Required 1st Year: 27459.92
Total N Required 2nd Year: 0.00
Average Annual Nitrogen Requirement of Crops: 27,459.92
Total Nitrogen Produced by Farm: 21,036.40
Nitrogen Balance for Crops: (6,423.52)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2 of 11

Reception Area Specifications
Tract Field Irrigated Soil 1st Crop Time to 1st Crop 1st Crop Lbs N/Ac Lba N Total Ibs N
Acre a e T e Code A ply Yield Ibs N/Unit Residual /Ac Utilized
72772 Pivot Nort 9.53 LuA C MarchSe 4.5 43 193.5 1844.055
72772 4 0.76 MCC C March -Sept 4.8 46
2nd Crop Time to 2nd Crop 2nd Crop Lbs N/Ac Lbs N Totallb.1,11
Code Apply Yield Ibs N/Unit Residual /Ac Utilized
L Se -A nl 7 50 50 476.5
L Se -q nl 1 50 50 38
L Se - nl i 50 50 78.5
K Se -A nl 7 50 50 289.5
K Se -A nl 1 50 50 93.5
K Se - nl 1 50 50 80
K Sa -A nl 7 50 50 93.5
K Se -A nl 1 50 50 113
K Se - fit 1 50 50 125.5
K Se -A nl 7 50 50 50.5
L Se -A ril 1 50 50 124
L Se - nl 11 50 I 50 168
L Se - nl 1 50 50 1 220.5
L Se -A ril 1 I 50 50 239.5
L Se nl -A 1 50 50 66
L Se - nl 1 50 50 905
L Se -A nl 1 50 50 1500
Total
Lbs N/Ac
243.5
270.8
261.2
208.4
208.4
252.125
252,125
252.125
252.125
252.125
319.5
319.5
319.5
319.5
319.5
319.5
319.5
Total Ibs N
Utilized
2320.555
205.808
410.084
1206.636
389.708
403A
4714738
569.8025
632.8338
254.6463
792.36
1073.52
1408.995
7530.405
421.74
5782.95
9585
72772
5
1.57
BnB
C
MarchSe
t 4.4
48
220.8
211.2
167.808
72772
6A
5.79
BnB
B
MarchSe
4.4
38
158.4
331.584
72772
72772
6B
7
1.87
1.6
7.87
2.26
2.57
7.01
2.48
3.36
4.41
4.79
1.32
18.1
30
Bne
AuB
AuB
Au8
AuB
AUB
AuB
AuB
AuB
AuB
Au 8
AuB
AuB
B
B
B
B
B
B
C
C
C
C
C
C
C
March-Sa
MarchSe
MarchSe
March-Sa
MarchSe
Ma1ChSe
March -Se
March -Se
March -Se
March -Se
March -Se
MarchSe t
March -Se
4.4
t 5.5
5.5
5.5
5.5
5.5
5.5
5.5
5.5
5.5
5.5
5.5
5.5
36
36.75
36.75
36.75
36.75
38.75
49
49
49
49
49
49
49
158.4
202.125
202.125
202.725
202.125
202.125
269.5
269.5
269.5
269.5
269.5
269.5
269.5
917.736
296.208
323.4
377.9738
456.8025
507.3338
204.14W
668.36
905.52
1188.495
1290.905
355.74
4877.95
8085
72772
72772
8
9
72172
72772
72762
72762
72162
72162
72162
72162
10
71
12
13
14
15
16
Pivot Was
ieId Benso
Leased
"
OPTIONAL"
72162
72162
72162
72162
23
24
25
26
3.2
3.69
5.56
4.6
AuB
AuB
AuB
AuB
C
C
C
C
March -Se
MarchSe
March -Se
March -Se
5.5
5.5
5.5
5.5
49
49
49
49
269.5
269.5
269.5
269.5
862A
994.455
1498.42
1239.7
L
L
L
L
Se - nl
Se - nl
Se -A nl
Se -q nl
1
1
1
1
50
so
50
50
50
50
50
50
160
184.5
278
230
319.5
319.5
319.5
319.5
10224
1178.955
1776.42
1469.7
Totals: 93.23 27393.39 5514 27459.92
3(a) of 11

3(b)of 11

This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care
should be exercised not to let small grain reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will definitely interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code Crop
A
Barley
B
Grazed Hybrid Bermudagrass
C
Hybrid Bermudagrass Hay
B/C
Comb. Hybrid Bermudagrass
D
Corn - Grain
E
Corn - Silage
F
Cotton
G
Grazed Fescue
H
Fescue Hay
Oats
Rye
K
Grazed Overseed
L
Overseed Hay
M
Grain Sorghum
N
Wheat
O
Soybean
P
Pine Trees
S
Small Grain
CC
Cover Crop
SWG
Swithgrass
Description -Harvested As
Grain Crop
Pasture/Grazed
Hay
Graze/Hay Combination
Grain Crop
Silage
Cotton Lint
Pasture/Grazed
Hay
Grain Crop
Grain Crop
Pasture/Grazed (Seeded in Bermudagrass)
Hay (Seeded in Bermudagrass)
Grain Crop
Grain Crop
Grain Crop
Pine Trees
Grain Crop/ Hay (After Grain Crop)
Not Harvested; Burned/Disked In
Biomass Crop
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed may, and most likely will be, more than the acres shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
4of11

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications
PAN/ r/animal Farm Total/ r
Farrow to Wean
0.8
Farrow to Feeder
0.96
Farrow to Finish
3.9
Wean to Feeder
0,07
15026 Wean to Finish
0.27 4057.02
Feeder to Finish
0.34
Gilts
0.39
Boars
0.55
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 4057.02 pounds of plant available nitrogen per year and will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
If you remove the sludge every 5 years, you will have approximately 20285.1 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 67 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 162.2808 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil
structure, soil texture, water droplet size, and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
'This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for >180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
5of11

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Soil
Application Rate
Application Amount
Tract
Hydrant
Type
Crop
in/hr
*inches
72172
Pivot North
LuA
C
0.5
1
72172
4
MCC
C
0.65
1
72172
5
BnB
C
0.75
1
72172
6A
BnB
B
0.75
1
72172
6B
BnB
B
0.75
1
72172
7
AuB
B
0.6
1
72172
8
AuB
B
0.6
1
72172
9
AuB
B
0.6
1
72172
10
AuB
B
0.6
1
72172
11
AuB
B
0.6
1
72162
12
AuB
C
0.6
1
72162
13
AuB
C
0.6
1
72162
14
AuB
C
0.6
1
72162
15
AuB
C
0.6
1
72162
16
AuB
C
0.6
1
72162
Pivot West
AuB
C
0.6
1
Leased
7ield Benso
AuB
C
0.6
1
OPTIONAL
72162
23
AuB
C
0.6 1
72162
24
AuB
C
0.6 1
72162
25
AuB
C
0.6 1
72162
26
AuB
C
0.6 1
6of11

Additional Comments:
4/1/2022 This plan has been revised to show a change in permit from a 12,800
feeder to finish to a 15,026 wean to finish. Pulls 1-3 have been replaced with
pivot North and Pulls 17-22 have been replace with pivot West. Fields 4,5 and
F1 have been removed and pulls 23-26 have been changed from row crops
bermuda and are currently optional.
The leased Feld will be applied on using a honey wagon or Aerway and is a
uired
7of11

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm:
Owner:
Manager:
OwnerlManager Agreement:
Hilltop Farm Facillity 31-56
Wesley Mewborn
I/we understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. I/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWR before the new
animals are stocked.
I/we understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWR upon request.
Name of Facility Owner:
Signature:
Wesley Mewborn
Name of Manager (if different from owner):
Signature:
Name of Technical Specialist:
Affiliation:
Address:
Signature:
Telephone: [phone]
22-2ot'L
Date
- ID-a2
8of11

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

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

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
17 A protective cover of appropriate vegetation will be established on all disturbed areas (lagoon
embankments, berms, pipe runs, etc.). Areas shall be fenced, as necessary, to protect the
vegetation. Vegetation such as trees, shrubs, and other woody species, etc., are limited to areas
where considered appropriate. Lagoon areas should be kept mowed and accessible. Berms and
structures should be inspected regularly for evidence of erosion, leakage, or discharge.
18 If animal production at the facility is to be suspended or terminated, the owner is responsible for
obtaining and implementing a "closure plan" which will eliminate the possibility of an illegal
discharge, pollution and erosion.
19 Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular basis to
prevent breakdowns, leaks and spills. A regular maintenance checklist should be kept on site.
20 Animal waste can be used in a rotation that includes vegetables and other crops for direct human
consumption. However, if animal waste is used on crops for direct human consumption, it should
only be applied pre -plant with no further applications of animal waste during the crop season.
21 Highly visible markers shall be installed to mark the top and bottom elevations of the temporary
storage (pumping volume) of all waste treatment lagoons. Pumping shall be managed to
maintain the liquid level between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
22 Waste shall be tested within 60 days of utilization and soil shall be tested at least annually at crop
sites where waste products are applied. Nitrogen shall be the rate -determining nutrient, unless
other restrictions require waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the soil shall be monitored
and alternative crop sites shall be used when these metals approach excessive levels. pH shall be
adjusted and maintained for optimum crop production. Soil and waste analysis records shall be
kept for a minimum of five years. Poultry dry waste application records shall be maintained for a
minimum of three years. Waste application records for all other waste shall be maintained for a
minimum of five years.
23 Dead animals will be disposed of in a manner that meets North Carolina regulations.
11 of 11

IRRIGATION DESIGN FOR:
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Address: 331 E. Wards Bridge Rd
Kenansville, INC 28349
County: Duplin
ANAEROBIC
FARM INFORMATION
Nursery
Wean to Finish:
Finishing:
Farrow to weanling:
Farrow to feeder:
Farrow to finish:
Boars:
Storage Period:
25 Yr. / 24 Hr Storm Event
"Heavy Rain" Factor
Rainfall in Excess of Evaporation
Additional Water Usage:
Additional Drainage Area:
Checked By: DSE
Date: 04/01 /22
Sheet 1 of 7
Farm Population:
Not Applicable
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape? (Y/N)
Does Operator Want Emergency Spillway? (Y/N)
Was This Design Built Prior to Sept. 1996? (Y/N)
Is Drain Tile Req'd to Lower SHWT? (Y/N)
Seasonal High Water Table Elev: — -----------------
Freeboard: ------------------
Emergency Spillway Flow Depth: Not Applicable
Side Slopes: -------------------
Inside Top Length: -------------------
Inside Top Width: -------------------
Top of Dike Elevation: ----------------
Finished Bottom Elevation: ----------------
Start Pump Elevation: ----------------
Stop Pump Elevation: ----------------
LAGOON VOLUME REQUIRED VOL.
StormStor=
43125
(Cu.Ft.)
Temporary =
137167
(Cu.Ft.)
Permanent =
396865
(Cu.Ft.)
Total Volume = 677,157 (Cu
Depth
13.00 Ft.
20.4 In.
49.2 In.
DESIGN VOLUMES
45,505 (Cu.Ft.)
144,251 (Cu.Ft.)
399.192 (Cu.Ft.)
1/2 Treatment Volume = 198,433 (Cu.Ft.)
1/2 Treatment Volume Elevation = 31.53 Ft.
90 Temporary Storage Volume Elevation = 36.40 Ft.
Min. Required Liner Thickness
Lagoon Surface Area: (Inside TOD)
N
N
Y
N
0
3451 Hd.
0
0
0
0
0
180 Days
7.5 In.
7.0 In.
0
0
34.30 Ft,
1.0 Ft.
3 :1 (H:V)
240.0 Ft.
287.5 Ft.
39.50 Ft.
26.50 Ft.
37.80 Ft.
35.40 Ft.
% REQ'D.
105.52%
105.16%
100.59%
95.65 In.
37.23 In.
1.9 Ft.
69,000 S.F.
Murphy -Brown, LLC Engineering P.O. Box 856,Warsaw, NC 28398 [phone]

Address: 331 E. Wards Bridge Rd Checked By: DSE
Kenansville, NC 28349 Date: 04/01/22
County: Duplin Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: I Cu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.)
Area SF Incr. Vol. (Cu. FT)
Cumul. Vol. (Cu.
FT)
26.50
33,939
0
27.00
35,063
17,250
17,250
28.00
37,364
36,213
53,463
29.00
39,737
38,550
92,013
30.00
42,182
40,959
132,972
31.00
44,699
43,440
176,412
32.00
47,288
45,993
222,405
33.00
49,949
48,618
271,023
34.00
52,682
51,315
322,338
35.00
55,487
54,084
376,422
36.00
58,364
56,925
433,347
37.00
61,313
59,838
493,185
38.00
64,334
62,823
556,008
39.00
67,427
65,880
621,888
39.50
69,000
34,107
655,995
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL
577,157 CF
CUMULATIVE
VOL.
ZONE VOL.
102.04%
END PUMP = = = =
35.40 FT
399,192 CF
TR'MT
399,192
100.59%
START PUMP = =:
37.80 FT
543,444 CF
TEMP
144,251
105.16%
MAX STORAGE =
38.50 FT
588,948 CF
STORM
45,505
105.52%
Murphy -Brown, LLC Engineering P O. Box 856,Warsaw, NC 28398 [phone]

Grower: Wesley Mewborn #1 Designed By: KBW
Address: 331 E. Wards Bridge Rd Checked By: DSE
Kenansville, NC 28349 Date: 04/01/22
County: Duplin Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
�Animal Type Capacity ALW (cu. ) = Total
Nursery
0
30
1.00
0
Wean to Finish
3,451
115
1.00
396,865
Finishing
0
135
1.00
0
Farrow to weanling
0
433
1.00
0
Farrow to feeder
0
522
1.00
0
Farrow to finish
0
1,417
1.00
0
Boars
0
400
1.00
0
Total Required Treatment Volume (cu. ft.)=
Sludge Storage Volume:
396,865
nimal Type Capacity * (cu. ./lb) = otal
Nursery
0
30
0.00
0
Wean to Finish
3,451
115
0.00
0
Finishing
0
135
0.00
0
Farrow to weanling
0
433
0.00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
0
1,417
0.00
0
Boars
0
400
0.000
0
Total Required Sludge Storage Volume (cu. ft.)=
Temporary Storage Volume:
Manure Production:
nimal Type Capacity Sto. eriod d./day) = Total
Nursery
0
180
0.30
0
Wean to Finish
3,451
180
1.17
724,940
Finishing
0
180
1.37
0
Farrow to weanling
0
180
4.39
0
Farrow to feeder
0
180
5.30
0
Farrow to finish
0
180
14.38
0
Boars
0
180
4.06
0
Total Manure Production (gals.)=
Total Manure Production (cu.ft.)=
Excess Fresh Water:
724,940
96,917
[Animal Type Capacity Sto. Period ay) = Total
Nursery
0
180
0.00
0
Wean to Finish
3,451
180
0.00
0
Finishing
0
180
0.00
0
Farrow to weanling
0
180
0.00
0
Farrow to feeder
0
180
0.00
0
Farrow to finish
0
180
0.00
0
Boars
0
180
0.00
0
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=

Grower: Wesley Mewborn #1
Address: 331 E. Wards Bridge Rd
Kenansville, NC 28349
County: Duplin
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Designed By: KBW
Checked By: DSE
Date: 04/01/22
Sheet 4 of 7
Vol.=(Lagoon Surface Area +Additional Drainage Area) * Rainfall / 12in./ft
Vol.= (69000 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 40,250
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) ` 25Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (69000 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 25Y02411r. Storm Event (cu.ft)= 43,125
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (69000 sq.ft + 0 sq.ft.) * 0.0 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) _
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
Total Required Storm Storage
(25Yr. / 24Hr. Storm +'Heavy Rain')=
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) _
Total Required Permanent Storage
(Treatment + Sludge) _
TOTAL REQUIRED VOLUME = 577157 (CU.FT.)
43,125 (CU.FT)
137,167 (CU.FT)
396,865 (CU.FT)

Grower: Wesley Mewborn #1 Designed By: KBW
Address: 331 E. Wards Bridge Rd Checked By: DSE
Kenansville, NC 28349 Date: 04/01/22
County: Duplin Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation -------------------
39.50
FT.
Emergency Spillway Crest Elevation -------------------
Not Af Applicable
Top of 25Yr. / 24Hr. Storm Storage -------------------
38.50
FT.
Top of "Heavy Rain" Storage -------------------
Not
Applicable
Start Pump Elevation -------------------
37.80
FT.
End Pump Elevation -------------------
35.40
FT.
Top of Sludge Storage -------------------
Not
Applicable
Seasonal High Watertable Elev.-------------------
34.30
FT,
Finished Bottom Elevation -------------------
26.50
FT.
Inside Top Length -------------------
240.00
FT.
Inside Top Width -------------------
287.50
FT.
Side Slopes ___________________
3:1
H:V
Lagoon Surface Area -------------------
69,000
SF
Min. Liner Thickness (if required) -------------------
1.9
FT.
Freeboard Depth -------------------
1.00
FT.
Temporary Storage Period -------------------
180
Days
Zone Depths:
TOTAL DESIGN VOLUME = 588948 (CU.FT.)
Treatment / Sludge Storage Zone Depth ----------- 8.9 FT.
Temporary Storage Zone Depth ----------- 2.4 FT.
Freeboard / Storm Storage Zone Depth ----------- 1.7 FT.
Total Lagoon Depth ----------- 13.0 FT.

Grower: Wesley Mewborn #1 Designe KBW
Address: 331 E. Wards Bridge Rd Checker DSE
Kenansville, NC 28349 Date: 04/01 222
County: Duplin Sheet 6 of 7
STRT PMP EL.= 37.80 \
END PMP EL. = 35.40
Murphy -Brown, LLC Engineering
ZONE ELEVATIONS
TOP OF DIKE ELEV = 39.50
TOP OF STORM ELEV = 38.50
TOP OF TEMP STORAGE ELEV = 37.80
\ TOP OF TREAT ELEV = 35.40
FINISHED BOTTOM ELEV = 26.50
Warsaw NC 28398
SHWT = 34.30

Grower: Wesley Mewborn #1
Address: 331 E. Wards Bridge Rd
Kenansville, NC 28349
Checked By: DSE
Date:
Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior to June, 1996,
Emergency Spillway:
An Emergency Spillway is not required.
NOTE: See attached Waste Utilization Plan
DESIGNED:
DATE:
COMMENTS: Design based on Feb-10-94 George Pettus & ME Sugg Jr
This design is update of start and stop pump elevations and to show the 1/2
treatment volume level for sludge storage. This design does not supercede the
nal certification of the farm.
Elevations are based on an assumed benchmark and do not represent mean sea level datum.
/ certify, to the best of my professional knowledge, judgement, and belief, this design calculation
is in accordance with the applicable NRCS standards.
RM
28398
04/01 /22

Grower: Wesley Mewborn #2 Uesignedy: KBW
Address: 331 E. Wards Bridge Rd Checked By: DSE
Kenansville, NC 28349 Date: 04/01/22
County: Duplin Sheet 1 of 7
FARM INFORMATION
Farm Population:
Nursery: ---
0
Wean to Finish: -------------------
3311 Hid.
Finishing: ----- -------------
0
Farrow to weaning: -------------------
0
Farrow to feeder: — -----------------
0
Farrow to finish: -------------------
0
Boars: — -----------------
0
Storage Period: -------------------
180 Days
25 Yr. / 24 Hr Storm Event -------------------
7.5 In.
"Heavy Rain" Factor Not Applicable
Rainfall in Excess of Evaporation -------------------
7.0 In.
Additional Water Usage: -------------------
0
Additional Drainage Area: -------------------
0
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape?
(Y/N)-----------
N
Does Operator Want Emergency Spillway?
(Y/N)-----------
N
Was This Design Built Prior to Sept. 1996?
(Y/N)------------
Y
Is Drain Tile Req'd to Lower SHWT?
(Y/N)------------
N
Seasonal High Water Table Elev:-------------------
35.50
Ft.
Freeboard: -------------------
1.0
Ft.
Emergency Spillway Flow Depth: Not Applicable
Side Slopes: -------------------
3
:1 (H:V)
Inside Top Length: -------------------
394.0
Ft.
Inside Top Width: -------------------
188.0
Ft.
Top of Dike Elevation: ----- ----------
Depth
43.00
Ft.
Finished Bottom Elevation: ----- ----------
16.00
Ft.
27.00
Ft.
Start Pump Elevation: ----- ----------
20.4
In.
41.30
Ft.
Stop Pump Elevation: ---------------
50.4
In.
38.80
Ft.
LAGOON VOLUME REQUIRED VOL.
DESIGN VOLUMES
% REQ'D.
Storm Stor= 46295 (Cu.Ft.)
48,247
(Cu.Ft.)
104.22%
Temporary = 136194 (Cu.Ft.)
160,372
(Cu.Ft.)
117.75%
Permanent= 380765 (Cu.Ft.)
506,461
(Cu.Ft.)
133.01%
Total Volume = 563,254 (Cu.Ft.)
715,080
(Cu.Ft.)
126.96%
1/2 Treatment Volume = 190,383 (Cu.Ft.)
1/2 Treatment Volume Elevation = 35.31 Ft.
90 Temporary Storage Volume Elevation = 39.98 Ft.
Min. Required Liner Thickness
Lagoon Surface Area: (Inside TOD)
92.23 In.
36.29 In.
2.3 Ft.
74,072 S.F.
Murphy -Brown, LLC Engineering P.O. Box 856,Warsaw, NC 28398 [phone]

urower: vvesiey Mewborn #2 Designed By: KBW
Address: 331 E. Wards Bridge Rd Checked By: DSE
Kenansville, NC 28349 Date: 04/01/22
County: Duplin Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: I Cu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.)
Area SF
27.00
27,416
28.00
29,792
29.00
32,240
30.00
34,760
31.00
37,352
32.00
40,016
33.00
42,752
34.00
45 560
35.00
36.00
37.00
38.00
39.00
40.00
41.00
42.00
43.00
48,440
51,392
54,416
57,512
60,680
63,920
67,232
70,616
74,072
Incr. Vol. (Cu. FT)
28,604
31,016
33,500
36,056
38,684
41,384
44,156
47,000
49,916
52,904
55,964
59,096
62,300
65,576
68,924
72,344
Cumul. Vol. (Cu. FT)
0
28,604
59,620
93,120
129,176
167,860
209,244
253,400
300,400
350,316
403,220
459,184
518,280
580,580
646,156
715,080
787,424
These volumes were calculated using the vertical average end area method
TOTAL REQD VOL
563,254
CF
CUMULATIVE
VOL.
ZONE VOL.
126.96%
END PUMP = = = =
38.80
FT
506,461 CF
TR'MT
506,461
133.01 %
START PUMP = =:
41.30
FT
666,833 CF
TEMP
160,372
117.75%
MAX STORAGE =
42.00
FT
715,080 CF
STORM
48,247
104.22%
Murphy -Brown, LLC Engineering PO. Box 856,Warsaw, NC 28398 [phone]

Grower: Wesley Mewborn #2 Designed By: KBW
Address: 331 E. Wards Bridge Rd Checked By: DSE
Kenansville, NC 28349 Date: 04/01/22
County: Duplin Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
nimal Type Capacity A (cu. ./Ib = otal
Nursery
-----o-F
30
1.00
0
Wean to Finish
3,311
115
1.00
380,765
Finishing
0
135
1.00
0
Farrow to weanling
0
433
1,00
0
Farrow to feeder
0
522
1.00
0
Farrow to finish
0
1,417
1.00
0
Boars
0
400
1.00
0
Total Required Treatment Volume (cu. ft.)=
Sludge Storage Volume:
380,765
nimal Type Capacity AL W (cu. ./lb) = Tog
Nursery
0
30
0.00
0
Wean to Finish
3,311
115
0.00
0
Finishing
0
135
0.00
0
Farrow to weanling
0
433
0.00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
0
1,417
0.00
0
Boars
0
400
0.000
0
Total Required Sludge Storage Volume (cu. ft.)=
Temporary Storage Volume:
Manure Production:
nimal Type Capacity Sto. eriod d. day) = Total
Nursery
0
180
0.30
0
Wean to Finish
3,311
180
1.17
695,531
Finishing
0
180
1.37
0
Farrow to weanling
0
180
4.39
0
Farrow to feeder
0
180
5.30
0
Farrow to finish
0
180
14.38
0
Boars
0
180
4.06
0
Iota[ Manure Production (gals.)=
Total Manure Production (cu.ft.)=
Excess Fresh Water:
695,531
92,985
jAnimal Type Capacity * to. Period d./day) = Tota
Nursery
0
180
0.00
0
Wean to Finish
3,311
180
0.00
0
Finishing
0
180
0.00
0
Farrow to weanling
0
180
0.00
0
Farrow to feeder
0
180
0.00
0
Farrow to finish
0
180
0.00
0
Boars
0
180
0.00
0
1 otal mesh Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=

Grower: Wesley Mewborn #2 Designed By: KBW
Address: 331 E. Wards Bridge Rd Checked By: DSE
Kenansville, NC 28349 Date: 04/01/22
County: Duplin Sheet 4 of 7
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area +Additional Drainage Area) * Rainfall / 12in./ft
Vol.= (74072 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 43,209
Storm Storage:
Val.=(Lagoon Surf. Area +Addt'I Drainage Area) * 25Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (74072 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 25Yr./24Hr. Storm Event (cu.ft)= 46,295
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area +Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (74072 sq.ft + 0 sq.ft.) * 0.0 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) = 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
Total Required Storm Storage
(25Yr. / 241-1r. Storm +'Heavy Rain')= 46,295 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water+ Rainfall Excess +Additional Water Storage) = 136,194 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 380,765 (CU.FT)
TOTAL REQUIRED VOLUME = 563254 (CU.FT.)

Address: 331 E. Wards Bridge Rd Checked By: DSE
Kenansville, NC 28349 Date: 04/01/22
County: Duplin Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation -------------------
43.00
FT.
Emergency Spillway Crest Elevation -------------------
Not AFApplicable
Top of 25Yr. / 241-1r. Storm Storage -------------------
42.00
FT.
Top of "Heavy Rain" Storage -------------------
Not
Applicable
Start Pump Elevation -------------------
41.30
FT.
End Pump Elevation ------------------
38.80
FT.
Top of Sludge Storage -------------------
Not
Applicable
Seasonal High Watertable Elev.-------------------
35.50
FT.
Finished Bottom Elevation -------------------
27.00
FT.
Inside Top Length -------------------
394.00
FT,
Inside Top Width -------------------
188.00
FT.
Side Slopes -------------------
3:1
H:V
Lagoon Surface Area -------------------
74,072
SF
Min. Liner Thickness (if required) -------------------
2.3
FT.
Freeboard Depth -------------------
1.00
FT.
Temporary Storage Period -------------------
180
Days
Zone Depths:
TOTAL DESIGN VOLUME = 715080 (CU.FT.)
Treatment / Sludge Storage Zone Depth ----------- 11.8 FT,
Temporary Storage Zone Depth ----------- 2.5 FT.
Freeboard / Storm Storage Zone Depth ----------- 1.7 FT.
Total Lagoon Depth ----------- 16.0 FT.

Grower:
Address
331 E. Wards Bridge Rd
Kenansville, NC 28349
STRT PMP EL.= 41.30
END PMP EL. = 38.80
ZONE ELEVATIONS
TOP OF DIKE ELEV = 43.00
TOP OF STORM ELEV = 42.00
TOP OF TEMP STORAGE ELEV = 41.30
\ TOP OF TREAT ELEV = 38.80
FINISHED BOTTOM ELEV = 27.00
28398
Checkec DSE
Date: 04/01 /22
Sheet 6 of 7
SHWT = 35.50
(910)

Grower: Wesley Mewborn #2
Address: 331 E. Wards Bridge Rd
Kenansville, NC 28349
Checked By: DSE
Date: 04/01 /22
Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
NOTE: See attached Waste Utilization Plan
DESIGNED:
DATE:
COMMENTS: Design based on Feb-18-94 George Pettus & ME Sugg Jr
This design is update of start and stop pump elevations and to show the 1/2
treatment volume level for sludge storage. This design does not supercede the
certification of the farm.
Elevations are based on an assumed benchmark and do not represent mean sea level datum.
/ certify, to the best of my professional knowledge, judgement, and belief, this design calculation
is in accordance with the
Engineering
NRCS standards.
856, Warsaw
(9

Address: 331 E. Wards Bridge Rd
Kenansville, NC 28349
County: Duplin
ANAEROBIC
FARM INFORMATION
Checked By: DSE
Date:
Sheet 1 of 7
Farm Population:
Nursery -------------------
Wean to Finish: -------------------
Finishing: -------------------
Farrow to weanling: -------------------
Farrow to feeder: — -----------------
Farrow to finish: -------------------
Boars: -------------------
Storage Period: -------------------
25 Yr. / 24 Hr Storm Event — -----------------
"Heavy Rain" Factor Not Applicable
Rainfall in Excess of Evaporation -------------------
Additional Water Usage: -------------------
Additional Drainage Area: -------------------
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape? (Y/N)
Does Operator Want Emergency Spillway? (Y/N)
Was This Design Built Prior to Sept. 1996? (Y/N)
Is Drain Tile Req'd to Lower SHWT? (Y/N)
Seasonal High Water Table Elev: -------------------
Freeboard: -------------------
Emergency Spillway Flow Depth: Not Applicable
Side Slopes: -------------------
Inside Top Length: -------------------
Inside Top Width: -------------------
Top of Dike Elevation: ---------------.
Finished Bottom Elevation: ----------------
Start Pump Elevation: ----------------
Stop Pump Elevation: ---------------
LAGOON VOLUME REQUIRED VOL.
StormStor=
107500
(Cu.Ft.)
Temporary =
332418
(Cu.Ft.)
Permanent =
950360
(Cu.Ft.)
= 1,390,278
Depth
11.00 Ft.
21.6 In.
48 In.
DESIGN VOLUMES
132,287 (Cu.Ft.)
347,163 (Cu.Ft.)
,437,806 (Cu.Ft.)
112 Treatment Volume = 475,180 (Cu.Ft.)
112 Treatment Volume Elevation = 42.33 Ft.
90 Temporary Storage Volume Elevation = 46.60 Ft.
Min. Required Liner Thickness
Lagoon Surface Area: (Inside TOD)
N
N
Y
N
04/01 /22
0
8264 Hd,
0
0
0
0
0
180 Days
7.5 In.
7.0 In.
0
0
44.10 Ft.
1.0 Ft.
3 :1 (H:V)
430.0 Ft.
400.0 Ft.
49.60 Ft.
38.60 Ft.
47.80 Ft.
45.60 Ft.
% REQ'D.
123.06%
104.44%
100.84%
87.29 In.
35.96 In.
1.6 Ft.
172,000 S.F.
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw, NC 28398 [phone]

Address: 331 E. Wards Bridge Rd
Kenansville, NC 28349
County: Duolin
Checked By: DSE
Date: 04/01 /22
Sheet 2 of 7
ACTUAL DESIGN
VOLUME CALCULATIONS
BASE VOLUME:
I
Cu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.)
Area SF Incr. Vol. (Cu. FT)
Cumul. Vol. (Cu. FT)
38.60
121,576
0
39.00
123,257
48,967
48,967
40.00
127,510
125,383
174,350
41.00
131,835
129,672
304,022
42.00
136,231
134,033
438,055
43.00
140,700
138,466
576,521
44.00
145,241
142,971
719,491
45.00
149,854
147,547
867,039
46.00
154,539
152,196
1,019,235
47.00
159,295
156,917
1,176,152
48.00
164,124
161,710
1,337,862
49.00
169,025
166,575
1,504,436
49.60
172,000
102,307
1,606,744
These volumes were calculated using the vertical average end area method
TOTAL REQD VOL
1,390,278
CF
CUMULATIVE
VOL.
ZONE VOL.
103.42%
END PUMP = = = =
45.60
FT
958,356 CF
TR'MT
958,356
100.84%
START PUMP = =:
47.80
FT
1,305,520 CF
TEMP
347,163
104.44%
MAX STORAGE =
48.60
FT
1,437,806 CF
STORM
132,287
123.06%
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw, NC 28398 [phone]

Grower: Wesley Mewborn Designed By: KBW
Address: 331 E. Wards Bridge Rd Checked By: DSE
Kenansville, NC 28349 Date: 04111122
County: Duplin Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
nima TypeCapacity ALW (cu. = Total
Nursery
0
30
1.00
0
Wean to Finish
8,264
115
1.00
950,360
Finishing
0
135
1.00
0
Farrow to weanling
0
433
1.00
0
Farrow to feeder
0
522
1.00
0
Farrow to finish
0
1,417
1.00
0
Boars
0
400
1.00
0
otai megmrea i reatment volume (cu. tt.)=
Sludge Storage Volume:
950,360
nima) Type Capacity AL * (cu../Ib) = Total
Nursery
0
30
0.00
0
Wean to Finish
8,264
115
0.00
0
Finishing
0
135
0.00
0
Farrow to weanling
0
433
0.00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
0
1,417
0.00
0
Boars
0
400
0.000
0
uiai muquwreu aivage average volume (cu. tt.)=
Temporary Storage Volume:
Manure Production-
0
nimal ype Capacity Sto. Perio d./day) = Total
Nursery
0
18011.37
0
Wean to Finish
8,264
180
1,735,991
Finishing
0
180
0
Farrow to weanling
0
180
0
Farrow to feeder
0
180
0
Farrow to finish
0
180
0
Boars
0
180
0
i otai manure Production (gals.)=
Total Manure Production (cu.ft.)=
Excess Fresh Water_
1,736,991
232,084
nimal Type apacity * Sto. Period ay) = Total
Nursery
0
180
0.00
0
Wean to Finish
8,264
180
0.00
0
Finishing
0
180
0.00
0
Farrow to weanling
0
180
0.00
0
Farrow to feeder
0
180
0.00
0
Farrow to finish
0
180
0.00
0
Boars
0
180
0.00
0
i otai rresn water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=
0
0

Grower: Wesley Mewborn Designed By: KBW
Address: 331 E. Wards Bridge Rd Checked By: DSE
Kenansville, NC 28349 Date: 04/01/22
County: Duplin Sheet 4 of 7
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft
Val.= (172000 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 100,333
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (172000 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft,
Total Required Volume for 25Yr./24Hr. Storm Event (cu.ft)= 107,500
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (172000 sq.ft + 0 sq.ft.) * 0.0 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) = 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
Total Required Storm Storage
(25Yr. / 24Hr. Storm +'Heavy Rain')= 107,500 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water+ Rainfall Excess +Additional Water Storage) = 332,418 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 950,360 (CU.FT)
TOTAL REQUIRED VOLUME = 1390278 (CU.FT.)

urower: Wesley Mewborn Designed By: KBW
Address: 331 E. Wards Bridge Rd Checked By: DSE
Kenansville, INC 28349 Date: 04/01/22
County: Duplin Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation ___________________
49.60
FT.
Emergency Spillway Crest Elevation -------------------
Not At Applicable
Top of 25Yr. / 24Hr. Storm Storage -------------------
48.60
FT.
Top of "Heavy Rain" Storage -------------------
Not
Applicable
Start Pump Elevation ___________________
47.80
FT.
End Pump Elevation -------------------
45.60
FT.
Top of Sludge Storage -------------------
Not
Applicable
Seasonal High Watertable Elev.-------------------
44.10
FT.
Finished Bottom Elevation -------------------
38.60
FT.
Inside Top Length -------------------
430.00
FT.
Inside Top Width -------------------
400.00
FT.
Side Slopes ___________________
3:1
H:V
Lagoon Surface Area -------------------
172,000
SF
Min. Liner Thickness (if required) -------------------
1.6
FT.
Freeboard Depth -------------------
1.00
FT.
Temporary Storage Period -------------------
180
Days
Zone Depths:
TOTAL DESIGN VOLUME = 1437806 (CU.FT.)
Treatment / Sludge Storage Zone Depth ----------- 7.0 FT.
Temporary Storage Zone Depth ----------- 2.2 FT.
Freeboard / Storm Storage Zone Depth ----------- 1.8 FT.
Total Lagoon Depth ----------- 11.0 FT.

Grower:
Address:
County:
Wesley Mewborn
331 E. Wards Bridge Rd
Kenansville, NC 28349
Duplin
Designe KBW
Checker DSE
Date: 04/01/22
Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV = 49.60
/
\
TOP OF STORM ELEV = 48.60
/ \
STRT PMP EL.=
47.80 \
TOP OF TEMP STORAGE ELEV = 47.80
/
END PIMP EL.
= 45.60 \
TOP OF TREAT ELEV = 45.60
SHWT = 44.10
FINISHED BOTTOM ELEV = 38.60
P.O. Box 856, Warsaw NC 28398
(91

Grower: Wesley Mewborn Designed By: KBW
Address: 331 E. Wards Bridge Rd Checked By: DSE
Kenansville, NC 28349 Date: 04/01/22
County: Duplin Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior to June, 1996,
Emergency Spillway:
An Emergency Spillway is not required.
NOTE: See attached Waste Utilization Plan
DESIGNED:
DATE:
COMMENTS: Design based on July-12-96 George Pettus & McConnelly
This design is update of start and stop pump elevations and to show the 1/2
treatment volume level for sludge storage. This design does not supercede the
certification of the farm.
Elevations are based on an assumed benchmark and do not represent mean sea level datum.
I certify, to the best of my professional knowledge, judgement, and belief, this design calculation
is in accordance with the
Engineering
NRCS standards.
Warsaw NC

NCDENR,DEQ
Division of Water Resources
Animal Feeding Operations
1636 Mail Service Center
Raleigh, NC 27699-1636
RE: COC Modification Request
To: Whom It May Concern,
With this letter, Wesley Mewborn, owner of Hilltop Farms, COC q AWS310056, requests a modification
to this COC to install new/additional irrigation at this farm.
Owner Signature
Date

Sheet1
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Hilltop Farms; AWS310056; Pivots Add't. County: Duplin
Address: 331 E. Wards Bridge Road
Kenansville, NC 28349 Date: 3/24/2022
Telephone: [phone]
Table 1 - Field Specifications
Approximate Maximum
Maximum Maximum Application
Useable Size Application per Irrigation
Field of Field Rate Cycle
Numhpr (arrpsl Snil Tvnp Rlnnp 0/ ("inn/c1 fl-lk.�

Sheet2
TABLE 2 - Travelling Irrigation Gun Settings
Field No. Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
H dram No. (ft/min) in/hr. Width(ft.) Len th(ft) (feet) (Inches) at Gun( si) at reel(psi) Pattern Comments - Acres per pull
Pivot North Acreage computer calculated; machine length428.5', end gun radius-107.1' Pivot West Acreage computer calculated machine length-564', end gun radius-99.5' 1 9.53 .53
TOTAL
27.63

Sheet3
TABLE 3 - Solid Set Irrigation Gun Settings
- - .. "yuimn opacmgtn) Application Nozzle Operating Operating
and Number of Diameter Alonq Between ream r); ,--+-. o-

Sheet4
TABLE 4 - Irrigation System Specifications
Pivot North
Pivot West
Travelin
Solid Set
PivoULinear
PivoULinear
PivoULinear
Flow Rate of S rinkler ( m
Irrigation Gun
0
Irrigation
Irri ation
Irri ation
Irri ation
O eratin Pressure at Pum sr)
#DIV/01
0
#DIV/0!
450
61.3
400
61.4
0
Desi n Preci itation Rate in/hr)
#DIV/OI
0.00
See Chart
See Chart
#DIV/01
See Chart
Hose/Machine Len th feet
XXXXXXXX
428.5
564.0
564.0
T e of Speed Compensation
Pum T
Mechanical
XXXXXXXX
XXXXXXXX
XXXXXXXX
XXXXXXXX
e PTO, En ine, Electric)
En ine
En ine
En ine
En ine
En ine
Pum Power Re uirement (hp)
#DIV/0!
#DIV/01
26.8
#DIV/0I
#DIV/0!
TABLE 5 - Thrust Block Specifications
6"
"
THRUST BLOCK
T
BLOCK
LOCATION
AREA (s . ft.)
A.
ft.)
90 degree bend
g 8
1
WOO,
Dead End
6.2
Tee
4.4
.8
Valve
6.2
.5Gate
45 deciree bend
4.7
2.3
,8
0.6
Page 1

Sheets
IRRIGATION SYSTEM DESIGNER

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

Sheet6
Narrative of Irrigation System Operation
This design dated 03/24/2022 is for the addition of two pivots to an existing facility. The acres were computer
calculated based on the equipment specifications provided by the producer.
This pivot irrigation system was designed and installed by Benchmark Buildings & Irrigation of Kenansville,
NC. Pivot North replaces existing pulls 1-3 on T72172 and Pivot West replaces existing pulls 17-22.
Refer to owner's manual and irrigation dealer for information on maintenance, winterization, and operation of
system.

Sheet7 (3)
CALCULATIONS
Pivot/Linear Specifications Pivot North
Pivot/Linear Type: Valley Standard 7000
Machine Length: 428.5 (feet) End Gun Radius: 107.1 (feet)
Base Pressure: 49 psi Pipe Diameter: 6 (inches)
Flowrate(GPM): 450 gpm Machine Flow: 299 9 gpm
Wetted Length. 535.6 feet End Gun Flow 150 1 gpm
Application Rate
See Manufacturers Specifications Sheet
Travel Speed
See Manufacturers Specifications Sheet
Mainline Velocity
Velocity = .408 x Flowrate / pipe diameter squared feeUsec."
"For buried pipelines, velocity should be below 5 feet per second
Pipe size: 6 inches
Velocity= 5,10 fUsec.
Maximum Mainline Friction Loss
Most distant hydrant:
Total distance: feet
Friction Loss is figured using HazenfWilliam's Equation
Friction Loss= 1.30 feet/100 feet
Max. Mainline Loss = 0.0 feet or 0.0 psi
Maximum Machine Friction Loss
Friction Loss is figured using Hazen/William's Equation
Friction Loss= 1.47 feet/100 feet
Max. Mainline Loss = 6 3 feet or 2.7 psi
Page 1

Sheet? (4)
CALCULATIONS
Pivot/Linear Specifications Pivot West
Pivot/Linear Type: Valley Standard 7000
Machine Length 564 (feet) End Gun Radius: 99.5 (feet)
Base Pressure: 49 psi Pipe Diameter
6 (inches)Flowrate(GPM) 400 gpm Machine Flow: 293 gpm
Wetted Length: 663 5 feet End Gun Flow 107 gpm
Application Rate
See Manufacturers Specifications Sheet
Travel Speed
See Manufacturers Specifications Sheet
Mainline Velocity
Velocity = .408 x Flowrate / Pipe diameter squared feet/sec.'*
**For buried pipelines, velocity should be below 5 feet per second
Pipe size: 6 inches
Velocity= 4.53 ft/sec.
Maximum Mainline Friction Loss
Most distant hydrant:
Total distance: feet
Friction Loss is figured using Hazen/William's Equation
Friction Loss= 1.04 feet/100 feet
Max. Mainline Loss = 0.0 feet or 0.0 psi
Maximum Machine Friction Loss
Friction Loss is figured using Hazen/William's Equation
Friction Loss= 1.19 feet/100 feet
Max. Mainline Loss = 6.7 feet or 2.9 psi
Page 1

Hilltop Farms
AWS310056
Pivots Add't.
Specifications: Pivot North
Volley Standard Pivot 7000
Machine Length — 428.5'
End Gun Radius — 107.1'
49 PSI Pivot Pressure
45 PSI End Pressure
450 GPM Total
(299.9 GPM Machine + 150.1 GPM End Gun)
(Pivot replaces Pulls 1-3 on T72172)
Specifications: Pivot West
Volley Standard Pivot 7000
Machine Length — 564'
End Gun Radius — 99.5'
49 PSI Pivot Pressure
45 PSI End Pressure
400 GPM Total
(293 GPM Machine + 107 GPM End Gun)
(Pivot replaces Pulls 17-22 on T72162)
Pivot West
13. 70 A, w/o End Gun
18.10 Ac. w/End Gun
Machine Runs 215 Degrees
End Gun Runs 180 Degrees
3.33 A,
Al
GRAPHIC SCALE
500 0 250 500 1000
( IN FEET )
1 inch = 500 ft.
RUM

anoxi

Specifications: Pivot North
Valley Standard Pivot 7000
Machine Length — 428.5'
End Gun Radius — 107.1'
49 PSI Pivot Pressure
45 PSI End Pressure
450 GPM Total
(299.9 GPM Machine + 150.1 GPM End Gun)
(Pivot replaces Pulls 1-3 on T72172)
Specifications: Pivot West
Valley Standard Pivot 7000
Machine Length — 564'
End Gun Radius — 99.5'
49 PSI Pivot Pressure
45 PSI End Pressure
400 GPM Total
(293 GPM Machine + 107 GPM End Gun)
(Pivot replaces Pulls 17-22 on T72162)
0"
Q
Pivot West
13.70 Ac. w/o End Gun
1&10 Ac. w/End Gun
Machine Runs 215 Degrees
End Gun Runs 180 Degrees
GRAPHIC SCALE'
0 250 5W
( IN FEET ) --
1 inch = 500 ft.
I -

Project Name - MEWBORN COTTLE FARM
E NCH _ , Version Name - MEWBORN COTTLE FARM V�nu,n

Dealer Benchmark Bldgs.&Irrig.
Customer HIDDEN CREEK FARMS LLC
Field Name
vaUAYT I V-CHART
Valley Standard Pivot 7000 Percent Timer Data
Sprinkler Order No 11355596
Parent Order No 11355595
Setup Information - Valley Computer Control Panel Water Application Constants: Minimum Application - 0.100 (in) Hours Per Revolution -1.8
on IN
IN Per
Pivot
Hours Per
180 degrees
8 Timer
180 degrees
0.100
100.0
1.8
0.20
50.1
3.6
0.30
33.4
5.4
0.40
25.1
7.2
0.50
20.0
9.0
0.60
16.7
10.8
0.70
14.3
12.6
0.80
12.5
14.4
0.90
11.1
16.2
1.00
10.0
18.0
1.25
8.0
22.5
1.50
6.7
26.9
1.75
5.7
31.6
2.00
5.0
36.0
Field Area
r---- -- --------- -------------i
i 14.6 (Ac) Total
� 11.5 (Ac) Pivot 180° �
� 3.1 (Ac) EG on 70'k i
i 564.0(ft)Machine Length
i
� 99.5 (ft)End Gun Radius �
! --------- ___�____1
Flow
--------------------
400 (GPM)
25.20 (GPM per Acre)
1.34 (in per day) App Rate
0.100 (in) App Depth @ 100%
107.0 (GPM) End Gun
on % Thner
Pivot
IN Per
Hours Per
8 Timer
180 degrees
180 degrees
100.0
0.100
1.8
90.0
0.11
2.0
80.0
0.13
2.3
70.0
0.14
2.6
60.0
0.17
3.0
50.0
0.20
3.6
45.0
0.22
4.0
40.0
0.25
4.5
35.0
0.29
5.1
30.0
0.33
6.0
25.0
0.40
7.2
20.0
0.50
9.0
17.5
0.57
10.3
15.0
0.67
12.0
12.5
0.80
14.4
10.0
1.00
18.0
7.5
1.34
24.0
5.0
2.00
36.0
Pressure LRDU Drive Train
49 (PSI) Pivot Pressure ii 68 RPM Center Drive @ 60 Hz freq.
45 (PSI)= End Pressure ii 14.9 x 24 High Float Tire
11
0.0(ft) Highest Elevation 52:1Wheel GB Ratio, LRDU Dist 554.9(ft)
0.0 (ft) Lowest Elevation 1.8Hrs/180 @ 10016 ( 16.50 )(Ft per Min)
Disclaime
The information presented in the attached Percent Timer Report is based on variables which cannot be totally controlled by Valmont (including, but not
limited to; Pivot pressure, inside pipeline surface, end gun throw, end gun arc setting, tire slippage, tire pressure, field slopes, soil variations,
sprinkler package installation, well capacity, center drive motor voltage, center drive motor frequency, climatic conditions and other elements and
circumstances beyond Valmont's reasonable control). Valmont recommends monitoring the machine for at least one pass through field to obtain an accurate
rotation time.
Percent Timer - 08/302019
Page I

Project Name - MEWBORN COTTLE FARM
BENCH M4A.\
Version Name -MEWBORN COTTLE FARM Version
Map Summary Report - WESTSIDE
VALLEY
.DRIVEVNITS LARGESTPOTENTIA4 MACHINE GUIDANCEPATH ® END OFMACHINE —PRIMARYENDGUN SECONDARYENDGUN RELDSOUNDARY
BENCHMARK BLDG$. & IRRIG. - 165 5 Kenansvllle Bypass, Kenansvllle, NC, 28349-0867, United States

Project Name - MEWBORN COTTLE FARM
BENCH
<A- Version Name- MEWSORN COTTLE FARM -Version
�y ` Ii-�l 11\■!1■r/iL, Map Summary Report - WESTSIDE VAUAY
Pivot 3 10212021115430697
Total Project Irrigated Area (ac): 29.34
Irrigated Area using (ac)
Estimated
Total Soa
14.67
n Length (ft) S54.40 Overhang Length (1818.00
0.27
1 _ 6 5/8 194.80 I 12 ga cable / 11 cond 34 RPM Baldor Hellcel 112 x 38 Tubeless
None Standard
2 6 518 184-90 j 12 ga cable / 11 mind 34 RPM Beldor Hellcel _
112z38Tubeless None Standard
3 1 6 5/8 j 194.80 72 ga cable / 11 mnd 68 RPM Baltlor Helical -"- — -
- -- _ - 11.2 z38 w?ube None Standard
Primary Endgun
Endgun Angles
Start Angle 39.83 deg 125.00 deg
End Angle 90.00 deg 260.00 deg
BENCHMARK BLDGS. 81RRIG. -165 S Kenansvllle Bypass, Kanansvllle, NC, 28349-0867, United States
2

Dealer BENCHMARK BLDGS. & IRRIG.
Customer - 11 aa.. ``,,
Field Name UjQste� mew re"
Information - Valley Computer Control Panel Water
Based on IN
VALLRy Pf I V-CHART
Valley Standard Pivot 7000 Percent Timer Data
IN Per
Pivot
Hours Per
195 degrees
% Timer
195 degrees
0.106
100.0
1.2
0.20
53.2
2.3
0.30
35.5
3.4
0.40
26.6
4.5
0.50
21.3
5.6
0.60
17.7
6.8
0.70
15.2
7.9
0.80
13.3
9.0
0.90
11.8
10.2
1.00
10.6
11-3
1.25
8.5
14.1
1.50
7.1
16.9
1.75
6.1
19.7
2.00
5.3
22.6
Field Area
10.4 (AC) Total
7.2 (AC) Pivot 195°
3.2 (Ac) EG on 80%
4285(ft)Machine Length
107.1(ft)End Gun Radius
Flow
--- ___________-_____�_
450 (GPM)
40.15 (GPM per Acre)
2.13 (in per day) App Rate
0.106 (in) App Depth @ 100%
150.1 (GPM) End Gun
on % Timer
Sprinkler Order No/5017395
Parent Order No 15005993
Bons Per Revolution =
Pivot
IN Per
Hours Per
$ Timer
195 degrees
195 degrees
100.0
0.106
1.2
90.0
0.12
1.3
80.0
0.13
1.5
70.0
0.15
1.7
60.0
0.18
2.0
50.0
0.21
2.4
45.0
0.24
2.7
40.0
0.27
3.0
35.0
0.30
3.4
30.0
0.35
4.0
25.0
0.43
4.s
20.0
0.53
6.0
17.5
0.61
6.9
15.0
0.71
8.0
12.5
0.85
9.6
10.0
1.06
12.0
7.5
1-42
16.0
5.0
2.13
24.0
Pressure LRDU Drive Train
49 (PSI) Pivot Pressure Center Drive @ 60 Hz freq.
45 (PS))=End Pressure ii 11.2 x 38 Tire
0.0 (ft) Highest Elevation 52:IWhee1 GB Ratio, LRDU Dist 410.4(ft)
0.0(ft) Lowest Elevation 12 Hrs/195 @ 100% ( 18.90 )(Ft per Min)
- ------- -_-------- -_
Disclaimer - - - - - - - --
The information presented in the attached Percent Timer Report is based on variables which cannot be totally controlled by Valmont (including, but not
limited to; pivot pressure, inside pipeline surface, end gun throw, end gun arc setting, tire slippage, tire pressure, field slopes, soil variations,
sprinkler package installation, well capacity, center drive motor voltage, center drive motor frequency, climatic conditions and other elements and
circumstances beyond valmont's reasonable control). Valmont recommends monitoring the machine for at least one pass through field to obtain an accurate
rotation time.
Percent Timer-01/26/2022
Page I

PmJW Name - MEWBORN COTTLE FARM
BF,� C,HT� ,1r� VersionName -MEWBORNCOTTLEFARM_Veraion VAUA�
��--11�� j_� 1�(flhhh Map Summary Report - NORTHSIDE
BENCHMARK BLDGS. & IRRIG. - 165 S KenansMIle Bypass, Kenamvllle, NC, 28369-0867, United States

BENCH M�
Pivot=4 1021202112126528
Total Project Irrigated Area (ac): 29.34
Estimated
Project Name - MEWBORN COTTLE FARM
Vemlon Name - MEWBORN COTTLE FARM_Verslon VA —
IF !
Map Summary Report - NORTHSIDE
lesigd Name Machine Category Machine Area (ac) No.of Towert; Total Machine Length
Total Irrigated Am (ac)
NORTHSIDE Large Field Electoml
Pivot 7000 7.71 2 410.07 10.00
_1 6 5/8 ! 204.90 I 12 ga cable / 11 mad 34 RPM Baldor Helical
2 6 5/8 204.90 12 ga cable 111 rand 34 RPM Baldor Helical
Primary Endgun
Endgun Angles
•' `• ®dqun 2 1
_— Start Angle 140.00 deg 300.00 deg
End Angle 235.00 deg 330.00 deg
Flex/Transition/Other Length
11.2x38Tubeles5 INone Standard
11.2 x 38 Tubeless Nona —� Standard
BENCHMARK BLDGS. S IRRIG. - 165 S Kenensille Bypass, KenansWIle, NC, 28349-0867, United Slates
2

Project Name - MEWBORN COTTLE FARM
���IlYlll N Version Name - MEWBORN COTTLE FARM Version
Map Point Summary
Water'(1257.27 ft)
Water (737.40 ft)
Electric (761.60 it)
Electric (1267.07 ft)
35.039262952118804
35.03398506195559
35.037345215710985
35.04222259595889
VAUAY
-77.92463316455684
77.9343018575052
-77.93432331517702
-77.92612983718743
BENCHMARK BLDGS. & IRRIG. - 165 S Kenansville Bypass, Kenansvlile, NC, 28349-0867, United States
1

D). Application and Handling Equipment
Chet the appropriate hot
Existing or expanding facility with existing waste application equipment (WUP or 1)
Animal (caste application equipment specified in the plan has been either field calibrated or evaluated in
accordance with existing design charts and tables and is able to apply waste as necessary to accommodate the
waste management plan: (existing application equipment can cover the area required by the plan at races not to
exceed either the specified hydraulic or nutrient loading rates. a schedule for liming of applications has been
established. required buffers can be maintained and calibration and adjustment guidance are contained as part of
the plan).
A' New, expanded, or existing facility without exist in,, waae application equip intent for spray ina ration (I)
Animal waste application equipment specified in the plan has been designed to apply waste as necessary to
accommodate the waste management plan: (proposed application equipment can cover the area required by the
plan at rates not to exceed either the specified hydraulic or nutrient loading rates: a schedule for tinting or
applications has been established: required boilers can be maintained: calibration and adjustment guidance are
contained as part of the plan). Hilltop Farms, AFIS310056 — Pivots Add't.
New, expanded or existine facility without existing waste application equipment for land mrading not using
spray irrigation (w'UP or 1)
Animal waste application equipment specified in the plan has been selected to apply waste as necessary to
accommodate the waste management plan: (proposed application equipment can cover the area required by the
plan at rates not to exceed either the specified hydraulic or nutrient loading rates: a schedule for timing of
applications has been established. required buffers can be maintained: calibration and adjustment guidance arc
contained as part of the plan).
Name of Technical Specialist (Please Print): M. Kevin Weston
Affiliation Murphy -Brown, LLC dba Smithfield Hoe Prod. Date Work Completed: 3l24/22
Address (Agency): P.O. Box 856 Warsaw, NC 28398 Phone No.: [phone]
Signature:
E)
The waste management plan for this facility includes a Waste btanagement Odor Control Checklist, an Insect Control
Checklist, a Mortality Management Checklist and an Emergency Action Plan. Sources of both odors and insects
hate been evaluated with respect to this site and Best Management Practices to btin rnize Odors and Best
Management Practices to Control Insects have been selected and included in the waste management plan. Both the
Mortality Nlanagement Plan and the Emergency Action Plan are complete and can be implemented by this facility.
Name of Technical Specialist (Please Print):
Affiliation Date Work Completed
Address (Agency):
F) Written Notice of New or Expanding Swine Farm
The following signature block is only to be used for new or expanding swine farms that begin construction after June
21, 1996. If the facilit, was built before June 21, 1996, rchen was it constructed or last expanded
I (we) certify that I Iwe) have attempted to contact by certified mail all adjoining proper[}owners and all property owners
who own property located across a public road. street, or highway from this new or expanding swine farm. The notice was in
compliance u fill the requirements of NCGS 106-805. A copy of the notice and a list of the property owners notified are
attached.
Name of Land Owner
Signature:
Name of Manager (if different from
Signature:
AN%C - September 18, 2006
ate:

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I. Floyd Adams, P.E.
,ctober 29, 1997� '�

System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates change
over time as equipment gets older and components wear. In particular, pump wear tends
to reduce operating pressure and flow. With continued use, nozzle wear results in an
increase in the nozzle opening which will increase the discharge rate while decreasing the
wetted diameter.
You should be aware that operating the system differently than assumed in the design will
alter the application rate, diameter of coverage, and subsequently the application
uniformity. For example, operating the system with excessive pressure results in smaller
droplets, greater potential for drift, and accelerates wear of the sprinkler nozzle. Clogging
of nozzles can result in pressure increase. Plugged intakes or crystallization of mainlines
will reduce operating pressure. Operating below design pressure greatly reduces the
coverage diameter and application uniformity.
For the above reason, you should calibrate your equipment on a regular basis to ensure
proper application rates and uniformity. Calibration at least once every three years is
recommended. Calibration involves collecting and measuring flow at several locations in
the application area. Any number of containers can be used to collect flow and
determine the application rate. Rain gauges work best because they already have a
graduated scale from which to read the application amount without having to perform
additional calculations. However, pans, plastic buckets, jars, or anything with a uniform
opening and cross-section can be used provided the liquid collected can be easily
transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly throughout the
application area at several distances from sprinklers. For traveling guns, sprinklers
should be located along a transect perpendicular to the direction of pull. Set out
collection containers 25 feet apart along the transect on both sides of the gun cart. You
should compute the average application rate for all nonuniformity of the application. On a
windless day, variation between containers of more than 30 percent is cause for concern.
You should contact your irrigation dealer or technical specialist for assistance.
'Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual

OPERATION & MAINTENANCE PLAN
Proper lagoon management should be a year-round priority. It is especially important to manage
levels so that you do not have problems during extended rainy and wet periods.
Maximum storage capacity should be available in the lagoon for periods when the receiving crop is
dormant (such as wintertime for bermudagrass) or when there are extended rainy spells such as a
thunderstorm season in the summertime. This means that at the first sign of plant growth in the
later winter / early spring, irrigation according to a farm waste management plan should be done
whenever the land in dry enough to receive lagoon liquid. This will make storage space available in
the lagoon for future wet periods. In the late summer / early fall the lagoon should be pumped down
to the low marker (see Figure 2-1) to allow for winter storage. Every effort should be made to
maintain the lagoon close to the minimum liquid level as long as the weather and waste utilization
plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to irrigated does
not leave room for storing excess water during extended wet periods. Overflow from the lagoon for
any reason except a 25-year, 24-hour storm is a violation of state law and subject to penalty action.
The routine maintenance of a lagoon involves the following:
Maintenance of a vegetative cover for the dam. Fescue or common bermudagrass
are the most common vegetative covers. The vegetation should be fertilized each
year, ishouldfbeebased t n a soils testvb t in s stand. The amunt of fertiliethe event that it sonot practicalzt d btailnea
soils test each year, the lagoon embankment and surrounding areas should be
fertilized with 800 pounds per acre of 10-10-10, or equivalent.
Brush and trees on the embankment must be controlled. This may be done by
mowing, spraying, grazing, chopping, or a combination of these practices. This
should be done at least once a year and possibly twice in years that weather
conditions are favorable for heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter the lagoon
water. Such chemicals could harm the bacteria in the lagoon that are treating the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of the lagoon
and at least monthly and after major rainfall and storm events. Items to be checked should include,
as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes -- look for:
1. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes

Lagoon surface -- look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment -- look for:
1. settlement, cracking, or"jug" holes
2. side slope stability -- slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack or vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon dam.
A good stand of vegetation will reduce the potential damage caused by wave action. If
wave action causes serious damage to a lagoon sidewall, baffles in the lagoon may be
used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon
has any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is a
threat of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps -- check for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need of repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that
you are not completely "surprised" by equipment failure. You should perform your
pumping system maintenance at a time when your lagoon is at its low level. This will
allow some safety time should major repairs be required. Having a nearly full lagoon is
not the time to think about switching, repairing, or borrowing pumps. Probably, if your
lagoon is full, your neighbor's lagoon is full also. You should consider maintaining an
inventory of spare parts or pumps.
• Surface water diversion features are designed to carry all surface drainage
waters (such as rainfall runoff, roof drainage, gutter outlets, and parking lot
runoff) away from your lagoon and other waste treatment or storage
structures. The only water that should be coming from your lagoon is that
which comes from your flushing (washing) system pipes and the rainfall that
hits the lagoon directly. You should inspect your diversion system for the
following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height
3

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an overflow problem from a surface water diversion or there may be seepage into
the lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before waste
loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a Flexible pipe extender on the end of the
pipe to discharge near the bottom of the lagoon during initial filling or another
means of slowing the incoming water to avoid erosion of the lining.
4. When possible, begin loading new lagoons in the spring to maximize bacterial
establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon liquid
volume. This seeding should occur at least two weeks prior to the addition of
wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below 7.0, add
agricultural lime at the rate of 1 pound per 1000 cubic feet of lagoon liquid volume
until the pH rises above 7.0. Optimum lagoon liquid pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate biological
activity. Consultation with a technical specialist is recommended if these
conditions occur for prolonged periods, especially during the warm season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily
are optimum for treatment. Pit recharge systems, in which one or more buildings are
drained and recharged each day, also work well.

Practice water conservation --- minimize building water usage and spillage from
leaking waterers, broken pipes and washdown through proper maintenance and water
conservation.
Minimize feed wastage and spillage by keeping feeders adjusted. This will reduce the
amount of solids entering the lagoon.
Management:
• Maintain lagoon liquid level between the permanent storage level and the full
temporary storage level.
• Place visible markers or stakes on the lagoon bank to show the minimum liquid level
and the maximum liquid level. (Figure 2-1).
• Start irrigating at the earliest possible date in the spring based on nutrient
requirements and soil moisture so that temporary storage will be maximized for the
summer thunderstorm season. Similarly, irrigate in the late summer / early fall to
Provide maximum lagoon storage for the winter.
• The lagoon liquid level should never be closer than 1 foot to the lowest point of the
dam or embankment.
• Don not pump the lagoon liquid level lower than the permanent storage level unless
You are removing sludge.
• Locate float pump intakes approximately 18 inches underneath the liquid surface and
as far away from the drainpipe inlets as possible.
• Prevent additions of bedding materials, long-stemmed forage or vegetation, molded
feed, plastic syringes, or other foreign materials into the lagoon.
• Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
• Maintain strict vegetation, rodent, and varmint control near lagoon edges.
• Do not allow trees or large bushes to grow on lagoon dam or embankment.
• Remove sludge from the lagoon either when the sludge storage capacity is full or
before it fills 50 percent of the permanent storage volume.
• If animal production is to be terminated, the owner is responsible for obtaining and
implementing a closure plan to eliminate the possibility of a pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:

• proper lagoon sizing,
• mechanical solids separation of flushed waste,
• gravity settling of flushed waste solids in an appropriately designed basin, or
• minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
• have more nutrients,
• have more odor, and
• require more land to properly use the nutrients
Removal techniques:
• Hire a custom applicator.
• Mix the sludge and lagoon liquid with a chopper - agitator impeller pump through large -
bore sprinkler irrigation system onto nearby cropland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; mix
remaining sludge; pump into liquid sludge applicator, haul and spread onto cropland or
forageland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland;
dredge sludge from lagoon with dragline or sludge barge; berm an area beside lagoon
to receive the sludge $o that liquids can drain back into lagoon; allow sludge to
incorporate.
dewater; haul and spread with manure spreader onto cropland or forageland; and soil
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and crop
requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage.
Close attention by the pumper or drag -line operator will ensure that the lagoon liner
remains intact. If you see soil material or the synthetic liner material being disturbed, you
should stop the activity immediately and not resume until you are sure that the sludge can
be removed without liner injury. If the liner is damaged it must be repaired as soon as
Possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal content
than liquid. Because of this it should probably be applied to land with low phosphorus and
metal levels, as indicated by a soil test, and incorporated to reduce the chance of erosion.
Note that if the sludge is applied to fields with very high soil -test phosphors, it should be
applied only at rates equal to the crop removal of phosphorus. As with other wastes,
always have your lagoon sludge analyzed for its nutrient value.

The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions which
could increase the concern of neighbors.
Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure.
Types of failures include leakage through the bottom or sides, overtopping, and breach of
the dam. Assuming proper design and construction, the owner has the responsibility for
ensuring structure safety. Items which may lead to lagoon failures include:
• Modification of the lagoon structure -- an example is the placement of a pipe in the dam
without proper design and construction (Consult an expert in lagoon design before
placing any pipes in dams.)
• Lagoon liquid levels -- high levels are a safety risk.
• Failure to inspect and maintain the dam.
• Excess surface water flowing into the lagoon.
• Liner integrity — protect from inlet pipe scouring, damage during sludge removal, or
rupture from lowering lagoon liquid level below groundwater table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large
discharge of wastewater and possible dam failure.

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) o-Z
tq -�atS
EMERGENCY MANAGEMENT SERVICES (EMS) t� _ 2of Le o
SOIL AND WATER CONSERVATION DISTRICT (SWCD)
NATURAL RESOURCES CONSERVATION SERVICE (NRCS)
COOPERATIVE EXTENSION SERVICE (CES) fNj0 l - at1A-3
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible location
for all employees at the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation, this may or may not be possible. Suggested
responses to some possible problems are listed below.
A. Lagoon overflow - possible solutions are:
a) Add soil to berm to increase elevation of dam.
b) Pump wastes to fields at an acceptable rate.
c) Stop all flow to the lagoon immediately.
d) Call a pumping contractor.
e) Make sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include:
a) Immediately stop waste application.
b) Create a temporary diversion to contain waste.
c) Incorporate waste to reduce runoff.
d) Evaluate and eliminate the reason(s) that cause the runoff.
e) Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers - action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Close valves to eliminate further discharge.
d) Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators - action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Make sure siphon occurs.
d) Stop all flow in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks -
possible action:
a) Dig a small sump or ditch from the embankment to catch all seepage, put in a submersible
pump, and pump back to lagoon.
b) If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil.
c) Have a professional evaluate the condition of the side walls and the lagoon bottom as soon
as possible.

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury; fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies
a. During normal business hours call your DWQ regional office; Phone #, After hours,
emergency number: [phone]. Your phone call should include: your name, facility
number, telephone number, the details of the incident from item 2 above, the exact
location of the facility, the location or direction of the movement of the spill, weather and
wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
C. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice / technical assistance phone number.
If none of the above works call 911 or the Sheriffs Department and explain your problem to
them and ask the person to contact the proper agencies for you.
5 Contact the contractor of your choice to begin repair or problem to minimize offsite damage.
a. Contractors Name: Murphy Brown LLC
b. Contractors Address: P.O. Box 856 Warsaw NC 28398
c. Contractors Phone: [phone]
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: Kraig Westerbeek
b. Phone: (910) 293 - 5330
Implement procedures as advised by DWQ and technical assistance agencies to rectify the
damage, repair the system, and reassess the waste management plan to keep problems
with release of wastes from happening again.

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
Flush Gutters Accumulation of solids Flush system is designed and operated
sufficiently to remove accumulated
solids from gutters as designed.
() Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids (✓) Maintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30% of surface.
.-....oyn�y vcymeuun (-)Maintain vegetative control along banks of
Vegetative Growth lagoons and other impoundment's 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 accumulation
of decaying wastage.
() Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulation of teed
() Reduce moisture accumulation within and around
residues
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
() Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Accumulation of animal
Areas
() Eliminate low area that trap moisture along fences
wastes and feed wastage
and other locations where waste accumulates and
disturbance by animals is minimal.
() Maintain fence rows and fitter strips around animal
holding areas to minimize accumulations of wastes
(i.e. inspect for and remove or break up accumulated
solids as needed).
MIC — November 11, 1996
10

....--V rucumwauons or animal O Removes ilia
Systems wastes ri ge on a routine basis inter al d day
interval during summer; 15-30 days interval during
winter) where manure is loaded for land application
or disposal.
() Provide for adequate drainage around manure stockpiles
() Inspect for and remove or break up accumulated wastes
in filter strips around stockpiles and manure handling
areas as needed.
The issues checked ( ) pertain to this operation. The landowner / integrator agrees to use
sound judgment in applying insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been
reviewed with me.
(L nd wner Signature)
For more information contact the Cooperative Extension Service, Department of Entomology, Box
7613, North Carolina State University, Raleigh, NC 27695-7613
AMIC -- November 11, 1996

Swine Farm Waste Management -Odor Control Checklist
Permit No.: 3 _5 to
Date: 4- 1- ZZ.
INSTRUCTIONS FOR USE � �
• Odor Control Checklist is required by General Statute 143-215.10C(e)(1) Owner Signatufgi,"
• 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.
BMP Option to Minimize Odor
FARMSTEAD
• Swine Production 0 Maintain vegetative or wooded buffers at or
near property boundary
♦ Improper drainage ❑ Grade and landscape so water drains away
from facilities and prevent Fording
Ej Maintain farm access roads and prevent traffic
in waste application area
❑ Other BMPs—please descfibe
MORTALITY MANAGEMENT
♦ Carcass
Decomposition
♦ Incomplete Incineration
® Dispose of mortality using method approved
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.
❑ Use incinerators with secondary burners for
complete combustion.
❑ Other BM Ps — please describe
Comments
• 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
Practices
Swine AMOC
Page 1 of 6 APPROVED — 7/2S/2019

Swine Farm Waste Management —Odor Control Checklist
Permit No.: 3 1 - 5 iLe,
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
HOUSE / BARN - WASTE HANDLING
• Flush tanks
❑ Install Hush lank 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
C] Install covers on outside waste collection or
junction 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 ❑ Scrape 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
I] Other BM Ps - please describe
• Pit -flush systems
• Pit -flush systems
• Pit -recharge or "pull -plug' systems
• Monitor for any solids accumulation in pit
• Will move with other manure via pits
• Where applicable
• Aids in animal cleanliness
• Aids in animal cleanliness
• Solid floor/bedding systems
Swine AMOC Page 2 of 6 APPROVED - 7/25/2019

Swine Farm Waste Management — Odor Control Checklist
Permit No.: 3 1 - S U
Cause/Source 8MP Option to Minimize Odor Comments Site Specific Practices
HOUSE/ BARN —VENTILATION
• Dust ❑ Clean fans regularly —specify frequency
♦ Volatile/odorous gases ❑ Efficient air movement
❑ Install 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
❑ Minimize free -fall height of dry feed
❑ Install feed delivery downspout extenders
to the feed covers
❑ Remove spoiled/unusable feed on regular basis
❑ Feed pellets instead of dry meal
❑ Use feed additives
•Ammonia ❑Use feed -reduced crude protein diet
❑ Other 8MPs—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: biofrlters, 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
Jwme NrvvL Page 3 of 6
APPROVED — 7/25/2019

Swine Farm Waste Management — Odor Control Checklist
Permit Nci I —S Lo
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
LAGOON/ WASTE STORAGE STRUCTURE
• Volatile Gases ® Maintain proper lagoon volume
❑ Minimize free -fall height of waste from
discharge pipe to lagoon surface
❑ Extend discharge point of pipe to below lagoon
liquid level
❑ Maintain proper surface area -to -volume ratio
Ej Use correct lagoon start-up procedures
❑ Aerate for odor control
® Manage sludge levels based on annual sludge
survey as required by permit
E3 Keep spilled feed or foreign debris out of lagoon
to prevent excess sludge accumulation
❑ Install/use solids separation system
❑ Use proven biological or chemical additives
❑ Use permeable lagoon covers (not a digester)
❑ Use impermeable lagoon cover or
anaerobic digester
C] Other BMPS— please describe
LAND APPLICATION
• Odorous gases ® Perform land application in accordance with
CAWMP
♦Wind drift ® Pump intake near lagoon surface
❑ Pump from second stage lagoon
❑ Follow good neighbor policy
❑ Operate at minimum recommended pressure
❑ Increase setbacks beyond those required by
statute, rule, of permit
Swine AMOC
• Sufficient liquid volume/depth is required
for proper anaerobic treatment
• Use caution not to scour or damage lagoon liner
Monitor for any increase in rate of solids accumulation
• Methane can be Flared if not utilized
• Required by rule ISA NCAC 02D.1802
• Avoid application on known weekends,
special days, or holidays/eves if possible
Page a of 6
APPROVED — 7/25/2019

Swine Farm Waste Management —Odor Control Checklist
Permit No.: 11 - G
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
LAND APPLICATION (CONTINUED)
❑ Apply during favorable wind conditions,
(especially for traveling guns or impact
sprinklers)
U When practical, apply waste on sunny days
rather than cool, overcast days
❑ When possible, apply waste mid morning to
late -afternoon
❑ For traveling guns, use taper -ring or taper -bore
nozzles
❑ For traveling guns, use largest -available nozzle
that provides acceptable application uniformity
Q Replace impact sprinklers with low -drift nozzles
on center pivots and linear move systems.
❑ Use hose -drag system
❑ Use injection method for waste application
EJ Other RMPs - please describe
SLUDGE DISPOSAL
♦ Odorous gases ❑ Transport sludge in covered vehicles or tankers
❑ Apply in thin, uniform layers
❑ Incorporate land -applied sludge as soon as
practical after application, and in accordance
with permit.
❑ Use injection method for sludge application
❑ Dewater sludge prior to application
❑ Use alternatives to land application, such as
compost, gasification, energy generation, etc.
EJ Other BMPs- please describe
Recommend checking predicted average hourly
wind speed within 24 hours prior to
anticipated start
Allows for vertical dissipation of odor
• Allows for better vertical dissipation of odor
Less odor and drift than ring nozzles
• Speeds drying and prevents pending
• Required within 48 hours or prior to next rain event,
whichever Is first, for conventionally tilled
bare soils
Swine AMOC Page 5 of 6 APPROVED - 7/2S/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— Windbreak/Shelterbelt Establishment
NC NRCS Standard 422— Hedgerow Planting
NC NRCS Standard 442 — Sprinkler System
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107 1995 Conference Proceedings
Options for Managing Odor: A Report from the Swine Odor Task Force
AVAILABLE FROM:
www.extEnsion.iastate,edulampat/
NC Division of Water Resources
www.bae.ncsu.edu
www.bae.ncsu.edu
www.bae.ncsu.edu
www.bae.ncsu.edu
www.bae.ncsu.edu
www.nres.udsa.gov
www.nres-udsa-gov
www.nres.udsa.gov
www.nres.udsa.gov
Florida Cooperative Extension Service
NC Stale University
Swine AMOC Page 6 of 6 APPROVED — 7/25/2019

version -November 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary secondary Routine Mortality
❑ ❑ Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should beat least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
a ❑ 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.
Q In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
aMass 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.
W,L Si4atJe of Farm Owner/Manager
Signature of Technical Specialist
1' 21, W21
Date
Date

Appendix 1. Lagoon Sludge Survey Form Revised August 2008
A. Farm permit or DWQ Identification Number 31.56
B. Lagoon Identification Double "C" Farms Inc.-..DC-3
C. Person(s) taking Measurements Anthony Garner
D. Date of Measurements 6I27/20211
E. Methods/Devices Used for Measurement of:
a. Distance from the lagoon liquid surface to the top of the sludge layer.
SONAR BOAT
b. Distance from the lagoon liquid surface to the bottom (soil) of lagoon
SONAR BOAT -_
c. Thickness of the sludge layer if making a direct measurement with "core sampler"
NIA
F. Lagoon Surface Area (using dimensions at inside top of bank) 3.95 (acres)
(Draw sketch of lagoon on a sepemte sheet and list dimensions, and calculate surface area. The lagoon may
have 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, 3.95 acres x 6 = 18 , with a maximum of 24.
(Using sketch and dimensions, develop a uniform "grid" that has number of intersection points that match most
closley with the estimated number of sampling points needed. Number the grid intersection points on the lagoon
grid to correspond with the data to be recorded for points of measurement.)
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 must be at least 2.5 ft. when irrigating.
1. At time of sludge survey, also measure the distance from the Maximum Liquid Level 1.0'
to the Present Liquid Level (measure at the lagoon gage pole):
J. Determine distance from the top of the bank to the Maximum Liquid Level
1,8'
(use lagoon management plan or other lagoon records)
K. Determine distance from Maximum Liquid Level to Minimum Liquid Level:
2.2'
(Determine from Plan or other lagoon records)
L. Calculate distance from present liquid surface level to Minimum Liquid Level:
1.2'
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
9.2'
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
6.2'
_ _
to the top of the sludge layer (average for all the measurement points):
0. Record from sludge survey data sheet the average thickness of the sludge layer:
4.0'
_
P. Calculate the thickness of the existing Liquid Treatment Zone (Item N minus Item L): _
4.0'
_
Q, If O is greater than Item P, proceed to the Worksheet for Sludge Volume and Treatment Volume.
_
If 0 is equal to or less than Item P, you do not have to determine volumes.
Completed by:) Robert B. Mitchell"ture,--
//ate:
6/2712021
Print Name __-- Sign

Appendix 2. Sludge Survey Data Sheet *
Revised August2008
Lagoon Identification:
Sludge Survey Data Sheet Double "C" Farms Inc. - DC-3
Completed by: Robert B. Mitchell
Print Name *S,
Date:
ature - - - -
(A) - -- - Grid (C)
(B)
(C) (B)
Point Distance from liquid surface 9
No 9 Distance from liquid surface
to top of sludge Thickness of sludge
to lagoon bottom (soil) layer
Ft & mches Feet (tenths) Ft & inches Feet (tenths) I F[ &inches Feet (tenths)
-- —
t 05 02 05 2 _
-- 09'02
05 02"--_ -05 2 — - - ---- 09 2 04 00
09 02" —.
_Average_ 092 04'00" I 64.0' -'
'
3.1 pump 3.1 3.1
9ntake -- --
* All Grid Points and corres ondin stud a la er 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 of the 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 average sludge layer thickness is 2.5 ft. in the existing Treatment zone is 3.5 feet. If the
lagoon has a designed sludge storage volume, see notes at the end of the worksheet. 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, if the lagoon is a standard geometric shape, the volume and treatment volume of the 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 at midpoint of the layer and multiply by the
layer thickness to calculate the layer volume as shown in the example. If the lagoon is an irregular shape,
convert the total surface area to a square or rectangle shape. For exact volumes for lagoons with constant
side slope, the "Prismoidal Equations" may be used.
Example
Your Lagoon
I. Average Sludge Layer Thickness (T)
2.5 ft.
04.0'
2. Depth of lagoon from top of bank
to bottom soil surface (D)
II ft.
I2.0'
-
3. Slope = horizontal/vertical side slope (8)
3.00%
3.0 /o a
4. Length at top inside bank (L)
457 ft.
- -
430.0'
5. Width at top inside bank (W)
229 ft.
400.0'
6. Length at midpoint of sludge layer
398.5 ft.
370.0'
7. Width at midpoint of sludge layer
Wm = W-2 S(D-(T/2))
170.5 ft.
_.. -
340.0'.
8. Volume ofsludge (V)
V=Lm Wm T
169,860 fl.
- -- - -- - -
503,20ft. a
-
9. Volume in gallons
*
Vg=V 7.Sgal./f3
1,273,950 gal.
- — - ---
3,774,000 gal.
10. Thickness of existing liquid tmt. Zone (Y)
3.5 ft.
4.0 ft.
11. Thickness of total treatment Zone (Z)
6.0 ft. 8.0 ft.
Z=T+y
(Appendix 3 continued on next page)

Appendix 3. WorkShect 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))
409 ft.
370.0 ft.
--
13. Width at midpoint of Total Treatment Zone
181 ft.
340.0 ft.
Wz= W - 2(S) (D-(Z/2))
14. Volume of Total Treatment Zone (Vz)
444,174 11.3
1,075,712 ft.
Vz=LzWzZ
--
15.Ratio (R) of Sludge Layer Volume to Total
0.38
.47 (47%)
Treatment Volume
R = Vs/Vz
If the ratio exceeds 0.50. then a Sludge Plan of Action may be required. Check with
DWQ for information on filling the Plan of Action.
Note: If the lagoon has a designed sludge storage volume (DSSV), subtract 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 0. , then R = (169,860 - 85,000) / (447, 174 - 85,000)
R = 84,860 / 362,174 = 0.23

APP* dix 6,
co"rersJop
='able �r;¢
fdCk �i18 , �10,f at1*ae>`; .
of Ino
9 6
¢ oz a °
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S 0. 10 0•
11
16

Appendix 1. Lagoon Sludge Survey Form
A. Farm permit or DWQ Identification Number
31-56 Revised August 2008
B. Lagoon Identification Double "C" Farms Inc. - DC-1
C. Person(s) taking Measurements
Anthony Garner
D. Date of Measurements �- 5/17/2021
E. Methods/Devices Used for Measurement of.
a. Distance from the lagoon liquid surface to the top of the sludge layer.
SONAR BOAT
b. Distance from the lagoon liquid surface to the bottom (soil) of lagoon
SONAR BOAT
c. Thickness of the sludge layer if making a direct measurement with "core sampler"
N/A
F. Lagoon Surface Area (using dimensions at inside top of bank) 1.60 (acres)
(Draw sketch of lagoon on a seperate sheet and list dimensions, and calculate surface area. The lagoon may
have 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, 1.60 acres x 6 = 8 , with a maximum of 24.
(Using sketch and dimensions, develop a uniform "grid" that has number of intersection points that match most
closley with the estimated number of sampling points needed. Number the grid intersection points on the lagoon
grid to correspond with the data to be recorded for points of measurement.)
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 must be at least 2.5 ft. when irrigating.
1. At time of sludge survey, also measure the distance from the Maximum Liquid Level 1.0'
to the Present Liquid Level (measure at the lagoon gage pole):
J. Determine distance from the top of the bank to the Maximum Liquid Level 1.7'
(use lagoon management plan or other lagoon records)
K. Determine distance from Maximum Liquid Level to Minimum Liquid Level: 2.4•
(Determine from Plan or other lagoon records)
L. Calculate distance from present liquid surface level to Minimum Liquid Level: 1.4'
(Item K - Item 1, assuming present liquid level is below Maximum Liquid Level):
M. Record from sludge survey data sheet the distance from the present liquid surface level 10.2'
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 5.4'
to the top of the sludge layer (average for all the measurement points):
O. Record from sludge survey data sheet the average thickness of the sludge layer: 4.8'
P, Calculate the thickness of the existing Liquid Treatment Zone (Item N minus Item L): 4,0'
Q. If 0 is greater than Item P, proceed to the Worksheet for Sludge Volume and Treatment Volume.
If 0 Is equal to or less than Item P, you do not have to determine volumes.
Completed by:) Robert B. Mitchell
- Na _ (,J%Q(/�/ �:.��!'���v te: 5127I2021
Pnnt Name "Signature _ --

Appendix 2. Sludge Survey Data Sheet *
Sludge Survey Data Sheet
Completed by: Robert B. Mitchell
Print Name
Grid (B)
IPoint Distance from liquid surface
No. to top of sludge
Ft. &inches Feet tenths
05 05
05.4'
Average
Revised August 2008
Lagoon Identification:
Double C" Farms Inc.- D.G-
Date:
Signature
(C)
Distance from liquid surface
to lagoon bottom (soil)
Ft & inches I Feet (tenths)
10-02 - 10.25.
Thickness of sludge
layer
Ft. & inches Feet (tenths)
04'10 -- --04.8
0410 _.. 04.8' 0 . ---
J'
AL So
pump 3.0 — � _...._.3.0
�—
30
Intake—
_—�--—
* All Grid Points and corres ondin stud a la er 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 of the 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 average sludge layer thickness is 2.5 ft. in the existing Treatment zone is 3.5 feet. If the
lagoon has a designed sludge storage volume, see notes at the end of the worksheet. 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. If the lagoon is a standard geometric shape, the volume and treatment volume of the 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 at midpoint of the layer and multiply by the
layer thickness to calculate the layer volume as shown in the example. If the lagoon is an irregular shape,
convert the total surface area to a square or rectangle shape. For exact volumes for lagoons with constant
side slope, the "Prismoidal Equations" may be used.
Example
Your lagoon
I. Average Sludge Layer Thickness (T)
2.5 ft.
04.8'
2. Depth of lagoon from top of bank
11 ft.
13.0'
to bottom soil surface (D)
3. Slope = horizontal/vertical side slope (S)
3.00%
3.0%
4. Length at top inside bank (L)
457 ft.
- — ---
240.0'
5. Width at top inside bank (W)
229 ft.
__--290.0' -
6. Length at midpoint of sludge layer
398.5 ft.
176.4'
7. Width at midpoint of sludge layer
170.5 ft.
226.4'
-- — --__
_. -
8. Volume of sludge (V)
169,860 ft. 3
191,697 ft. 3
V=Lm Wm T
9. Volume in gallons
1,273,950 gal.
1,437,731 gal.
Vg=V*7.5 gal./f 3
-- _
10. Thickness of existing liquid tmt. Zone (Y)
3.5 R.
4.0 ft.
11, Thickness of total treatment Zone (Z) 6.0 It. 8.8 ft.
Z=T+Y
(Appendix 3 continued on next page)

Appendix 3. WorkSheet for sludge volume and treatment volume (continued) Revised August 2008
12. Length at midpoint of Total Treatment Zone 409 ft. 176.4 ft.
Lz = L - 2(S) (D - (Z/2))
13. Width at midpoint of Total Treatment Zone 181 ft. 226.4 ft.
Wz= W - 2(S) (D-(Z/2)) _...
14. Volume of Total Treatment Zone (Vz) 444,174 03 395,248 ft.
Vz=LzWzZ
15.Ratio (R) of Sludge Layer Volume to Total 0.38 .49 (49%)
Treatment Volume
R = Vs/Vz
If the ratio exceeds 0.50. then a Sludge Plan of Action may be required. Check with
DWQ for information on filling the Plan of Action.
Note: If the lagoon has a designed sludge storage volume (DSSV), subtract 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 f@. , then R = (169,860 - 85,000) / (447, 174 - 85,000)
R = 84,860 / 362,174 = 0.23

6' Ccaverrs/o `
a �"ablc Fr;R ,
tithsI O shss!o r�tiSs e .
f Inohos ?- ; If "-I
16

Appendix 1. Lagoon Sludge Survey Form
A, Farm permit or DWQ Identification Number
B. Lagoon Identification
C, Person(s) taking Measurements
D. Date of Measurements
E. Methods/Devices Used for Measurement of:
Revised August 2008
31-56
Double "C" Farms Inc. - DC-2
Anthony Garner
5/2712021
a. Distance from the lagoon liquid surface to the top of the sludge layer.
SONAR BOAT
b. Distance from the lagoon liquid surface to the bottom (soil) of lagoon
SONAR BOAT
c. Thickness of the sludge layer if making a direct measurement with "core sampler"
N/A
F. Lagoon Surface Area (using dimensions at inside top of bank) 2.10 (acres)
(Draw sketch of lagoon on a seperate sheet and list dimensions, and calculate surface area. The lagoon may
have 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, 2.10 acres x 6 = 8 , with a maximum of 24.
(Using sketch and dimensions, develop a uniform "grid" that has number of intersection points that match most
closley with the estimated number of sampling points needed. Number the grid intersection points on the lagoon
grid to correspond with the data to be recorded for points of measurement.)
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 must be at least 2.5 ft. when irrigating.
1. At time of sludge survey, also measure the distance from the Maximum Liquid Level 1.0'
to the Present Liquid Level (measure at the lagoon gage pole):
J. Determine distance from the top of the bank to the Maximum Liquid Level 4.7'
(use lagoon management plan or other lagoon records)
K. Determine distance from Maximum Liquid Level to Minimum Liquid Level: 2.5'
(Determine from Plan or other lagoon records)
L. Calculate distance from present liquid surface level to Minimum Liquid Level: 1.5'
(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 _ 10_ .2'
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 _ 5.6'
to the top of the sludge layer (average for all the measurement points):
0. Record from sludge survey data sheet the average thickness of the sludge layer: 4.6'
P. Calculate the thickness of the existing Liquid Treatment Zone (Item N minus Item L): 4.1'
Q. If O is greater than Item P, proceed to the Worksheet for Sludge Volume and Treatment Volume.
If 0 is equal to or less than Item P, you do not have to determine volumes.
���
Completed by:) Robert B. Mitchell /3, I q ate: 512712021
Prim[ Name Signature

Appendix 2. Sludge Survey Data Sheet * Revised August 2008
Lagoon Identification:
Sludge Survey Data Sheet Double "C" Farms Inc. - DC-2
Completed by: Robert B. Mitchell Date:
-- - --
Print Name - --
ignature
(A) (B) ( (C) (C) (B)
Grid
Point Distance from liquid surface Distance from liquid surface Thickness of sludge
No. I to top of sludge to lagoon bottom (soil) layer
Ft. & inches Feet (tenths) Ft. & inches Feet (tenths) Ft & inches r Feet (tenths)
0 05'07 05.61 10'02 10.2 04 07 04.6 '
05'07 05 6 MOT-- I 10.2' 04 07" 04 6'
Avera e
1—
IA[ T "— 3.0 — 3.0 3.0 -3.0
Intake
!pump
* All Grid Points and corresponding 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 of the 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 average sludge layer thickness is 2.5 ft. in the existing Treatment zone is 3.5 teet. If the
lagoon has a designed sludge storage volume, see notes at the end of the worksheet. 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. If the lagoon is a standard geometric shape, the volume and treatment volume of the 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 at midpoint of the layer and multiply by the
layer thickness to calculate the layer volume as shown in the example. If the lagoon is an irregular shape,
convert the total surface area to a square or rectangle shape. For exact volumes for lagoons with constant
side slope, the "Prismoidal Equations" may be used.
Example
Your Lagoon
I. Average Sludge Layer Thickness (T)
2.5 ft.
04.6'
2. Depth of lagoon from top of bank
I I ft.
13.0'
to bottom soil surface (D)
3. Slope = horizontal/vertical side slope (S)
3.00%
3.0%
4. Length at top inside bank (L)
457 ft.
385.0'
5. Width at top inside bank (W)
229 ft.
240.0'
6. Length at midpoint of sludge layer
398.5 ft.
320.8'
Lm = L - 2 S(D-(T/2))
7. Width at midpoint of sludge layer
170.5 ft.
- --
175.8'
Wm = W-2 S(D-(T/2))
8. Volume of sludge (V)
169,860 ft. 3
259,425 ft. 3
V=Lm Wm T
9. Volume in gallons
1,273,950 gal.
1,945,684 gal.
Vg=V*7.5 gal./f 3
10. Thickness of existing liquid tort. Zone (Y)
3.5 ft.
4.1 ft.
11. Thickness of total treatment Zone (Z) 6.0 ft. 8.7 ft.
Z=T+Y
(Appendix 3 continued on next page)

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 at midpoint of Total Treatment Zone
Wz= W - 2(S) (D-(Z✓2))
14. Volume of Total Treatment Zone (Vz)
Vz=Lz WzZ
409 ft. 320.8 ft.
181 ft. 175.8 ft.
444,174 ft.' 545,108 ft.
IS.Ratio (R) of Sludge Layer Volume to Total 0.38 .48 (48 G,)
Treatment Volume
R = Vs/Vz
If the ratio exceeds 0.50. then a Sludge Plan of Action may be required. Check with
DWQ for information on filling the Plan of Action.
Note: If the lagoon has a designed sludge storage volume (DSSV), subtract 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 = 85,00011F. , then R = (169,860 - 85,000) / (447, 174 - 85,000)
R = 84,860 / 362,174 = 0.23

'APP d1x 6,
c"'Yarslob Z"
I4Q%7CS able Br„R ay , ,
f� >tJsOf Inofios ?rn f f to7�tGsotFeet;.
,2 0,1 Meer
3 0 z g Ds
6 0. 10 OB
0. _

�3
-perator:Cottle & Cox County: Duplin
Distance to nearest residence (other than owner):
AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
0 sows (farrow to feeder)
7040 head (finishing only)
0 sows (farrow to wean)
0 head (wean to feeder)
Describe other :
x
1417
lbs.
x
522
lbs.
x
135
lbs.
x
433
lbs.
x
30
lbs.
Date: 07/03/96
1700.0 feet
= 0
lbs
= 0
lbs
= 950400
lbs
= 0
lbs
= 0
lbs
0
Total Average Live Weight = 950400 lbs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 950400 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 950400 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet "WNEK 1?EQU65i5 ko S 96V SfMAGE,
Qi UP&e W4 Ll DC R6 MOVU'V AS Nec-mc%
TOTAL DESIGNED VOLUME
Inside top length (feet)_____________________
Inside
400.0
top Width (feet) __
Top of dike elevation )feet
449.6
Bottom of lagoon elevation (feet)
- --__ ------
49•6
Freeboard (feet)-----______--___-_
31.0
Side slopes -----------
p (inside lagoon)__________________
3.0
3,0 ;
1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH
3.0
DEPTH
3.0 3.0 3.0 424.0
394.0
10.0
AREA OF TOP
LENGTH * WIDTH =
424.0 394.0 167056 (AREA OF
TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
364.0 334.0 121576 (AREA OF
BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
394.0 364.0 573664 (AREA OF
MIDSECTION
* 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA
167056.0
BOTTOM)
* DEPTH/6
573664.0
121576.0
1.7
Total Designed Volume Available = 1437160 CU. FT.

TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
430.0 400.0 172000.0 square feet
Buildings (roof and lot water)
0.0 square feet
TOTAL DA 172000.0 square feet
Describe this area.
Design temporary storage period to be 180 days.
9. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 950400 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 1736064 gals. or 232094.1 cubic feet
3. 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 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
Volume = 0.0 cubic feet per CF
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 = 100333.3 cubic feet

J. Volume of 25 year - 24 hour storm
Volume =
7.5
inches
/ 12 inches per foot * DA
Volume =
107500.0
cubic
feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
232094
cubic
feet
5B.
0
cubic
feet
5C.
100333
cubic
feet
5D.
107500
cubic
feet
TOTAL 439927 cubic feet
SUMMARY
Temporary storage period____________________>
180
days
Rainfall in excess of evaporation=====______>
7.0
inches
25 year - 24 hour rainfall__________________>
7.5
inches
Freeboard___________________________________>
1.0
feet
Side slopes_________________________________>
3.0
• 1
Inside top length___________________________>
430.0
feet
Inside top width____________________________>
400.0
feet
Top of dike elevation_______________________>
49.6
feet
Bottom of lagoon elevation__________________>
38.6
feet
Total required volume_______________________>
1390327
cu. ft.
Actual design volume________________________>
1437160
cu. ft.
Seasonal high watertable elevation (SHWT)===>
44.1
feet
Stop pumping elev.__________________________>
45.6
feet
Must be > or = to the SHWT elev.====______>
44.1
feet
Must be > or = to min. req. treatment el.=>
44.6
feet
Required minimum treatment volume=====______>
950400
cu. ft.
Volume at stop pumping elevation=====_______>
957754
cu. ft.
Start pumping elev._________________________>
47.8
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr, 24 hr. rainfall==>
1329660
cu. ft.
Volume at start pumping elevation=====______>
1305080
cu. ft.
Required volume to be pumped===_____________>
332427
cu. ft.
Actual volume planned to be pumped=====_____>
347326
cu.
Min. thickness of soil liner when require -
.6
fee
BY: !� v�Y(w(.� B
(iED PErTI(h; 6NF, ANC ��� c� �o �v y
DATE: 03 DATE. 4'
V1 Zlf7�v
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

Operator:Eric Cox #1 County: Duplin
Distance to nearest residence (other than owner)
1. STEADY STATE LIVE WEIGHT
Date: 02/08/94
1800.0 feet
0
sows
(farrow to finish)
x
1417
lbs.
= 0
lbs
0
sows
(farrow to feeder)
x
522
lbs.
= 0
lbs
2940
head
(finishing only)
x
135
lbs.
= 396900
lbs
0
sows
(farrow to wean)
x
433
lbs.
= 0
lbs
0
head
(wean to feeder)
x
30
lbs.
= 0
lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 396900 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 396900 lbs. SSLW x Treatment Volume(CF)/lb. SSLW
Treatment Volume(CF)/lb. SSLW= 1 CF/lb. SSLW
Volume = 396900 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet ; "Owner requests no sludge storage.
Sludge will be removed as needed."
TOTAL DESIGN VOLUME
Inside top length 240.0 feet Inside top width 287.5 feet
Top of dike at elevation 39.5 feet
Freeboard 1.0 feet ; Side slopes 3.0 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation 38.5 feet
Bottom of lagoon elevation 26.5 feet
Seasonal high water table elevation 34.3 feet
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 234.0 281.5 12.0
AREA OF TOP
LENGTH * WIDTH =
234.0 281.5 65871.0 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
162.0 209.5� 33939.0 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
198_0 245.5 194436.0 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM) * DEPTH/6
65871.0 194436.0 33939.0 2.
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 588492 CU. FT.

TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
240.0 3.8-2:5 square feet
agq n 1 LV 0
Buildings (roof and lot water)
Length * Width =
0.0 0.0 0.0 square feet
TOTAL DA 72600.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
5C
Volume = 396900 Lbs. SSLW * CF of Waste/Lb./Day * 180 days
Volume = 96925 cubic feet
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 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
Volume = 0.0 cubic feet per CF
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 = 42350.0 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 45375.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
96925
cubic
feet
5B.
0
cubic
feet
5C.
42350
cubic
feet
5D.
45375
cubic
feet
TOTAL 184650 cubic feet
6. SUMMARY
Total required volume 581550 cubic feet
Total design volume avail. 588492 cubic feet
Min. req. treatment volume plus sludge accumulation 396900 cubic fe
et
At elev. 35.4 feet ; Volume is 398796 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 543117 cubic feet
At elev. 37.8 feet ; Volume is 543136 cubic feet (start pumping)
Seasonal high water table elevation 34.3 feet
7. DESIGNED BY: /' J� APPROVED BY:O �JW"
DATE: DATE: 2�11 41�
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
SCS DOES NOT CERTIFY THAT
EXCAVATION AND FILL VOLUMES
ARE CORRECT
BEFORE BEGINNING EXCAVATION
LANDOWNER IS ADVISED TO CONTACT
ULOCO TO ASSURETHAT UNDERGROUND
UTILITIES ARE NOT DESTROYED
1-800-632-4949

Operator:Eric Cox #2
County: Duplin
Distance to nearest residence (other than owner)
Date: 02/08/94
1800.0 feet
1. STEADY STATE LIVE WEIGHT
0
sows
(farrow to finish)
x
1417
lbs.
= 0
lbs
0
sows
(farrow to feeder)
x
522
lbs.
= 0
lbs
2940
head
(finishing only)
x
135
lbs.
= 396900
lbs
0
sows
(farrow to wean)
x
433
lbs.
= 0
lbs
0
head
(wean to feeder)
x
30
lbs.
= 0
lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 396900 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 396900 lbs. SSLW x Treatment Volume(CF)/lb. SSLW
Treatment Volume(CF)/lb. SSLW= 1 CF/lb. SSLW
Volume = 396900 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet ; "Owner requests no sludge storage.
Sludge will be removed as needed."
TOTAL DESIGN VOLUME y'
0 ea n
Inside top length34� 385:0 feet ___. Inside top width 87_� feet
Top of dike at elevation ,A0.0 feet
s Freeboard 1.0 feet ; Side lopes 3.0 1 (Inside lagoon)
Total design lagoon liquid level at elevation 39.0 feet
Bottom of lagoon elevation 27.0 feet
Seasonal high water table elevation 35.5 feet
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 379.0 181.5 12.0
AREA OF TOP
LENGTH * WIDTH =
379.0 181.5 68788.5 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
307.0 109.5 33616.5 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
343.0 145.5 199626.0 (AREA OF MIDSECTION ' 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM) * DEPTH/6
68788.5 199626.0 33616.5 2.1
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 604062 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
-499-6 J.-5�.75000.0 square feet
3114•,� )Sg 73875
Buildings (roof and lot water)
Length * Width =
0.0 0.0 0.0 square feet
TOTAL DA 75000.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
W.
5C
Volume = 396900 Lbs. SSLW * CF of Waste/Lb./Day * 180 days
Volume = 96925 cubic feet
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 5A.
Volume = 0.0 gallons/day * 180 days stora e/7.48 Y g gallons
Volume = 0.0 cubic feet per CF
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 = 43750.0 cubic feet

9
5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 46875.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
96925
cubic
feet
5B.
0
cubic
feet
5C.
43751)
cubic
feet
5D.
46875
cubic
feet
TOTAL 187550 cubic feet
6. SUMMARY
Total required volume 584450 cubic feet
Total design volume avail. 604062 cubic feet
Min. req. treatment volume plus sludge accumulation 396900 cubic fe
E
At elev. 35.8 feet Volume is 400764 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 557187 cubic feet
At elev. 38.3 feet ; Volume is 556730 cubic feet (start pumping)
Seasonal high water table elevation 35.5/feet
7. DESIGNED BY: ( , 1, APPROVED BY:
DATE: 1 ,74 DATE:
NOTE: SEE ATTACHED WASTE UTILIZAT
SCS DOES NOT CERTIFY THAT
EXCAVATION AND FILL VOLUME
ARE CORRECT S
BEFORE BEGINNING EXCAVATION
LANDOWNER IS ADVISED TO CONTACT
ULOCO TO ASSURE THAT UNDERGROUND
UTILITIES ARE NOT DESTROYED
I-800-632-4949

Appendix 1. Lagoon Sludge Survey Form Revised August 2008
A. Farm Permit or DWQ Identification Number Wesley #3
B. Lagoon Identification
C. Person(s) Taking Measurements Nathan Bridges
D. Date of Measurement 12/30/22
E. Methods/Devices Used for Measurement of:
a. Distance from the lagoon liquid surface to the top of the sludge layer.
Disk
b. Distance from the lagoon liquid surface to the bottom (soil) of the lagoon.
Grade rod
c. Thickness of the sludge layer if making a direct measurement with "core sampler".
N/A
F. Lagoon Surface Area (using dimensions at inside top of bank): (acres)
(Draw a sketch of the lagoon on a separate sheet, list dimensions, and calculate surface area. The lagoon
may have been built different than designed, so measurements should be made.)
G. Estimate number of sampling points
a. Less than 1.33 acres: Use 8 points
b. If more than 1.33 ac. 0 acres x 6 = 0.0 , with maximum of 24.
(Using sketch and dimensions, develop a uniform grid that has the same number of intersections as the
estimated number of sampling points needed. Number the intersection points on the lagoon grid so that data
recorded at each can be easily matched.)
N. Conduct sludge survey and record data on "Sludge Survey Data Sheet" (Appendix 2). Also, at the
location of the pump intake, take measurements of distance from liquid surface to top of sludge
layer and record it on the Data Sheet (last row); this must be at least 2.5 ft. when irrigating.
1. At the time of the survey, also measure the distance from the Maximum Liquid Level to the Present Liquid
Level (measure at the lagoon gauge pole):
J. Determine the distance from the top of bank to the Maximum Liquid Level
(use lagoon management plan or other lagoon records)
K. Determine the distance from the Maximum Liquid to the Minimum Liquid level:
(use lagoon management plan or other lagoon records)
L. Calculate the distance from the present liquid surface level to the Minimum Liquid Level
(Item K Minus Item 1, assuming the present liquid level is below the Maximum Liquid Level)
M. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the
lagoon bottom (average for all the measurement points)
N. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the top
of the sludge layer (average for all the measurement points):
0. Record from the Sludge Survey Data Sheet the average thickness of the sludge layer:
P. Calculate the thickness of the existing Liquid Treatment Zone (Item N minus item L):
Q. If Item O is greater than item P, proceed to the Worksheet for Sludge Volume and Treatment Volume.
If Item O is equal to or less than Item P, you do not have to determine volumes.
O
1.6
2.0
0.0
7.9
4.7
3.2
4.7
Completed by: Nathan Bridges Date: 12/30/22
Print Name /Signature

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

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- COVERED LAGOON DETAILS
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Table 2: Influent Lift Station (Detail
/
1/C.3.2A)
Finished Grade:
121.00
ft
Rim:
123.25
ft
Invert In (From West):
116.75
ft
Invert In (From East):
117.00
ft
Bypass Riser:
122.25
ft
Bypass Invert Out of Wall (North):
119.00
ft
Bottom of Wet Well:
113.25
ft
Depth of Wet Well:
10.00
ft
Design Flow:
700
gpm
I Selected Pump Rate:
880 (1 pump)
gpm
Total Dynamic Head (TDH):
36
ft
Pump Horsepower:
2x10 hp
Pump Speed (RPM):
1,760 RPM
Electrical Supply:
240 V
Electrical Frequency:
60 hz
Phase:
10
Impeller Diameter:
8 in.
Motor Type:
TEFC
Selected Pump:
GEA
Pump Model:
4" High Pressure
Shaft Length:
j 10 ft.
/ // / 'j / /� / /
/// / / // ( / / / r / r r/ /
f /// / -1r lJ// // // /ter J/ / ,-/ -/
/--� \ I / / ! / / /�~—,---1.-- _--� / —\J' -�/ 1_•�—._.�I \\ \\\ \ \ \ , (�( \\\I \ �' ,�
Table 3: Mixing Station (Detail 1/C.3.3) -,_.Table 5: Level Control Station _ 'Table 4: Digester Data Table I \ Table 7: Recycle Pump (Detail 6/C.3.7) I / /
r
k
/
11
Finished Grade:
120.00
ft
Rim:
121.25
ft
Invert In (Gravity Mixing Pipe):
111.75
ft
Bottom of Dry We I1:
111.25
ft
Depth of Dry Well:
10.00
ft
Selected Pump Rate:
1,000 (1 pump)
gpm
Pump Horsepower:
7.5 hp
Electrical Supply:
240 V
Electrical Frequency:
60 hz
Phase:
10
J
r, / // / /.J /f 1 _/77 J/ /-11 //
Farm Information / / /- / 1�
Farm Name: Hilltop Farm
Permit Number: AWS310056
Permitted Capacity: 15,026 Wean -Finish
- Finished Grade: 118.64 ft
J
Rim: 119.14 ft
Invert In: 113.49 ft
Bottom of Wet Well: 11 1. 14 ft
Depth of Wet Well: 8.00 ft
Design Flow: - gpm
Selected Pump Rate: 400 (1 pump) gpm
Total Dynamic Head (TDH)- 31 ft
Pump Horsepower: 10 hp
Pump Speed (RPM): 1,760 RPM
Electrical Supply: 240 V
Electrical Frequency: 60 hz
Phase: 10
Impeller Diameter: 8 in.
�- Motor Type: TEFC
Selected Pump: GEA
Pump Model: 4" Hog
Shaft Length: 18 ft.
( ( 1
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l / r/ /- l / / DIGESTER „� \ \
/ / / / ) / / / /' / ) EXISTING LAGOON ' 3 \\ r /`' /",: / / / I/I (/ 1 / / I 1 I / / I I J I r ) \ o — ' \� -) /
< < I r/ ) ) r- r / / / / / ) / / � I f / / ` r / ,TO BE CONVERTED # \ � � -- \ r / / / / I 1 1 / l / l I I I ) ( 1 ( 1 \ ( < \ � /-` (
l \ \ �� \ J Ir/ ) / / l / / / / / / I / / ) / / / / / J -,� � / TO ANAEROBIC DIGESTER 1\- \ / / / / / / / / I / / / / I I I ) ( ( ( ( ( / J 1 _ f J
/ \ )) \\ ( / / / / (/ / I / / / ( / / / LEVEL/'J / / / r , / TOP OF DIKE 118.64' J r \ ) \ l / / / l / / l I l l ( I I I I ( ( I ) ,- j I_ \ `' I Q`-'r `' / fj , ,,, `.�
\ =\ II ) /-, I /( I ( /� /)// (/ / // / / STATON (LC) ­1
/� // ) �� (> `� r / / // l f 1 (1 I ( I ` \ - -�-(J r r'�� -����\
( ) / ( / (/i)I j 1 ) I \
Length: 430 ft
Width 400 ft
Top of Dike Elev: 118.64 ft
Operating Level Elev: 116.99 ft
Bottom Elev: 107.64 ft
Total Volume: 1,606,748 cf
Volume at Operating Level 1,329,660 cf
S.A. @ Inside Top of Dike: 172,000 ftz
Slope: Existing -
Total Cut 0 CY
Total Fill 0 CY
Net Surplus 0 CY
Pump Horsepower: 10 hp
Pump Speed (RPM): 1,760 RPM
Electrical Supply: 240 V
Electrical Frequency: 60 hz
Phase: 10
Impeller Diameter: 9.5 in.
Motor Type. TEFC
Selected Pump: GEA
Pump Model: 3" Pontoon HE
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rf t -' \ -', / (� < /i /f/)l //( �, TOP TOP OF DIKE 117.88' \ l 1 1 J \ \ \ \ \ 1 1 I I �`1 1 I I \II I)1)( AND RAINWATER OUTLET \ \ J 1
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Section
- Finished Grade: 118.64 ft
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Rim: 119.14 ft
Invert In: 113.49 ft
Bottom of Wet Well: 11 1. 14 ft
Depth of Wet Well: 8.00 ft
Design Flow: - gpm
Selected Pump Rate: 400 (1 pump) gpm
Total Dynamic Head (TDH)- 31 ft
Pump Horsepower: 10 hp
Pump Speed (RPM): 1,760 RPM
Electrical Supply: 240 V
Electrical Frequency: 60 hz
Phase: 10
Impeller Diameter: 8 in.
�- Motor Type: TEFC
Selected Pump: GEA
Pump Model: 4" Hog
Shaft Length: 18 ft.
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Length: 430 ft
Width 400 ft
Top of Dike Elev: 118.64 ft
Operating Level Elev: 116.99 ft
Bottom Elev: 107.64 ft
Total Volume: 1,606,748 cf
Volume at Operating Level 1,329,660 cf
S.A. @ Inside Top of Dike: 172,000 ftz
Slope: Existing -
Total Cut 0 CY
Total Fill 0 CY
Net Surplus 0 CY
Pump Horsepower: 10 hp
Pump Speed (RPM): 1,760 RPM
Electrical Supply: 240 V
Electrical Frequency: 60 hz
Phase: 10
Impeller Diameter: 9.5 in.
Motor Type. TEFC
Selected Pump: GEA
Pump Model: 3" Pontoon HE
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Length: 430 ft
Width 400 ft
Top of Dike Elev: 118.64 ft
Operating Level Elev: 116.99 ft
Bottom Elev: 107.64 ft
Total Volume: 1,606,748 cf
Volume at Operating Level 1,329,660 cf
S.A. @ Inside Top of Dike: 172,000 ftz
Slope: Existing -
Total Cut 0 CY
Total Fill 0 CY
Net Surplus 0 CY
Pump Horsepower: 10 hp
Pump Speed (RPM): 1,760 RPM
Electrical Supply: 240 V
Electrical Frequency: 60 hz
Phase: 10
Impeller Diameter: 9.5 in.
Motor Type. TEFC
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Pump Model: 3" Pontoon HE
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r-\ � J I- -\ \ f -- � � "' r -- \ ` � \ ^ � 1 / / / / I I I I I I - ��\N \ 1 \ \ I \ 11(/ ( I (/ / I / ( ) ( I / ( I \ \ \ _ --\ / p I
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/ / / LC CONTROL I \ \ \ I (( ( I 1 / J
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rf t -' \ -', / (� < /i /f/)l //( �, TOP TOP OF DIKE 117.88' \ l 1 1 J \ \ \ \ \ 1 1 I I �`1 1 I I \II I)1)( AND RAINWATER OUTLET \ \ J 1
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\ J r � - "I / r " P
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\ \ \� //r J � / / / ( )) o rn a J \/ \ , � FM ( I I I I \ \ \ \ 77 ` (' 1 (I / - - \ J - _ - EXISTING WELL 1 / / 1 / `v \
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r �\/ /_\
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\ i ( BARNS #1-8 \ \ �\ I �(3? � ■. \ / • c \ ( ` \ 1 )
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/ �- \
\l l/f( J J/ < \\ �l �� j li e \ `� — f /-� _ ).. , r- � ,��----,\ 1 I \�( �� \oer �I � (/ ( f) \� � 0 \\ \✓1 ,rT c \ �`/
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Section
iDescription
lQuantity
JUnit
jAdditional Info
Gravity Waste Collection (GWC)
GWC-I-PIPE
12" PVC (DR 35) Gravity Collection Line
572
L.F.
GWC-2-CO
Cleanout
2
each
Influent Lift Station & Forcemain (ILS)
ILS-I-PS
Influent Lift Station
-
-
Table 2/C.2.25.1and Detail 1/C.3.2A
ILS-2-INV
8" Digester Bypass Inlet
-
-
Inv. 119.00'
ILS-3-PIPE
8" PVC (DR 35) Digester Bypass Pipe
43
L.F.
ILS-4-INV ---
-----
ILS-5-FM
8" Digester Bypass Outlet A
-----------------
8" HDPE (DR 17) Forcemain
-
----
11180
-
--
L.F.
Inv. 117.08'
------------------
ILS-6-INV
8" HDPE (DR 17) Forcemain Inv. Out
-
-
I Inv. 114.64'
Digester(D)
D-1-DIGESTER
Proposed Digester
-
-
Table 4/C.2.25.1 and Sheet C.3.4A
D-2-MS
Mixing Station
-
-
Table 3/C.2.25.1 and Sheet C.3.3
D-3-PIPE
8" HDPE (DR 17)
49
L.F.
D-4-SUMP
HDPE Sump Box Mixing System Inlet
Not used
D-5-FM
6" HDPE (DR 17) Forcemain
27
L.F.
Inv. Out 114.64'
D-6-PRA
Pump Repair Area
-
-
D-7-BAF
HDPE Baffle (Underflow)
-
-
Sheet C.3.4A
D-8-13AF
HDPE Baffle (Overflow)
Not used
D-12-SLG
ISludge Removal Pipes (HDPE DR 17)
1201
L.F.
13 pipes at40 L.F. each
Level Control (LC)
LC-I-INV
Digester Inv. Out
-
-
Inv.116.74'
LC-2-PIPE
12" PVC (DR 35) Digester Outlet Pipe
30
L.F.
LC-3-PS
Level Control Station
-
-
Table 5/C.2.23.1 and Detail 1/C.3.213
LC-4A-FM
6" HDPE (DR 17) Forcemain
1,270
LC-413-FM
6" HDPE (DR 17) Forcemain
227
LC-5A-INV
Lagoon Invert From Digester
-
-
Inv. 117.08'
LC-5B-INV
Lagoon Invert From Digester
-
-
Inv. 116.88'
Recycle Forcemain
R-1
6" HDPE (DR 17) Forcemain
1 6001
L.F.
ITable 7/C.2.25.1 and Detail 6/C.3.7
< < ( AIL ,o / oo ( / I o / / -- � SLUDGE TO BE REMOVED / ) � )
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�!- \ �­- r �\ \\ i /) I / / I / / / / / / // � / �,\ J / J / J f -- PLANNED SLUDGE DEPTH: 3.0' '- - - `, --. \ I /
\\ / l l ) I / / )/// / /r / , --� . - __r - j J(/I
\ /--,- -\\��I\\ I \ I I f / I I LC DISCONNECT/ / i --'---�-- -_�__� =--\ I / r/ ( I
i LC-3 -120 �� - - )
\ �\ \ / I ( / / SWITCH. / -- f \ 1 - - - - I 1 1
NOTE: ALL LINEWORK SHOWN IN
WHITE IS BY AREA 3000
CONTRACTOR
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EG: 121.00' FFE: 120.87'
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INV: 119.50' 111
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MIN. SLOPE)
P pg� EAST OL: 116.99'
INV: 117.00'
INV: 116.75' (FROM EAST) PROVIDE TURNED DOWN 45` BENDS - Q
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WEST TOP OF DIKE TO CREATE GAS TRAP Z-
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FFE: FINISH FLOOR ELEVATION INV: 114.64' (LC-2)
FB: FREEBOARD ELEVATION (ILS-6) INV: 113.64'
EG: EXISTING GRADE 0.5% MIN. SLOPE
OL: OPERATING LEVEL BOTTOM: 113.25' 1
DRY WELL INV: 113.49'
BOTTOM: 111.25' Tj
BOTTOM: 111.14'
110 110
EXISTING SLUDGE DEPTH: 3.2' Q
-NOTES: v 0
INVERTS OF EXISTING GRAVITY PIPING ARE COVERED LAGOON '#3' PLANNED SLUDGE DEPTH: 3.0' Q Q
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C.2.2 5.2
EMERGENCY BYPASS FROM
120 INFLUENT LIFT STATION 12 0
INV. 117.08'
(ILS-4)
INV: 117.08'
TOD: 118.08'
INV: 116.88'
TOD: 117.88'
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THESE PLANS CONTAIN INFORMATION
THAT IS CONFIDENTIAL AND
PROPRIETARY TO CAVANAUGH &
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CONFIDENTIAL
THESE PLANS CONTAIN INFORMATION
THAT IS CONFIDENTIAL AND
PROPRIETARY TO CAVANAUGH &
ASSOCIATES, P.A. DO NOT COPY,
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