310041_Application_20230322

February 23, 2023
Christine Lawson
NCDEQ Division of Water Resources
1601 Mail Service Center
Raleigh, NC 27699-1601
Subject: Cottle Farm
Facility # AWS310041
State Digester General Permit
Dear Ms. Lawson,
CAVANAU13H
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 Cottle Farm. The subject project is located in Duplin County, North Carolina.
To facilitate your review of the enclosed documentation, the following is an itemized breakdown:
1. One (1) original 'State Digester General Permit Application' application form.
2. One (1) copy of the engineering calculations.
3. One (1) copy of a detailed narrative of the Swine Digester Animal Waste Management System.
4. One (1) copy of the FEMA FIRM map labeled with the 'Proposed Digester Site'.
5. One (1) copy of the permit form Section 3.6 components.
6. One (1) full-size set of the engineering plans, as well as one (1) 11"x17" set.
Please note that the Surface Water Classification (Section 7 of the application) has been submitted to
the appropriate regional DWR office (or will be in the near future), and we expect to forward that
approval to you in the next few weeks.
Please do not hesitate to contact our office should you have any questions, comments, or require any
additional information.
Regards,
Cavanaugh & Associates, P.A.
RECENED
Jeff P. Cappadona, P.E.
MAR 2 2 ?023
Attachments
cc: Farm Owner NC DEQ/DWR
Central Office
Cavanaugh & Associates, P.A. PO Box 11197Winston-Salem, NC27116, 1-877-557-8923, www.covanaughsolutions.com

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Feeding Operations Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
State Digester General Permit — Farm Digester System
1. GENERAL INFORMATION
1.1 Facility name: Cottle Farm
1.2 Print Owner's name: M and A Phillips, LLC
1.3 Mailing address: 127 E. Wards Bridge Rd.
City, State: Kenansville NC Zip: 28349
Telephone (include area code): (910 290-0111 Fax: ( ) -
Email:
1.4 Physical address: 127 E. Wards Bride Rd.
City, State: Kenansville. NC Zip: 28349
Telephone number (include area code): 910 290-0111
Latitude 35.044596' Longitude-77.936535' (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 373 on I-40. head
east on NC-24 E/NC-903 N for 5.7 miles. continue straight onto NC-903 N and go 2.0 miles. slight left onto Summerlin
Crossroad Rd. and go 3.6 miles, turn left onto E. Wards Bridee Rd. and ao 0.1 miles. the driveway to the farm entrance is on
the left. then ao 0.6 miles to eet to the farm.
1.7 Farm Manager's name (if different from Landowner): Marshall Phillips
1.8 Lessee's / Integrator's name (if applicable; circle which type is listed): Smithfield Foods
1.9 Facility's original start-up date: Date(s) of facility expansion(s) (if applicable):
1.10 Design Contact name: Jei Cappadona Phone [phone] Email: jeffrgy.cappadona e cavanaughsolutions.com
2. OPERATION INFORMATION:
2.1 Facility number: AWS310041
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.
Tv Eye 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 ❑ Non -Layer ❑ Beef Feeder
❑ Farrow to Wean (# sow) ❑ Turkey ❑ Beef Stocker Calf
❑ Farrow to Feeder (# sow) ❑ Turkey Poults ❑ Dairy Calf
❑ Farrow to Finish (# sow) ❑ Dairy Heifer
® Wean to Finish (# sow) 6,984 ❑ Dry Cow
❑ Gilts ❑ Milk Cow
❑ Boar/Stud
FORM: AWO-STATE-G-DIGESTER-7/07/2022 Page 1 of 6

❑ Other Type of Livestock on the farm:
No. of Animals:
2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): See attached Waste Utilization Plan Acres
Required Acreage (as listed in the CAWMP): See attached Waste Utilization Plan Acres
Existing Application Area (pre -construction): See attached Waste Utilization Plan Acres
Proposed Application Area (post -construction): 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)
*Note: The New WUP is pending by the owner.
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
Name of
Type of
Surface
Type of Cover
Ttl Capacity
Req'd
Existing?
Unit Type (Y/N)
Treatment
Unit
Liner
Material
Area
Material
(cu. Ft.)
Capacity
(cu.ft.)
Digester
N
Digester
Synthetic
36,450
Synthetic (80 mil)
225,214
225,214
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 _
Lagoon 1
Existing?
(Y/N)
Type of Liner
Material Surface Area
Soil in situ 93,600
Ttl Capacity
(cu. Ft.)
Req'd Capacity
(cu.ft.)
Y
784,792
784,792
Lagoon 2
Y
Soil in situ
82,560
656,409
104,332
Select
Select
*Note: The "Total Capacity" and "Req'd Capacity" are provided based on the lagoon design for the existing lagoonF
this farm, sealed by David S. Elkin 2017-11-7.
2.5 Are KNOWN subsurface drains present within 100' of any application fields? YES or NO (circle one)
2.6 Are KNOWN subsurface drains in the vicinity or under the waste management system? YES or NO (circle one)
2.7 Does this facility meet all applicable siting requirements? YES or NO (circle one)
2.8 Describe Water Movement between Barns, Digesters, and Storage Ponds (double click on "Select" for drop -down menu
box)
Location
pump Station or
Minimum Pump
pipe Size Capacity
Plan Sheet
Gravity
GPM TDH
Reference
Barns to Digester
Pump Station (ILS)
6"
71
47
C.2.24.1
i 1
Barns to Digester
Gravity
12"
C.2.24.1
Digester to Secondary
Gravity
12"
C.2.24.1
FORM: AWO-STATE-G-DIGESTER-7/07/2022 Page 2 of 6

3.
Secondary to Tertiary
Pump Station (TP)
6"
470
20
C.2.24.1
Select
Select
Select
Select
REQUIRED ITEMS CHECKLIST:
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item.
A ffl ant' _ 'stials
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. M41
3.3 Documentation that new digester structure(s) meets the Swine Farm Siting Act, for swine
operations. my -
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 = > 1,500 feet
3.3.3 All proposed digesters to schools, hospitals, churches, outdoor recreational facilities, national parks, state
parks, historic properties, or childcare centers > 2500 feet OR no closer than existing setback.
Existing setback = > 2,500 feet
3.3.4 All proposed digesters to property boundaries > 500 feet OR no closer than existing setback.
Existing setback = 108 feet
3.3.5 All proposed digesters to Public Water supply wells > 500 feet.
3.3.6 The map shall show the location of any property boundaries and perennial streams, or rivers located
within 75 feet of waste application areas.
3.4 One copy of all engineering documents, including, but not limited to, calculations,
equipment specifications, plan and profile drawings to scale, construction materials,
supporting equations or justifications.
3.5 A detailed narrative of the Farm Digester Animal Waste Management System.
3.6 A copy of the CAWMP which must include the following components. Some of these ti
components may not have been required at the time the facility was initially certified but must
be added to the CAWMP for permitting purposes: r
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
FORM: AWO-STATE-G-DIGESTER-7/07/2022 Page 3 of 6

3.6.13 Odor Control Checklist with chosen best management practices noted
3.6.14 Mortality Control Checklist with the selected method noted
3.6.15 Lagoon/storage pond capacity documentation (design, calculations, etc.); please be sure to include any
site evaluations, wetland determinations, or hazard classifications that may be applicable to your
facility
3.6.16 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 Cottle 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 attachCents arWot included, this application package will be returned. to me as incomplete.
Engineer's Seal
.•'•'�

5. FARM OWNER/PERMITTEE CERTIFICATION:
I, M o,..,6- Ae A -A,, ) \ ; L l ._C. (Owner/Permittee name listed in question 1.2); attest
that this application for Cottle Farm (FaciliO 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 ano a4uchment , . t t included, this application package will be returned as incomplet .9
Signature Date/' ( `' 7 6 2�
6. :MANAGER'S CERTIFICATION: (complete only if different from the Farm Owner)
I, (Manager's name listed in question 1.7), attest that this
application for Cottle 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]
FORM: AWO-STATE-G-DIGESTER-7/07/2022 Page 4 of 6

Cottle Farm Volume Calculations
Project:
Project No:
Date:
Cottle Farm
BE.21.015
2023-2-23
Existing.Confpuration ?For Reference i
Farm Information:
CAVANAU G H
Location: Duplin County, NC Design By: JPC
Checked By: WGS
Farm Population: 3,991 Wean to Finish
Z993 Wean to Finish
6,984 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.
1 of 6

Proposed Configuration (Proposed Digested
Flow Path:
Barns -> Digester (Proposed) -> Lagoon 1 -> Lagoon 2
Volumes:
Capacity = 6,9841Finishing
Measured Sludge Depth:
Planned Sludge Depth:
Sludge to be Removed:
CAVANAU G H
Oft
Oft
0 cf
0 gal
Note: 'Measured Sludge Depth' (see above) is 0 cf for
Proposed Digesters
Ca acit * ALW * cf/lb 1= Total
Treatment Volume = 1 6.04 115.00 11.00 1803,160 cf
Capacity JDaysofStorage al/{head*da) = Total
Daily Infow = 1 6,984 94 1 1.17 1735,415 gallons
98,318 cf
* Note: The existing volumes shown below are provided based on the existing lagoon design for this farm,
sealed by David S. Elkin 2017-11-7
Volume Required*
c►
Digester
(Proposed)
Existing
Lagoon 1
Existing
Lagoon 2
Total
Required
Desired Digester Treatment Volume
191,700
N/A
N/A
191,700
Additional Treatment
25,470
585.990
0
611,460
Slud a Storage
0
0
0
0
Excess Wash Water
0
0
0
0
Rainfall In Excess Of Evaporation
0
54,600
48,160
102.760
Storm Storage
0
58.500
51,600
110.100
"Heav Rain"
0
0
0
0
Daily Inflow (90 days,,
8,044
85,702
4,572
98,318
Total
225,214
784,792
104,332
1,114.338
Note: Both 'Rainfall In Excess Of Evaporation' and 'Storm Storage' are shown as 0 cf for the digester because the
HDPE cover prevents rain from entering the wastewater system and therefore doesn't need to be accounted for in these
volume calculations; the rain that falls on the cover is simply pumped off of the cover with a rainwater pump(s)
Volume Provided*
cf
Digester
(Proposed)
Existing
Lagoon 1
Existing
Lagoon 2
Total
Provided
Desired Digester Treatment Volume
191.700
N/A
NIA
191,700
Additional Treatment
25.470
585,990
0
611,460
Sludge Storage
0
0
0
0
Excess Wash Water
0
0
0
0
Rainfall In Excess Of Evaporation
0
54,600
48,160
102,760
Storm Storage
0
61,122
51,600
112,722
"Heav Rain"
0
0
0
0
Daily Inflow 90 days)
8,044
83,079
556,649
647,772
Total
225,214
784,792
656,409
1,666,415
Totals (cf)
Volume
Required* (cf)
Volume
Provided" (cf)
Efficiency
Treatment
803,160
803,160
100%
Slud a Storage
0
0
NIA
Excess Wash Water
0
0
N/A
Rainfall In Excess Of Evaporation
102,760
102,760
100%
Storm Stora a
110,100
112,722
102%
"Heavy Rain"
0
0
N/A
IDaily Inflow 90 days)
98,318
647,772
659%
Total
1,114, 338
1 1,666,415
150%
Days of Storage:
Pro osed Configuration
Required =Provided
jDaily Inflow Volume cu.ft. 98,3181 647,772
Days of Storage 9] 693
2 of 6

Total TemporaN Storage
CAVANAUGH
Proposed Configuration (Proposed Digester)
Temporary Storage Volume Required* (cf)
igester
(Proposed)
Existing
Lagoon 1
Existing
Lagoon 2
Tota
Required
Excess Wash Water
0
0
0
0
Rainfall In Excess Of Evaporation
0
54,600
48,160
102,760
"Heavy Rain"
0
0
0
0
Daily Inflow 90 days
8,044
85,702
4,572
98,318
Total
8,0441
140,3021
52,7321
201,078
Temporary Storage Volume Provided* (cf)
igester
(Proposed)
Existing
Lagoon 1
Existing
Lagoon 2
Total
Provided
Excess Wash Water
0
0
0
0
Rainfall In Excess Of Evaporation
0
54,600
48,160
102,760
"Heavy Rain"
0
0
0
0
Daily Inflow 90 days)
8,044
83,079
556,649
647,772
Total
8,071
137,6791
604,8091
750,532
Summary
Total Temporary Storage (cf)
Proposed Confi uration
Required
Provided
Excess Wash Water
0
_ 0
Rainfall In Excess Of Evaporation
102.760
102,760
"Heavy Rain"
0
0
Daily Inflow (90 days)
98,318
647,772
Total
201,078
760,632
3 of 6

Digester (Proposed] Volume
Digest (Propose I Stage -Storage
Elevation ft
Area sf
Incr. Vol 10
Cumul. Vol cf
76.16
12,474
-
0
77.16
14,076
13,275
13.275
78.16
15,750
14,913
28,188
79.16
17,496
16,623
44,811
80.16
19,314
18,405
63,216
81.16
21,204
20,259
83,475
82.16
23,166
22,185
105,660
83.16
25,200
24,183
129,843
84.16
27,306
26,253
156,096
85.16
29,484
28,395
184,491
86.16
31,734
30,609
215,100
87.16
1 34,056
32,895
1 247,995
88.16
1 36,450 1
35,253
1 283,248
Digester Desired Volume: 191,700]cu ft. (7,100 cy)
Digester Treatment Volume
(@ Treatment Elevation of 86.23): 217,170 cu ft. (8,043 cy)
% Desired:
Digester (Proposed) Updated Elevations:
113%
Zone
Volume
Cumulative Vol.
Elevation I Depth (in.)
Planned Sludge
0
0
76.16
144.00
Treatment
217,170
217,170
86,23
23.22
Temporary
8,044
225,214
86.48
20.22
Storm
0
225,214
86.48
20.22
Tod• of Dike Elev = 88.16' (283,248 cf)
Top of Storm Elev = 86.48' 20.22" 225,214 c
Top of Temp Storage Elev = 86.48' (20.22") (225,214 cf) (Start Pump)
Top of Treat Elev = 86.23' (23.22") (217,170 cf) (Stop Pump)
Planned Sludge Elev = 76.16'
CAVANAU G H
4 of 6

Existing Lagoon 1 Volume
Existinci Lanoon 1 Sta a -Store e
Elevation ft
Areas
Incr. Vol cf I
Cumul. Vol cf
76.16
54,144
-
0
76.86
56,161
38,607
38,607
77.86
59,103
57,632
96,239
78.86
62,118
60,611
156,849
79.86
65,204
63,661
220,510
80.86
68,362
66,783
287,293
81.86
71,593
69,978
357,271
82.86
74.895
73,244
430,516
83.86
78.270
76,583
507,097
84.86
81,716
79.90
587.090
85.86
85,234
83.475
670,565
8686
88,825
87.030
1 757,595
87.86
92.487
90.656
848.251
88.16
93,600
27,913
876,164
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, sealed by David S.
Elkin 2017-11-7
Zone
Volume
Cumulative Vol.
Elevation
Depth (in.)
Sludge
0
0
76.16
144.00
Treatment
585,990
585,990
84.85
39.76
Tem orary
137,679
723,670
86.48
20.22
Storm
61,122
784,792
87.16
12.00
Tod:. of Dike Elev = 88.16' (876,164 co
Top of Storm Elev = 87.16' 12.00" (784,792 c')
Top of Temp Storage Elev = 86.48' (20.22"j (723,670 cf) (Start Pump)
Top of Treat Elev = 84.85' 39.76" (585,990 c(Stop Pump)
CAVANAUGH
5of6

Existino Lagoon 2 Volume
Existino Lanoon 2 Stage -Storage
Elevation ft
Area jsq
Incr. Vol cf
Cumul. Vol cf
36.00
25,020
-
0
37.00
28,662
26,841
26,841
38.00
32,376
30,519
57,360
39.00
36,162
34,269
91,629
40.00
40,020
38,091
129,720
41.00
43,950
41,985
171,705 _
42.00
47,952
45,951
217,656
43.00
52,025
49.989
267,645
44.00
56,172
54.099
321,744
45.00
60.390
58,281
380,025
46.00
64,680
62,535
442,560
47.00
69,042
66,861
509.421
48.00
73,476
71,259
580,680
49.00
77,982
75,729
656,409
50.00
82,560
80,271
736,680
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, sealed by David S.
Elkin 2017-11-7
Zone
Volume
Cumulative Vol.
Elevation
Depth (in.)
Sludge
0
0
36.00
168.00
Treatment _
0
0
36.00
168.00
Temporary
604,809
604,809
48.33
20.10
Storm
51,600
656,409
49.00
12.00
Top of Dike Elev = 50.00' (736,680 cf)
I Top of Storm Elev = 49.00' (12.00") (656,409 cf)
To(� of Temp Storage Elev = 48.33' (20.10" k M4,809
Top of Treat Elev = 36.00' (168.00") (0 c.� Stop Pum�
Finished Bottom Elev = 36.00'
CAVANAU G H
6 of 6

co4
CAVANAUGH
Stewardship Through Innovation
le Farb
Pump Station
Calculations
ProjectNo.: BE.19.006
00-
& ASSOCIATES, P.A. PC Box 1 1 1 97 WIN5TON-5ALEM, NO 271 1 6, 1 -877-557-B923
WWW. CAVANAUC3H5OLUTION5.COM

Al
N
r
A
i'
ti
v
E
a
E
CL
7
o
o
0
0
0
3
O
O
O
N
0
n
O0
Q
U-
N
0
ti
co
CD
m
a
Ix
W

Page 1 2/23/2023 10:37:45 PM
**********************************************************************
* E P A N E T
* Hydraulic and Water Quality
* Analysis for Pipe Networks
* Version 2.2
**********************************************************************
Input File: Cottle ILS.net
Link - Node Table:
Link
Start
End
Length
Diameter
ID
Node
Node
ft
in
----------------------------------------------------------------------
P1
J1
J3
25
5.799
P2
J2
J3
25
5.799
P5
J3
R3
650
5.799
P-1
Rl
Jl
#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
Effic.
/Mgal
Kw
Kw
/day
----------------------------------------------------------------------
P-1 100.00
75.00
195.50
8.28
8.28
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
130.92
56.73
0.00
J2
0.00
123.89
53.68
0.00
J3
0.00
123.89
53.68
0.00
R1
-705.46
84.25
0.00
0.00 Reservoir
R3
705.46
88.16
0.00
0.00 Reservoir

Page 2
Link Results:
Link
Flow
VelocityUnit
Headloss
Status
ID
GPM
fps
ft/Kft
----------------------------------------------------------------------
P1
705.46
8.57
281.25
Open
P2
0.00
0.00
0.00
Open
P5
705.46
8.57
54.97
Open
P-1
705.46
0.00
-46.67
Open Pump
P-2
0.00
0.00
0.00
Closed Pump

CAVANAUGH
Pump System Design Spreadsheet - C = 120
Project: Sdwrf m
Location:
yOLOin County. NC
Design By: TNW
Project No: BE<Zr 9t5
O,
Client:
M and APhillist LLC
Checked By: JPC
Date: YD2Y
Description: Transfer Puma.
System Reduirements
System
Pipe 1
Pipe 2
Pipe 3
Length of Pipe
750
ft
ft
ft
Daily Flax Rate
=
gpd
Pipe Diameter
6
in
in
in
Design Period
=
him
Elevation Difference
3,54
ft
,gpm
gpm
Average Flow
=
gpm
BASIS
OF DESIGN
Pipe Area
0.196
fe
(additional flax)
(additional flow)
Peaking Factor
=
1 9D
C
120
Peak Flow
=
gpm
Velocity At Selected Flow (ftisec)
5 :4
-
Nozzle Head
=
6.DD
It
Pump Chosen:
Pressure Head
=
000
ft
3" Potltoort
Duty Points: 1 Pump: 471 gpm 4fl 2OA5IL 5.34Itfsec
Step:
25
Manufacturers
System Curve
Pump Curve Data
Friction Head
Friction Head Friction Head
Velocity Head
Flow Rate
Flow Rate
Velocity
Elevation Head
Pipe 1
Pipe 2 Pipe 3
ISuQmetge-d)
Fming/Valve Head
Nozzle Head
Pressure Head
TDH
TDH
(GPM)
(fOtsec)
(ttfsec)
(ft)
(111)
(ft)
(it)
Or)
(it)
(it)
Oft)
0
�
Q
3.54
0.00
- -
O
0500
0, W
0.00
3154
25
0.06
0.28
3.54
0.07
0.00
0.00
0.00
0.00
3.61
50
0.11
0.57
3_54
025
- -
9.00
0_„,Ot
O.W
"0
3.80
75
0.17
0.85
3.54
0.54
- -
0.00
0,02
0.00
0.00
4.10
100
0.22
f 13
JR
0.92
- -
0.10
0:04
0100
OR
44 -
$2 0
145
0.28
1.42
3.54
1.39
- -
0.00
0.06
0.00
0.00
4.98
150
0.33
1.70
3:54
1.94
- -
0.0D
0.08
0.00
100
&5-6
57 ❑
175
0.39
1.99
3.54
258
0.00
0.11
0.00
0.00
6.23
200
0.45
227
3i54
3-30
-
014
6.00
000
0
52 D
225
0.50
2.55
3.54
4.11
O.OR00
D
0.1B
0.00
0.00
7.83
250
O.56
284
3:54
4.99
-
D.00
0.22
0.0()
9.00
8.76
466
275
0.61
3. 22
3.54
5. 66
- -
5.00
0.27
0.00
0.00
9.77
309
0.67
3.40
3.54
7_DO
- -
0.00
032
Om
0.00
I-O 86
41.0
325
0.72
3 69
3.54
6.11
-
6.00
0.38
0.00
0.00
12.03
350
N8
3.97
3.54
99_31
-
UAO
�
tom_
0100
1528
35.0
375
0.84
4.25
3,54
10.57
-
0.00
0.50
0.00
0.00
14.61
400
0-89
6464
3_54
11�91
0�00
D-57
¢�
�O0
16L02
29.0
425
0.95
4.82
3.54
13.33
- -
0.00
0.64
0.00
0.00
17.51
450
I_0
i 1
554
114
{
0.00
z.
_io
1&e
23.0
475
1.06
5.39
3.54
16.37
- -
0.00
D.80
0.00
0.00
20.72
500
ill
5.67
3=54
18�00
- -
0_,00
�
TO-0
�
17.0
525
1.17
5.96
3.54
1970.
0.00
0.98
0.00
0.00
24.22
55565
1 g
624
UA
21.47
- -
0 06
TQB
�
9.00
26 O
10.0
575
1.28
6.53
3.54
23.31
0.00
1.18
0.00
0.00
28.03
600.
134
681
3-54
2522
- -
'0_DO
1_8
D.
0000
Ko
625
1.39
7.09
3.54
27.20
-
0.00
1.39
0.00
0.00
32.13
650
1 d5
7',38
-§L59
Z 5
7ER
` R
E__
QAO
3429
675
1.50
7.66
3.54
31.36
-
0.00
1.62
0.01)
0.00
36.53
70
1-
7.94
3_54
33.55
TR
7ER
0.00.
000
725
1.62
8.23
3.54
35.80
- -
0.00
1.87
D.0111
0.00
41.21
T
8�51
3.54
3-_8,1
-
tl�00
2-166
�q0
U.Q0
43�6
775
1.73
8.79
3.54
40.50
-
0.00
214
ROD
0.00
46.18
899
1.18
UPS!4TO-5
- -
C00
2.28
DA
K-i
49TI
825
1.84
9.36
3.54
45.46
- -
0.00
242
ROD
0.00
51.43
WO
1.'80
9.65
3�54
4By05
0�00
?u
�x
0 _0
5418
875
1.95
9.93
3.54
50.69
-
0.00
273
D.OD
0.00
56.96
900
72.ft-1
1021
3.54
53,40
0T0
2.08
0.W
OAO
58 83
925
2.06
10.50
3.54
56.18
- -
0.00
3.05
D.OD
0.00
6277
2.12
10.78
3I54
59.p2
41P0-
y2
M
D�00
85,78
975
2.17
11.06
3.54
61.93
- -
0.00
3.38
D.00
0. 00
68.85
1T
223
1135
�.S4
04.90
0_0
356
0-00
ODO
7500
1,025
2.28
11.63
3.54
67.93
-
0.DO
3.74
D.OD
0.00
75.21
50
1 i,92
3,54
7,,1 03
-
0 00
3-92
D. W
D00
78'> 49
1,076
2.40
12.20
3.54
74.19
7-
UAO
4.11
0.0D
0.00
81.84
1a700
?a5
1z48
�
77.41
-
000
431
OX(I
O.gO
8526
1,125
2.51
12.77
3.54
90.70
- -
3.00
4.50
D.00
0.00
88.74
11150
'2256
13�05
3_54
8405
0.00
4.71
O_t'10
0_DO
1.175
2.62
13.33
3.54
87.46
- -
0.00
4.91
0.00
0.00
95.91
Duty Points:
1 Pump 411 1.05 5.34
3.54
16.12
-
2 Pumps 67s 1 50 7 55
354
31.29
Fittingn/alve Head:
Size in Description
K Factor
D1t
Total K
6 Gate Valve
0.12
0
0.00
6 Check Valve
0.75
0
0.00
6 Ball Valve
0.05
0
0.00
6 Butterfly Valve
O.BB
0
0.00
6 Plug Valve
0.27
0
0.00
6 90' Elbow
0.45
0
0.00
6 45. Elbow
0.24
0
0.00
6 Tee(Branch)
0.90
O
0.00
6 Tee (Run)
0.30
0
0.00
6 Pipe Entrance
0.78
1
0.78
6 Pipe Exit
1.00
1
1.00
Total K: 1.78
000 C.79 0.00 O.DO
000 1.62 0.00 0 DO
-. FittingfValve Head =K(v'!2g)
2045.
3644
1 of 2

70.0
.I I
50.0 -
30.0
M
4.1
H 2O.0
10.0
W,
Cottle Farm
Transfer Pump
Pump Vs. System Curve
3" Pontoon High Pressure
4.*i
OAVA N AU 13 H
0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
LO O Ln N N M (�7 'Ch 0 0 coO(D O� ti coo 000 N 0) O
Flowrate (gpm)
System Curve 1 Pump 1
2 of 2

Narrative
'Cottle Farm' will utilize existing barns with slotted floors over flushing pits to collect manure.
Upon flushing, Barns 1-4 will gravity flow waste through a 12" pipe to the influent lift station. The
influent lift station will utilize two 20 hp GEA pumps, with a typical flow of approx. 710 gpm (1 pump)
through a 6" HDPE (DR 17) forcemain into the anaerobic digester.
Upon flushing, Barns 5-6 will gravity flow waste through a 12" pipe to the digester.
After treatment in the anaerobic digester (283,248 cubic feet of total volume, 225,214 cubic feet at
Operating Level), effluent will gravity flow through the 12" digester outlet pipe to the existing Lagoon 1.
Additionally, the transfer pump will pump from the existing Lagoon 1 to the existing Lagoon 2 using a 10
hp GEA pump, with a typical flow of approx. 470 gpm through a 6" HDPE (DR 17) forcemain in order to
balance the lagoons as needed.

FLOOD HAZARD INFORMATION
NTTP.//FRIS.NC.GOV/FRIS
wwnow&mRoodaerwa��
-
gvWithBFEwllawDepihzme AF.Ae,aa, „E AR
syadkLywoD � ��,,
alle:ArcedChina:Rood illhMeagr
Deptk lfl—Th Ctw Fmlwyhdt le -e x
NmeollerThmf Omsmse Nile zaax
Fmm aedNom AMoat
Ch—FRW Remd--
a1e91ARFASOF �A-ewhRW—dP—dlmkdwmlaee
RDDDKQM see wales me
UnaI MssDeseedmllehe DYaldeths
ARMS 021liMemlChaxeRmdphim—
anmel, akea, w stem Fates
k embe mWatrbn.WAm.MW
OBeslkl Iam. DD; et RaeweD
SIRURWa „11—wtAbllnve.0ft wibo ,
1bMaedlmtamdewcsorRyhmmmuk
estee watlanel FaodeDeseNeybwwltfnrk
® aeh 11LwCFMPl11Reyemmauk
owdS.mars elm 1%Ane al Rance
wefeesurf�6wewm (9R)
----- aeeblTnmeet
------- C-WIlbn6ee Besellm
... Name B..ffn0
1svl.ppi .I'e
ORw2 Drsaa/5htly
iWlm6 ......__ ...... Mledkdm Cosy
NOTES TO USERS SCALE
� .,'�'•n'-�„��'.,�"�.a. X. ruo •m�sc� �'mi�oiwe�wemi�
V12A00
.� oaem.a..°.HRxm_nwnm s—.. e��•1pim' Ii�.a �' 0 eee.;0� I M) 2AN.
•.n-mey..m°na.o°n-e...mme D im 3J0 DDD Nrs
�m000-"0aw.-"'a u. r"".e..°aiswwn�'rr•wo•.ee.�r�m ia.
.,.. m m. °limw oy Moewm were Mtim p1k1wA)
=7ALeAmRC.ES -[Nlceee�f-Hair:
®nCBBSA— O PmbL4dNm
PANEL LOCATOR
Cl©©©0©©
111mmommmW
000=cam
OD==''==000Q1
.. xtnDll cvtauwARdroDPwwktklrOlc PRosRAkl
E wAIIDNLLROt®wsURANFEIRDOWW
FLODD INWRANCE RATE MAP
c NORTH CAROLINA
� ae3406
(D
a) F'EM;1
C
r
� mw ntm sera
e
�.m ara®oae
to
C
O
0
ILL.
�6
C
O
R
Z
w3401M
NIPRw61a
02,.W/06

Notiticatlon oT t,nange oT vwnersntN
Animal Waste Management Facility
(Please type or print all information that does not require a signature)
In accordance with the requirements of 15A NCAC 2H .0217(a)(1)(H)(xii) this form is official notification to the Division
of Water Quality (DWQ) of the transfer of ownership of an Animal Waste Management Facility. This form must be
submitted to DWQ no later than 60 days following the transfer of ownership.
General Information:
Name of Farm: Cottle Farm Facility No: 31-41
Previous Owner(s) Name CDP; LLC
Phone No: 910-271-1779
New Owner(s) Name: M Anrt A Ph',n�; +-�! N ' % ' LLG Phone No:
Mailing Address: 903 Wards Bridge Rd. Warsaw, NC 28398 to, 2-9 e• of I/
Farm Location: 35 02' 40" / 78 56' 10" County: Du lin
Please attach a copy of a county road map with location identified and described below (Be specific: road names,
directions, milepost, etc.): From Warsaw go E on SR 1300 Approx 8.4 miles to farm entrance on the left.
O eration Description:
Type of Swine
Wean to Feeder
0
Feeder to Finish
Farrow to Wean
0
Farrow to Feeder
E.3�arrow to Finish
ean to Finish
ED
Gilts
M
Boars
No. of Animals
Type of Poultry
Ej Layer
Pullets
No. of Animals
Other Type of Livestoc
�s1!;70x13S j. irf� egss
Type of Cattle No. of Animals
Dairy
0 Beef
Number of Animals
Acreage Available for Application: 37.09 Required Acreage: 37.09
Number of Lagoons / Storage Ponds: 2 Total Capacity: 1,441,201 Cubic Feet (ft3)
Owner I 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 Certified Animal Waste Management Plan (CAWMP) for the farm named above and will implement these procedures. I (we) know
that any modification or expansion to the existing design capacity of the waste treatment and storage system or construction of new facilities will
require a permit modification before the new animals are stocked. 1 (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 this facility may be covered
by a State Non -Discharge Permit or a NPDES Permit and completion of this form authorizes the Division of Water Quality to issue the required permit
to the new land owner.
Name of Previous Land Owner:
Signature: C
Name of
r: M
Signature: ►°' a_V /n f G[� 6�
Name of Manager (if different from owner):
Signature:
Please sign and return this form to:
A
LLC
LLC
Date:
Date:
N.C. Division of Water Quality
Aquifer Protection Section
Animal Feeding Operations Unit
1636 Mail Service Center
Raleigh, NC 27699-1636
GI — z//- Zc:l�
Z
November 1, 2004

k
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Animal Feeding Operations Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
State General Permit - Existing Animal Waste Operations
1. GENERAL INFORMATION:
1.1 Facility name: Cottle Farm
1.2 Print Land Owner's name: M And A Phillips. LLC
1.3 Mailing address: 903_Wards Bride Rd
City, State: Warsaw. NC Zip: 28398
0
Telephone number (include area code): ( 910 ) M9 - 0111
1.4 Physical address: 127 E Wards Bridge Rd.
City, State: Warsaw, NC Zip: 28398
Telephone number (include area code): { } -
1.5 County where facility is located: Dunlin
1.6 Facility location (directions from nearest major highway, using SR numbers for state roads): From Warsaw, go East on SR
1300 approx. 8.4 miles to farm entrance on the left.
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): Mur)hv Brown, LLC
1.9 Facility's original start-up date: 1993 Date(s) of facility expansion(s) (if applicable):
2. OPERATION INFORMATION:
2.1 Facility number: 31-41
2.2 Operation Description:
Please enter the Design Capacity of the system. The "No. of Animals" should be the maximum number for which the waste
management structures were designed.
TTe of Swine
❑ Wean to Feeder
❑ Feeder to Finish
❑ Farrow to Wean (# sow)
❑ Farrow to Feeder (# sow)
No. of Animals Type of Poultry No._ of Animals Type of Cattle No. of Animals
❑ Layer ❑ Beef Brood Cow
❑ Farrow to Finish (# sow)
[Wean to Finish (# sow) 6984
❑ Gilts
❑ Boar/Stud
❑ Other Type of Livestock on the farm:
❑ Non -Layer ❑ Beef Feeder
❑ Turkey ❑ Beef Stocker Calf
❑ Turkey Poults ❑ Dairy Calf
❑ Dairy Heifer
❑ Dry Cow
❑ Milk Cow
No. of Animals:
FORM: AWO-STATE-G-E 1/10/06 Page 1 of 5

2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): 96.88 Required Acreage (as listed in the CAWMP): 37.09
2.4 Number of lagoons: 2 Total Capacity (cubic feet): 1.441.,201 Required Capacity (cubic feet): 1.212.157
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 NO] (circle one)
2.6 Are subsurface drains present in the vicinity or under the waste management system? YES or NO] (circle one)
2.7 Does this facility meet all applicable siting requirements?
3. REQUIRED ITEMS CHECKLIST:
FY'ES or NO (circle one)
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item.
A licants Initials
3.1 One completed and signed original and two copies of the application for State General Permit -
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 CAWMP must include the following components. Some of these components may not have been required at the time
the facility was certified but should be added to the CAWMP for permitting purposes:
3.3.1 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
3.3.9 The required NRCS Standard specifications
3.3.10 A site schematic
3.3.11 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.)
FORM: AWO-STATE-G-E 1/10/06 Page 2 of 5

4. APPLICANT'S CERTIFICATION:
V�M. U, : OS, .---(Land Owner's name listed in question 1.2), attest that
this application for A,-i—�y riti (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 nocompleted and that if all required supporting information and attachments are not included, this application package
will be returned t me as incomnlewl /
Signature Date�J — kcid
5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
(Manager's name listed in question 1.6), attest that this
application for (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 QUALITY
AQUIFER PROTECTION SECTION
ANIMAL FEEDING OPERATIONS UNIT
1636 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1636
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: AWO-STATE-G-E 1/10/06 Page 3 of 5

6. SURFACE WATER CLASSIFICATION:
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 1 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 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.
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 Commission):
Proposed classification, if applicable:
Signature of regional office personnel: Date:
(All attachments must be signed)
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
(910) 486-I541
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
Surry
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)
JE'`_.,.. i1%'IAI'''._:.:.'::.;:bl._;. _.. :.EIC�Bria£d..: �e..[�t�:Orle�
General Information:
Name of Farm: Cottle Farm Facility No: 31-41
Owner(s) Name: M And A Phillips, LLC Phone No: 910-290-0111
Mailing Address: 903 Wards Bridge Rd, Warsaw, NC 28398
Farm Location: County Farm is located in: Duplin
Latitude and Longitude: 35 02' 40" 178 56' 10" Integrator: Murphy Brown
Please attach a copy of a county road map with location identified and described below (Be specific: road
names, directions, milepost, etc.): From Warsaw_, go East on SR 1300 approx. 8.4 miles to farm entrance on the
left.
Operation Description_
Type of Swine No. of Animals Type of Poultry No. of Animals Type of Cattle No. of Animals
Wean to Feeder ED Layer Q Dairy
0 Feeder to Finish [] Pullets Beef
Farrow to Wean
0 Farrow to Feeder
[] Farrow to Finish
Wean to Finish 6984
Gilts
0 Boars
Acreage Available for Application: 96.88 Required Acreage: 37.09
Number of Lagoons / Storage Ponds: 2 Total Capacity: 1,441,201 Cubic Feet (ft3)
Are subsurface drains present on the farm: Yes or I No (please circle one)
If YES: are subsurface drains present in the area of the LAGOON or SPRAY FIELD (please circle one)
wwwwwwwwwwwwwwwtww##*w*wwwwwwwwwwwwwww,-rrwwwwwwwwww*www*wwwww**wwwwwwwwwwwww*twww*ww*wwwwwwwwwwwwwwwtwwwwwwwwtwwwwww**ww+.w,w,rxwwxwwwwww
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 ner: Anq A Phillips, LLC
Signature:
Al —
Name of Manager (if different f m owner):
Signature:
Date: 2 33 8
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.
N. Certification of Design
A) Colle • tion. Storage. Treatment 5 stem
Check th appropriate box
Existing facility without retrofit (SD or WUP)
Storage volume is adequate for operation capacity: storage capability consistent with waste
utilization requirements.
l� New, excanded 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. Kin
Affiliation Murphy -Brown, LLC Date Work Completed:
Address (Age cy): P.O. Box 856, Warsaw, NC 2839E Phone No.:.910f 293-3434
Signature: Date: s- al- 1
B) Land Aptcation 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 (Age y): P.O. Box 856, Warsaw, NC 2839E Phone No.. [phone]
Signature: Date: DA ,
C) Runoff Controls from Exterior Lots
Check the appropriate box
�FBCIII without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
lLJ 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 (Agen ): P.O. Box 856, Warsaw, NC 2839E Phone No.: [phone]
Signature: Date: S - 2-�—
AWC -- August 1, 1997 2

D). Appliatjon and Handling Equipment
Check th appropriate box
Existing or expanding facilily 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 ecui ment for spray irrigation.
(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 timing of applications has been established: required buffers can be
maintained: calibration and adjustment guidance are contained as part of the plan).
0 New, expanded or existing facility without existing waste application equipment for land s_2readin
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): Toni W. Kin; _
Affiliation Murphy -Brown, LLC Date Work Completed:
Address (Agen�t ): P.O. Box 56, Warsaw, NC 2839E Phone No.: [phone]
Signature: Date: 5- a_t — l4S
E) Odor Control Insect Control Mortality Oana-gement and Emergency Action Plan SD.
SL WUP RC or I
The waste management plan for this facility includes a Waste Management Odor Control Checklist,
an Insect Control Checklist, a Mortality Management Checklist and an Emergency Action Plan.
Sources of both odors and insects have been evaluated with respect to this site and Best
Management Practices to Minimize Odors and Best Management Practices to Control Insects have
been selected and included in the waste management plan. Both the Mortality Management Plan
and the Emergency Action Plan are complete and can be implemented by this facility.
Name of Technical Specialist (Please Print): Toni W. King
Affiliation Murphy -Brown, LLC Date Work Completed:
Address (Age y}: P.O. Box 856, Warsaw, NC 2839f Phone No.:_(910) 293-3434
Signature: � �jty,;,� ;� Date: _-z t — VV
F) Written Notice of New or Expanding Sib 'ne 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 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:
Name of Manager (if different from owner):
Signature:
AWC -- August 1, 1997
Date:
Date
3

111. Certification of Installation
A) Collection Storage, Treatment Installation
New. expanded or retrofitted facility (SI)
Animal waste storage and treatment structures, such as but not limited to lagoons and ponds, have
been installed in accordance with the approved plan to meet or exceed the minimum standards and
specifications.
For existing facilities without retrofits, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation Date Work Completed:
Address (Agency). -
Signature:
B) Land Aaplicabon Site (WUP)
Check the appropriate box
Phone No.:
Date:
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. Kin
Affiliation Murphy -Brown, LLC Date Work Completed:
Address (Age y): P.O. B04 856, Warsaw, NC 2839E Phone No.: [phone]
Signature:��, l� ; Date:
This following signature block is only to be used when the box for conditional approval in Ill. 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 4

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: T
D) Application and Handling Equipment Installation (WUP or 1)
Check the appropriate block
F-1 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.
ED 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.
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 (Agen ): P.O. Box 856, Warsaw, NC 2839F Phone No.; [phone]
Signature: Date: 1%/
The following signature block is only use'a when 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 ISD.. SI, WUP. RC or h
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. Kiwi
Affiliation ' Murphv-Brown, LLC Date Work Completed:
Address (Age cy): P.O. Box 856, Warsaw, INC 2839E Phone No.: 910)293-3434
Signature:.. Date: 5 _' -\ -- \ �5
AWC -- August 1, 1997 5

Please return the completed form to the Division of Water Quality at the following Address:
Department of Environment Health and Natural Resources
Division of Water buality
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 6

Murphy -Brown, LLC
Grower(s):
Farm Name:
Farm
2/9/2023 P.O. Box 856
Warsaw, NC 28398
NUTRIENT UTILIZATION PLAN
M And A Phillips
Cottle Farm; Fac. No.: 31-41
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Wean to Finish 6984
Feeder to Finish
Storage Structure:
Storage Period:
Application Method:
Anaerobic Lagoon
>180 days
Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate 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 DWQ regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1 of 11

This plan is based on the waste application method shown above. If you choose to change
methods in the future, you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. In some cases you may want to have plant analysis made, which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, ft3, tons, etc.):
-Capacity Type Waste 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
6984
Wean to Finish
776 gal/yr
5,419,584 gal/yr
Feeder to Finish
927 gal/yr
I gal/yr
Total
5,419,584 gal/yr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
Capacity Tye Nitrogen Produced per Animal Total
Farrow to Wean
3.8436 Ibs/yr
Ibs/yr
Farrow to Feeder
6.9498 Ibs/yr
Ibs/yr
Farrow to Finish
18.8604 Ibs/yr
Ibs/yr
Wean to Feeder
0.3438 Ibs/yr
Ibs/yr
6984
Wean to Finish
1.3968 Ibs/yr
9,755 Ibs/yr
Feeder to Finish
1.6686 Ibs/yr
I Ibs/yr
Total
9,755 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: 35.79
Total N Required 1st Year: 11376.745
Total N Required 2nd Year: 0
Average Annual Nitrogen Requirement of Crops: 11,376.75
Total Nitrogen Produced by Farm: 9,755.25
Nitrogen Balance for Crops: (1,621.49)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2of11

10
NOOj
LO
q CcO
�
LO
LO
m Cl)
d W
coCfl
���N'r'0�c
N
10
Cr
N O
�M'It
(V
rm
n
m-
L V
m
m
m m
N
N N
n r
t0000(m0[O.
0 N
0 m
m N
w
N
F?
N
F
u
1° a
O UL
Ln Un
Ln O
q Lq
Lo (p
q Lo
(o Lo
Lo Lo
m q
.6Z
�M(M
Oi
co
of V
w
M�
mvmmvmmmOm
H a
M N
N M
M
M
N M
M M
M M
M M
M M
N M
J
a N
m M
N m
0 7
N
M M
m m
Ln M
0
n
16
Lc) (O
V Co
Co M
Co
M f-
N N
N M
CO M
I, (,
N N
V O
N r
n W
N N
N
N 0
m
Lo Lo
O 7
H
Z
V
(�
0 0
O O
0 0
O O
0 0
O O
0 0
O O
O O
In m
O O
Ln lf]
O O
Ln U')
O C:,C,
M Lo
C)Q
m to
J
V �
a
zn
y w
N
J R
0 C
Z
M
LLn LO
pp
LLei
LOo
lm0 lm0
p
it1
N
�^
pp
L1Q,
Lam•!
C QN
-
C.
O ,0
N N
N N
N N
N N
N
L L
L L
L L
L L
2 2
2 2
2 2
2 2
n
n
n
c
y—
m m
m m
m m
m m
¢¢¢¢
Q¢¢
Q
Q Q
00000000
u
wNNN
0)NNNNN
a
o m
G
J J
J J
J J
J J
J J
J J
J J
J J
J J
N
w d
CD
LL��
V
.^v O�
Lon
L[jr
LOL[
O(00�
A
� N
Qj
m N
CD
V
CD
m
O
N
r
m
V m
(0
wi
Ln n
(D N
M
V
ONNMOO
0O
LO
N
Low
h
7�
MOMS
Ln�
NM
n
H?
N
Z V
(�
CD
V 0
0 0
V O
O LO
O O
LO O
O
a
vmmr-
N
N
r- vm
N N
f-
N
n(O
N N
h P-ID
N N
r-
N N
N N
r
N N
J
m
Q
Z
y �
d
J Q'
a 'c
o �
U Z
m
r(�(�vrt�
mm
v'Tr
c
vv:
v
T vv
m
vcav
Am
Lc m
a -�r
w a
a
V
O Lo
Lo Lo
Lo O
Lo to
Ln a
Ln Ln
't Ln
Ln Ln
CO q
•-
N �
uivv0LOLOvLr)
000Lri0LriLritov0
a a
a a
E —
a�a�dddddm
2 rn
q
m -
> (n
vmdmdmmma�m
ALL
n
cn cn
<n to
l!.
LL
o m
6,00
U U
U U
U U
U U
U U
U U
U U
U U
U U
aU
y y
7 N
y N
N =
N w
= 7
y ?
y .-
N
-
-
N LU
- -
N
-
N N
- -
m
C _
-
0
o a
o
o
a
'Z
�-
j
j
J
J
C
m 7
a J
7
J
7 m
7
J
3
3 3
3
7
O
Q
Q a
Q
Q
Q Q
Q
Q Q
Q
A
a m
m N
coMNm()aN
LO m
CO M
N M
wwwr-
V V
m m
.)mLnmN�
m N
m m
h
V CC
m
N N
W M
LA Lo'
v M
v Ln
u-)
O
M
a
Q
G
i6
L
V
W
N
M 0
m P
P P
O
Q
LL
7
7 7
7
7 7
Vl
V! f17
N
(n
fn
C
O
y
CL
J
w LA
w w
w Lh
w w
m w
ti
O.
d
fj
r.CMMMMMr:
c e
c c
c c
c c
c
m
C)
`
n n
ti n
n ti
ti n
m m
> >
m m
> >
m m
> >
m m
> >
m
> >
C
�
F
co co
M M
M M
M M
W W
W W
W W
W W
W W
ti
O
(6
co

Reception
gin
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 definately 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
Lbs N utilized / unit yield
A
Barley
1.6 Ibs N / bushel
B
Grazed Bermudagrass
37.5 Ibs N / ton
C
Hybrid Bermudagrass Hay
50 Ibs N / ton
D
Corn - Grain
1.25 Ibs N / bushel
E
Corn - Silage
12 Ibs N / ton
F
Cotton
0.12 Ibs N / Ibs lint
G
Grazed Fescue
37.5 Ibs N / ton
H
Fescue Hay
50 Ibs N / ton
I
Oats
1.3 Ibs N / bushel
J
Rye
2.4 Ibs N / bushel
K
Grazed Overseed
50 Ibs N / acre
L
Overseed Hay
50 Ibs N / acre
M
Grain Sorghum
2.5 Ibs N / cwt
N
Wheat
2.4 Ibs N / bushel
O
Soybean
4.0 Ibs N / bushel
P
Pine Trees
40 Ibs N / acre / yr
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/ j/animal Farm Total/ r
Farrow to Wean
0.84
Farrow to Feeder
1
Farrow to Finish
4.1
Wean to Feeder
0.072
Wean to Finish
0.306
Feeder to Finish
0.36
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 0 pounds of plant available nitrogen per year 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 0 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 0 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 0 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
3733
1
Pactolus
C
0.45
1
3733
2
Lumbee
C
0.5
1
3733
3
Lumbee
C
0.5
1
3733
5
Autryville
C
0.6
1
3733
6
Autryville
C
0.6
1
3733
Sub 1
Pactolus
C
0.45
1
3733
Sub 2
Lumbee
C
0.5
1
3733
Sub 3
Autryville
C
0.6
1
ased Optioi
Evans
8
Autryville
C
0.6
1
Evans
9
Lucy
C
0.5
1
Evans
10
Autryville
C
0.6
1
Evans
11
Autryville
C
0.6
1
Evans
12
Lucy
C
0.5
1
Evans
13
Autryville
C
0.6
1
Evans
14
Autryville
C
0.6
1
Evans
Sub 4A
Autryville
C
0.6
1
Evans
Sub 4B
Marvin
C
0.65
1
Evans
Sub 4C
Autryville
C
0.6
1
6of11

Additional Comments:
This plan revised to show the pulls as they are made based on the new GPS
map of the facility and the equipment specified. All other parameters remained
the same.
Subfield acres are the balance of the total field acres minus the wetted acres
that can be applied to via an aerway.
7/25/2017 NUP reflects change of ownership from CDP, LLC to M And A
Phillips, LLC and changes the facility type from 5950 feeder to finish to a
6984 wean to finish. The leased land is still part of this NUP but is optional.
2/9/2023 This revision is based on the updated irrigation design prepared by
Kevin Weston. Hydrant 7 was removed because of the addition of the digester
7of11

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: Cottle Farm; Fac. No.: 31-41
Owner: M And A Phillips
Manager:
Owner/Manager Agreement:
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 DWQ 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 NCDWQ upon request.
Name of Facility Owner:
Signature:
Name of Manager (if different from owner):
Signature:
M And A Phillips. LLC
Date
Date
Name of Technical Specialist: Toni W. King
Affiliation: Murphy -Brown, LLC. !�
Address: 2822 Hwy 24 West, PO Drawer 856
Warsaw, NC 28398
Telephone: [phone]
Signature:
C.L a
Date
8of11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
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.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land eroding at more than 5 tons per acre per year but less than 10 tons
per acre per year provided grass filter strips are installed where runoff leaves the field
(See USDA, NRCS Field Office Technical Guide Standard 393 - Filter Strips).
5 Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the land application field.
6 When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland. When waste is applied to conservation tilled
crops or grassland, the waste may be broadcast provided the application does not occur
during a season prone to flooding (See "Weather and Climate in North Carolina" for
guidance).
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control odor and
flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
9 of 11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
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. Wastelnutrient 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
(continued)
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.

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

Sheet1
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: M and A Phillips, LLC - Cottle Farm; Fac. No.; 31-41 County: Duplin
Address: 903 Wards Bridge Rd. Digester Add't.
Warsaw, NC 28398 Farm Address Date: 2/8/2023
Telephone: [phone] E Wards Bridge Rd.
Kenansville, NC 28349
Table 1 - Field Specifications
Approximate Maximum
Maximum Maximum Application
Useable Size Application per Irrigation
Field of Field Rate Cycle
Number (acres) Soil Type Slope % Crop(s) In/hr) (inches) Comments
1
1 4.58
Pactolus
0-3
Bermuda / Small Grain
0.5
1
Pull 1
2
13.25
Lumbee
0-3
Bermuda / Small Grain
0.5
1
Pulls 2-3
3
3.69
Autryville
0-3
Bermuda / Small Grain
0.5
1
Pulls 5-6
4A
5.46
Autryville
0-3
Row Crops
0.5
1
Pull 8
4B
10.41
Lucy
0-3
Pines
0.5
1
Pulls 9, 12
4C
20.09
Aut ille
0-3
Bermuda ! Small Grain
0.5
1
Pulls 10, 11, 13 & 14
57.48

Sheet2
TABLE 2 - Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: Ag Rain Traveler 3"x1000' hose w/Nelson 150 Big Gun
Field No. Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hydrant No. tft/minj (in/hr.) Width(ft.) Length(ft) [feet] (Inches) at Gun(psi) at reebsi) Pattern Comments -Acres per null
1
3.57
0.37
297
458
330
1.18
70
105
330
4.58
2
3.57
0.37
285
762
330
1.18
70
105
330
6.63
3
3.57
0.37
285
761
330
1.18
70
105
330
6.62
5
6.55
0.68
285
75
330
1.18
70
105
180
1.39
6
5.24
0.56
255
191
330
1.18
70
105
220
2.30
8
4.29
0.45
217
1000
300
1.18
70
105
330
5.46
9
4.29
0.45
217
1000
300
1.18
70
105
330
5.46
10
6.29/4.29
0.67/0.45
185/200
193/807
300
1.18
70
105
220/330
4.98
11
6.2914.29
0.67/0.45
180/200
1061670
300
1.18
70
105
2201330
3.97
12
6.29
0.67
195
1000
300
1.18
70
105
220
4.95
13
6.2914.29
0.67/0.45
1801200
2901710
300
1.18
70
105
2201330
5.29
14
4.29
0.45
217
1000
300
1.18
70
105
330
5.85
TOTAL
57.48

Sheet3
TABLE 3 - Solid Set Irrigation Gun Settings
Make, Model and Type of Equipment N/A
Operating Parameters
Field No Wetted Hydrant Spacing(ft) Application Nozzle Operating Operating
and Number of Diameter Along Between Rate Diameter Pressure Time

S heet4
TABLE 4 - Irrigation System Specifications
Traveling
Irrigation Gun
Solid Set
Irrigation
Flow Rate of Sprinkler ( pm)
245
0
Operating Pressure at Pump (psi)
132.0
#DIV/0!
Design Precipitation Rate (in/hr)
0.41
0.00
Hose Length (feet)
xxxx xxx
Type of Speed Compensation
Mechanical
xxxxxXXX
Pump Type (PTO, Engine, Electric)
Engine
Engine
Pump Power Requirement h
34.3
#DIV/0!
TABLE 5 - Thrust Block Specifications
6"
4"
2"
THRUST BLOCK
THRUST BLOCK
THRUST BLOCK
LOCATION
AREA sq. ft.
AREA sq. ft.)
AREA sq. ft.
90 degree bend
8.8
4.3
1.1
Dead End
6.2
3.0
0.8
Tee
4.4
2.1
0.5
Gate Valve
6.2
3.0
0.8
45 degree bend
4.7
2.3
0.6
Page 1

Sheet5
IRRIGATION SYSTEM DESIGNER
Name: Micah Kevin Weston, CID
Company: Murphy -Brown, LLC dba Smithfield Hog Production
Address: 2822 Hwy 24 West, P.O. Box 856 Warsaw, NC 28398
Phone: [phone]
Required Documentation
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.
8. The information required by this form are the minimum requirements. It Is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 25' or wider must be maintained between the limits of the irrigation system and all
perennial streams and surface waters per NC Statutes.

Sheet6
Narrative of Irrigation System Operation
This design is for a "wetted acreage" determination for an existing facility. The acres were calculated based on
the equipment specified, a new GPS map of the fields and the charts created by NCSU for calculating Area
Allowances for Hard Hose Traveler Systems.
This revision dated 6/26/2012 done to add pull 14 in field 4C. This pull may be made via alluminum pipe.
Refer to owner's manual and irrigation dealer for information on maintenance, winterization, and operation of
system.
This revision dated 2/8/2023 done to reflect the removal of pull 7 and the recalculation of pull 6 in field 3 due to
the proposed digester location. All other parameters remained the same.

Sheet?
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson 150
Nozzle Size:
1.18 inches
Sprinkler Pressure:
70 psi
Flowrate(GPM):
245 gpm
Wetted Diameter:
300 feet " Reflects a 10% reduction from chart
Lane SnacinUs
Desired Spacing (%):
70 %
Design Spacing(feet):
210 "PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet):
200 feet
Actual Spacing (%):
67 %
Application Rate
Application Rate =(96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate =
0.41 in/hr
300 degree arc =
0.49 in/hr 330 degree arc = 0.45 in/hr
220 degree arc =
0.67 in/hr
180 degree arc =
0.82 in/hr
Traveller Speed
Travel speed = 1.605 x Flowrate / Desired application amount x Lane Spacing
Desired app. (in.) =
0.5 inches 360 degree arc = 3.93 ft/min
300 degree arc =
4.72 ft/min 330 degree arc = 4.29 ft/min
220 degree arc =
6.29 ft/min
180 degree arc =
7.86 ft/min
Mainline Velocity
Velocity = .408 x Flowrate / pipe diameter squared feet/sec.**
"For buried pipelines, velocity should be below 5 feet per second
Pipe size:
6 inches
Velocity=
2.78 ft/sec.
Page 1

Sheet7
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson
150
Nozzle Size:
1.18 inches
Sprinkler Pressure:
70 psi
Flowrate(GPM):
245 gpm
Wetted Diameter:
300 feet t Reflects a 10% reduction from chart
Lane Spacinas
Desired Spacing (%):
70 %
Design Spacing(feet):
210 "PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet):
240 feet
Actual Spacing (%):
80 %
Application Rate
Application Rate =(96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate =
0.41 in/hr
300 degree arc =
0.49 in/hr 330 degree arc = 0.45 in/hr
220 degree arc =
0.67 in/hr
180 degree arc =
0.82 in/hr
Traveller Speed
Travel speed =1.605 x Flowrate / Desired application amount x Lane Spacing
Desired app. (in.) =
0.5 inches 360 degree arc = 3.28 ft/min
300 degree arc =
3.93 ft/min 330 degree arc = 3.57 ft/min
220 degree arc =
5.24 ft/min
180 degree arc =
6.55 ft/min
Mainline Velocity
Velocity = .408 x Flowrate
/ pipe diameter squared feet/sec.`'*
*"For buried pipelines, velocity should be below 5 feet per second
Pipe size:
6 inches
Velocity--
2.78 ft/sec.
Page 1

Sheet8 (2)
d Cottle Farm; Fac. No.: 31-41
„Acreage Calculations 6/26/2012
1 (Removed pull 7, recalculated pull 6 218/2023)
Width ! Length Acres Total Acres Start End I Stop End Total
1 1 297 1 458 1 3.123 1 3.123 0.800 0.660 1 i 4.58
2
285'
762
4 986
4.986
0.902
0.742
C 6.63
3
r a.
285
761
T 4.979
4.979
0.902
0.742
_
6.62
5
285 ­
75
0.491
0.491
0.902
0.000
1.39
6
255
191
1.118
1.118
0.807
_
0.371
2.30
8
217
1000
4.682
0.474
0.000
5.46
1-00-0
_4.982
4.982
4. 882
0.474
0.000
5.46
10
185
193
0.820
4.525
0.45$
0.000 ,
4.98
f 200
807
3.705�
0.000�
0.000
_0.00
1
180 1�
106
_
0.438
�0.000
3.514
0.458
0.000
3.97
( 200
670
076
�0.000
0.000
0.000
0.00
1 195
1000
_3
4.477!
4.477
0.474
0,000
4.95
-12
13
1-180
290
1.198�
4.45$
0.458 Yj
_
0.378
j ^�5.29
200
710
3.260
0.000
0.000 1
0.000
0.00
14
j 217 f
1000
4.982
4.982
I 0.474 I
0.394
5.85
LL
{ 0 i
�0_�
0.000
0.000
1 0.000
0.000
0.00
l 0
0
0.000
0.000
0.600
0.000
0.00
0
0.000
0.000
0.000
0.000
0.00
o i
o
0.000 0.000
r 0.000
0.000
0.00
-
�0.00
I o
0
0.000
0.000
0.00o i
0.000
_.1 0
0
a 0.000
0.000
6.660
0.000
0.00
L
_
ITotal Acres
57.48
Page 1

Cottle Fa rnn
Fam ft 31-41
1'p� Total Field = Ac.
Wetted = 10.0.41 Ac.
Sub 4B = 10.21 Ac.
Total Field 3 = 7.00 Ac.
c Wetted = 3.69 Ac.
A� Sub 3 = 3.31 Ac.
�o
12 9
14 13 6
11 10 8 wells
w/100'
offsets 5
oc
�o
Total Field 4A = 14
Wetted = 5.46 Ac.
Sub 4A = 1.68 Ac.
Pull# Acres
1 4.58
2 6.63
3 6.62
5 1.39
6 2.30
8 5.46
9 5.46
10 4.98
11 3.97
12 4.95
13 5.29
3 14 5.85
2 Total 57.48
1
Total Field 4C = 32.03 Ac.
Wetted = 20.09 Ac.
Sub 4C = 11.94 Ac.
Total Field 1 = 7.32 Ac.
Wetted = 4.58 Ac.
Sub 1 = 2.74 Ac.
Total Field 2 = 21.47 Ac.

Grower: CEP Pigs, LLC ( ) Designed By: }
Address: 517 Abner Phillips Rd Checked By:
Warsaw, NC 28398 Date: 11/07/17
County: Duplin Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
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
Rainfall in Excess of Evaporation
Additional Water Usage:
Additional Drainage Area:
0
3991 Hd.
0
0
0
0
0
180 Days
7.5 In.
7.0 In.
U
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:-------------------
46.50
Ft.
Freeboard: -------------------
1.0
Ft.
Emergency Spillway Flow Depth:
0.3
Ft.
Side Slopes: -------------------
3
:1 (H:V)
Inside Top Length:
360.0
Ft.
Inside Top Width:
260.0
Ft.
Top of Dike Elevation: ----------------
Depth
53.30
Ft.
Finished Bottom Elevation: ----------------
12.00 Ft.
41.30
Ft.
Start Pump Elevation: ----------------
19.92 In.
51.64
Ft.
Stop Pump Elevation: ----------------
58.8 In.
48.40
Ft.
LAGOON VOLUME REQUIRED VOL.
DESIGN VOLUMES
% REQ'D.
Storm Stor = 58500 (Cu.Ft.)
58,527 (Cu.Ft.)
100.05%
Temporary = 166682 (Cu.Ft.)
265,117 (Cu.Ft.)
159.05%
Permanent = 458965 (Cu.Ft.)
461,148 (Cu.Ft.)
100.48%
Total Volume = 684,147 (Cu.Ft.)
784,792 (Cu.Ft.)
114.71 %
1/2 Treatment Volume = 229,483 (Cu.Ft.)
1/2 Treatment Volume Elevation = 45.17 Ft. 97.60 In.
90 Temporary Storage Volume Elevation = 50.34 Ft. + 35.49 In.
Min. Required Liner Thickness
Lagoon Surface Area: (Inside TOD)
1.8 Ft.
93,600 S.F.

Grower: CDP Pigs, LLC (1)Designed y: KBW
Address: 517 Abner Phillips Rd Checked By: DSE
Warsaw, NC 28398 Date: 11/07/17
County: Duplin Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: ®Cu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.}
Area (SF)
Incr. Vol. (Cu. FT)
Cumul. Vol. (Cu. FT)
41.30
54,144
0
42.00
56,161
38,607
38,607
43.00
59,103
57,632
96,239
44.00
62,118
60,610
156,849
45.00
65,204
63,661
220,510
46.00
68,362
66,783
287,293
47.00
71,593
69,978
357,271
48.00
74,895
73,244
430,515
49.00
78,270
76,582
507,097
50.00
81,716
79,993
587,090
51.00
85,234
83,475
670,565
52.00
88,825
87,030
757,595
53.00
92,487
90,656
848,251
53.30
93,600
27,913
876,164
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL
684,147
CF
CUMULATIVE
VOL.
ZONE VOL.
114.71%
END PUMP = = = =
48.40
FT
461,148 CF
TR'MT
461,148
100.48%
START PUMP = =:
51.64
FT
726,264 CF
TEMP
265,117
159.05%
MAX STORAGE =
52.30
FT
784,792 CF
STORM
58,527
100.05%
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw, NC 28398 [phone]

Grower: CDP Pigs, LLC (1) Designed By: KBW
Address: 517 Abner Phillips Rd Checked By: DSE
Warsaw, NC 28398 Date: 11/07/17
County: Duplin Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
Animal Type Capacity * ALW * (tuft./lb) = Tota
Nursery
0
30
1.00
0
Wean to Finish
3;991
115
1.00
458,965
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
I otal Kequired Treatment Volume (cu. ft.)=
Sludge Storage Volume:
458,965
[Animal Type Capacity ALW * (cu.ft./lb) = Total
Nursery
0
30
0.00
0
Wean to Finish
3,991
115
0.00
0
Finishing
0
135
0.00
0
Farrow to weanling
0
433
0.00
0
Farrow to feeder
0
1 522
0.00
1 0
Farrow to finish
0
1,417
0.00
0
Boars
0 1
400
0.000
0
I oral Kequirea sluage storage volume (cu. ft.)=
Temporary Storage Volume:
Manure Production:
0
nimal TypeCapacity * Sto. Period J./day) = Total
Nursery
0
180
0.30
0
Wean to Finish
3,991
180
1.17
838,376
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 1
0
180
4.06
0
i otal Manure Production (gals.)=
Total Manure Production (cu.ft.)=
Excess Fresh Water:
[Animal TVDe C2D2CitV * to. Period Ildavl = Tntal
838,376
112,082
Nursery
0
180
0.00
0
Wean to Finish
3,991
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 A
0
1 180
0.00
0
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cuff)=
0
0
w

Grower: CDP Pigs, LLC (1)
Address: 517 Abner Phillips Rd
Warsaw, NC 28398
County: Duplin
Temporary Storage Volume: _.(Cont.)
Designed By: KBW
Checked By: DSE
Date: 11/07/17
Sheet 4 of 7
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft
Vol.= (93600 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 54,600
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr./24Hr. Storm(in) / 12in./ft_
Vol.= (93600 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 25Y0241-1r. Storm Event (cu.ft)= 58,500
"Heavy Rain" Storage
Val.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in,/ft.
Vol.= (93600 sq.ft + 0 sq.ft.) * 0.0 in_ /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) = 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
0 0
Total Required Storm Storage
(25Yr. / 24Hr. Storm +'Heavy Rain')=
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) _
Total Required Permanent Storage
(Treatment + Sludge) =
TOTAL REQUIRED VOLUME = 684147 (CU.FT.)
y-
58,500 (CU.FT)
166,682 (CU.FT)
458,965 (CU.FT)

Grower: COP Pigs, LLC (1) Designed By: KBW
Address: 517 Abner Phillips Rd Checked By: DSE
Warsaw, NC 28398 Date: 11/07/17
County: Duplin Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation ____w__________
53.30
FT.
Emergency Spillway Crest Elevation ----------------
Not Al Applicable
Top of 25Yr. / 24Hr. Storm Storage ---------------
52.30
FT.
Top of "Heavy Rain" Storage ---------------
Not
Applicable
Start Pump Elevation — -----------------
51.64
FT.
End Pump Elevation ------- ----- — --- —
48.40
FT.
Top of Sludge Storage --------------
Not
Applicable
Seasonal High Watertable Elev.------------------
46.50
FT.
Finished Bottom Elevation - --------- -------
41.30
FT.
Inside Top Length ---------- --------
360.00
FT.
Inside Top Width --- ----------- —
260.00
FT.
Side Slopes ------------
3:1
H:V
Lagoon Surface Area --------------
93,600
SF
Min. Liner Thickness (if required) ---------------
1.8
FT.
Freeboard Depth -------------- ----
1.00
FT.
Temporary Storage Period ----- ---- -----
180
Days
Zone Depths:
TOTAL DESIGN VOLUME = 784792 (CU.FT.)
Treatment / Sludge Storage Zone Depth ---------- 7.1 FT.
Temporary Storage Zone Depth ------------ 3.2 FT.
Freeboard / Storm Storage Zone Depth --- —---- -- 1.7 FT.
Total Lagoon Depth --------- 12.0 FT.
W

Grower: CDP Pigs, LLC (1)
Address: 517 Abner Phillips Rd
Warsaw, NC 28398
County: Duplin
STRT PMP EL.= 51.64
END PMP EL. = 48.40
Murphy -Brown, LLC
1
1
1
1
1
1
1
ZONE ELEVATIONS
TOP OF DIKE ELEV = 53.30
TOP OF STORM ELEV = 52.30
TOP OF TEMP STORAGE ELEV = 51.64
1 TOP OF TREAT ELEV = 48.40
1 !
1 /
1 !
FINISHED BOTTOM ELEV = 41.30
P.O. Box 856, Warsaw NC 28398
Designe KBW
Checker DSE
Date: 11 /07/17
Sheet 6 of 7
�1
/ 1
/ 1
SHWT = 46.50
(91 Q) 293-3434

Grower: CDP Pigs, LLC (1) Designed By: KBW
Address: 517 Abner Phillips Rd Checked By: DSE
Warsaw, NC 28398 Date: 11/07/17
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:
`

This design is update of start and stop pump elevations and to show the 1/2
treatment volume level for sludge storage. This design does not supercede the
original certification of the farm.
This design is to show change of ownership and animal type.
Engineering P.O. Box 856, Warsaw NC 28398 (910)

row re
ti
Address: 517 Abner Phillips Rd Checked By: DSF
Warsaw, NC 28398 Date: 11 /07/17
County: Duplin Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN
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:
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape?
Does Operator Want Emergency Spillway?
Was This Design Built Prior to Sept. 1996?
Is Drain Tile Req'd to Lower SHWT?
Seasonal High Water Table Elev:-------
Freeboard:-------
Emergency Spillway Flow Depth:
Side Slopes: -------
Inside Top Length:
Inside Top Width:
Top of Dike Elevation: -------
Finished Bottom Elevation: -------
Start Pump Elevation: -------
Stop Pump Elevation:-------
Farm Population:
0
2993 Hd.
0
0
0
0
0
180 Days
7.5 In.
7.0 In.
0
0
(Y/N)------------ N
(Y/N)------------ N
(Y/N)------------ Y
(Y/N)------------ N
43.00 Ft.
1.0 Ft.
0.3 Ft.
3 :1 (H:V)
640.0 Ft.
129.0 Ft.
Depth
50.00 Ft.
14.00 Ft.
36.00 Ft.
20.28In.
48.31 Ft.
67.2 In.
44.40 Ft.
LAGOON VOLUME
REQUIRED VOL.
DESIGN VOLUMES
% REQ'D.
Storm Stor =
51600
(Cu.Ft.)
52,253
(Cu.Ft.)
101.27%
Temporary =
132215
(Cu.Ft.)
259,100
(Cu.Ft.)
195.97%
Permanent =
344195
(Cu.Ft.)
345,056
(Cu.Ft.)
100.25%
Total Volume =
528,010
(Cu.Ft.)
656,409
(Cu.Ft.)
124.32%
1/2 Treatment Volume = 172,098 (Cu.Ft.)
1/2 Treatment Volume Elevation = 41.03 Ft.
90 Temporary Storage Volume Elevation = 47.07 Ft.
Min. Required Liner Thickness
Lagoon Surface Area: (Inside TOD)
107.67 In.
35.12 In.
2.0 Ft.
82,560 S.F

Grower: CDP Pigs, LL 12 f Designed By: KBVV
Address: 517 Abner Phillips Rd Checked By: DSE
Warsaw, NC 28398 Date: 11/07/17
Countv: Dur)lin Sheet 2 of 7
BASE VOLUME:
ACTUAL DESIGN VOLUME CALCULATIONS
OCu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.}
Area SF
Incr. Vol. Cu. FT)
Cumul. Vol. (Cu. FT)
36.00
25,020
0
37.00
28,662
26,841
26,841
38.00
32,376
30,519
57,360
39.00
36,162
34,269
91,629
40.00
40,020
38,091
129,720
41.00
43,950
41,985
171,705
42.00
47,952
45,951
217,656
43.00
52,026
49,989
267,645
44.00
56,172
54,099
321,744
45.00
60,390
58,281
380,025
46.00
64,680
62,535
442,560
47.00
69,042
66,861
509,421
48.00
73,476
71,259
580,680
49.00
77,982
75,729
656,409
50.00
82,560
80,271
736,680
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL
528,010
CF
CUMULATIVE
VOL.
ZONE VOL.
124.32%
END PUMP = = = =
44.40
FT
345,056 CF
TR'MT
345,056
100.25%
START PUMP = =:
48.31
FT
604,156 CF
TEMP
259,100
195.97%
MAX STORAGE =
49.00
FT
656,409 CF
STORM
52,253
101.27%
Murphy -Brown, LLC Engineering P.O. Box 856,Warsaw, NC 28398 [phone]

Grower: CDP Pigs, LLC (2) Designed By: KBW
Address: 517 Abner Phillips Rd Checked By: DSE
Warsaw, NC 28398 Date: 11/07/17
County: Duplin Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
Animal Type Capacity ALW cu. ./lb) = Total J
Nursery
0
30
1.00
0
Wean to Finish
2,993
115
1.00
344,195
Finishingg
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
o
400
1.00
0
Total Required Treatment Volume (cu. ft.)=
Sludge Storage Volume:
344,195
Animal Type apacity ALW (cu. ./ = Total
Nursery
0
30
0.00
0
Wean to Finish
2,993
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.)=
Tern pora ry Stora a Volume:
Manure Production:
0
Animal yp Capacity * Sto. Period d./day) = Total
Nursery
0
180
0.30
0
Wean to Finish
2,993
180
1.17
628,730
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:
628,730
84,055
nima) ypeCapacity Sto. Period J./day) = Tota
Nursery
0
180
0.00
0.00
0
0
Wean to Finish
2,993
180
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.)= 0
Total Fresh Water Excess (cu.ft.)= 0

Grower: CDP Pigs, LLC (2)
Address: 517 Abner Phillips Rd
Warsaw, NC 28398
Co
Temporary Storage Volume: SCont.)
Designed By: KBW
Checked By: DSE
Date: 11/07/17
Sheet 4 of 7
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft
Val.= (82560 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 48,160
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (82560 sq_ft + 0 sq.ft.) * 7.5 in, /12 in./ft.
Total Required Volume for 25Yr./24Hr. Storm Event (cu.ft)= 51,600
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (82660 sq.ft + 0 sq.ft.) * 0.0 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) = 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
0 0
Total Required Storm Storage
(25Yr. / 24Hr. Storm + 'Heavy Rain')= 51,600 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) = 132,215 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 344,195 (CU.FT)
TOTAL REQUIRED VOLUME = 528010 (CU.FT.)
Box 856. Warsaw

Grower: CDP Pigs, LLC (2)
Address: 517 Abner Phillips Rd
Warsaw, NC 28398
County: DUplin
LAGOON DESIGN SUMMARY
)esigned By: KBW
Checked By: DSE
Date: 11 /07117
Sheet 5 of 7
Top of Dike Elevation ---------------
50.00
FT.
Emergency Spillway Crest Elevation --------- ------- --
Nat AlApplicable
Top of 25Yr. / 24Hr. Storm Storage ------- --------
49.00
FT.
Top of "Heavy Rain" Storage -------- ----------
Not
Applicable
Start Pump Elevation
48.31
FT.
End Pump Elevation --- —----- --------
44.40
FT.
Top of Sludge Storage ----------------
Not
Applicable
Seasonal High Watertable Elev------- —------- --
43.00
FT.
Finished Bottom Elevation ____---- --------
36.00
FT.
Inside Top Length -----------------
640.00
FT.
Inside Top Width ------ ------------
129.00
FT.
Side Slopes ------------
3:1
H:V
Lagoon Surface Area -------------- ----
82,560
SF
Min. Liner Thickness (if required) ------------ -----
2.0
FT.
Freeboard Depth — --------------- --
1.00
FT.
Temporary Storage Period ----------------
180
Days
Zone Depths:
TOTAL DESIGN VOLUME = 656409 (CU.FT.)
Treatment / Sludge Storage Zone Depth ----------
Temporary Storage Zone Depth -----------
Freeboard / Storm Storage Zone Depth -----------
Total Lagoon Depth---------
8.4
3.9
1.7
14.0
FT.
FT.
FT.
FT.

Grower: CDP Pigs, LLC (2)
Address: 517 Abner Phillips Rd
Warsaw, NC 28398
County: Duplin
STRT PMP EL.= 48.31
END PMP EL. = 44.40
ZONE ELEVATIONS
_ TOP OF DIKE ELEV = 50.00
1
1 TOP OF STORM ELEV = 49.00
1
1
1
1 TOP OF TEMP STORAGE_ ELEV = 48.31
1
1 TOP OF TREAT ELEV = 44.40
1
1
FINISHED BOTTOM ELEV = 36.00
Designe KBW
Checker DSE
Date: 11 /07/17
Sheet 6 of 7
�1
/
1
/
1
1
SHWT = 43.00
rwurpny-brown, LLU cngrneenng t--'.u. box trod, Warsawivu 1ti:iqu [phone]

r
Grower: CDP Pigs, LLC (2) Designed By: KBW
Address: 517 Abner Phillips Rd Checked By: DSE
Warsaw, NC 28398 Date: 11/07/17
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 ��`'��

��``
COMMENTS:
This design is update of start and stop pump elevations and to show the 1 /2
treatment volume level for sludge storage. This design does not supercede the
original certification of the farm.
LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

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 (CO2).
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 2"d 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 2"d 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 3d 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 0&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 V party, but the information is included in this 0&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:
5. Transfer Pump:
4" Hog Manure Pump or 4" High Pressure Pump
(Electric Pumps)
8" Flush Pump (Electric Pump)
4" Hog Manure Pump or4" 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 0&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 0&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: "AGRU AMERiCA, 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 farms 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 twely
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 0&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
[e-mail]
[phone]
Anaerobic Digester Cover
Plastic Fusion Fabricators, Inc.
Larry Hice
[e-mail]
[phone]
Lee Brock
Mixing Pump Station
Brock Equipment Company
le ._ urn iqm�
[phone]
Lee Brock
Transfer Pump
Brock Equipment Company
lee@brc _
[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 Blanton DWQ, AFO Permitting Raleigh, NC [phone]
Lawson and Comoliance
Anaerobic Digester System O&M Page 14 of 16

Appendix B: 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 1
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 1
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 0&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 0&M Page 16 of 16

COTTLE FARM
BIOGAS SYSTEM
DUPLIN COUNTY, NORTH CAROLINA
CIVIL ENGINEER
CAVANAUGH & ASSOCIATES, P.A.
PO BOX 11197
WINSTON-SALEM, NC 27116
1-877-557-8923 FINAL DESIGN
NOT RELEASED FOR
CONSTRUCTION
ELECTRICAL ENGINEER

SHEET INDEX
C.2.24.0
- COVER & SHEET INDEX
C.2.24.1
- AREA 1000 OVERALL SITE PLAN
C.2.24.2
- HYDRAULIC PROFILE
C.2.24.3
- AREA 1000 SETBACKS
C.3.1
- INTENTIONALLY LEFT BLANK
C.3.2A
- INFLUENT LIFT STATION DETAILS
C.3.2B
- LEVEL CONTROL DETAILS
C.3.3
- MIXING STATION DETAILS
C.3.4
- DIGESTER DETAILS
C.3.4A
- COVERED LAGOON DETAILS
C.3.5
- EROSION CONTROL DETAILS
C.3.6
- AREA 1000 MISCELLANEOUS DETAILS 1
C.3.7
- AREA 1000 MISCELLANEOUS DETAILS 2
�ECEi�
M 2 �023
central Off ce
LEGEND
EXISTING
PROPOSED
— —
PROPERTY LINE
LIMITS OF DISTURBANCE
LOD
SEDIMENT FENCE
SF
----25----
MAJOR CONTOURS
----ze----
MINOR CONTOURS
2e
- - —
FORCEMAIN
—
INFLUENT FORCEMAIN
-- IFM -
EFFLUENT FORCEMAIN
TRANSFER FORCEMAIN
TT
-- —
RECYCLE FORCEMAIN
-
SLUDGE REMOVAL PIPE
— ___ 3_.,
PLUG VALVE
IM
SOLENOID VALVE
REDUCER
AIR RELEASE VALVE
�RV
CLEANOUT
MANHOLE
gm
GRAVITY MAIN
GM —
_
STORM PIPE
-
DITCH
—
oe
OVERHEAD ELECTRICAL
BE
—
UNDERGROUND ELECTRICAL
UTILITY POLE
`C!,
CT
TELEPHONE PEDESTAL
UNDERGROUND TELEPHONE
FIBER OPTIC PEDESTAL
fc
FIBER OPTIC
FENCE
TREE LINE
LINE
WETLANDS
APPROXIMATED WETLANDS
JACK AND BORE
BORE PIT
O
EXISTING IRON PIPE
TEMPORARY ROCK CHECK DAM
— gas —
GAS
GAS
�ZI
MONITORINGSHRUB WELL
2)ri
TREE
�p
LIGHT
—
ROAD CENTERLINE
— —
EDGE OF PAVEMENT
CHECK VALVE
N
BIOGAS
B
WELL
N
DUPLIN COUNTY
NORTH CAROLINA
VICINITY MAP
SCALE: NOT TO SCALE
BEFORE YOU DIG!
NC ONE CALL
(TOLL FREE)
® `

1 _
(OR 1-800-832-4949)
IT'S THE LAW!
CAVANAUGH
Stewardship through innovation
DATE. FEBRUARY 23, 2023 SHEET C.2.24.0 PROJECT NO. BE.21.015

T_2 L
_ J EXISTING WELL
HOUSE
BARNS 11
/}. ARE PULL -PLUG,
POWEft METFR .
HIGH POINT
OF SWALE
//'j TO SERVE MS (30HP), TP (10 HP); '7
-
ILS-5 J AND ILS (40HP)'
TOTAL BOHP.
105 DISCONNECT ,.
\ SNITCH > SEE_ELECTRICAL SHEE_TS'., CTRCUTT /
BREAKER / F
WIRINGFROM'PANEL
—
\ ` \, — _. y/ -�C� \�'tk y� �F•7 - (POWER COMPANY
INFLUENT LIFT STATION (ILS) v
v \
PS-
�•/ILS ON �/PANEL
C
Tp-I
\ T - QO !• PUMP
ILS-2
INV
\
ILS-3 INV f
PIPE TRANSFER PUMP (TP)
VT•� F�f TP TIMER'.
TP DISCONNECT SWITCH, --ti `` GIWE , \ ,
�4 I'vT •nf M1\ BAF
r LC_6 \
WN
• /:
INV LC_/ ; \\
PIPE �. ,q.:e
CROSS
/ (REFER TO HYDRAULIC y 4 sue'
PROFILE SHEET G2.24.2_)''
\
ON I
/EXISIING TOP OF DIKE O8.16' 1
DSU `
IFAf
NOTE: TOP OF DIKE OF PROPOSED DIGESTER SHALL BE
SET AT SAME ELEVATION AS TOP OF DIKE OF u r
EXISTING DOWNSTREAM LAGOON (88A6' PER
SURVEYED STAFF GAUGE, CONTRACTOR SHALL
FIELD VERIFY PRIOR TO CONSTRUCTION).
ADDITIONALLY, IT APPEARS (BASED ON THE
CONTOUR DATA) THAT A TOP OF DIKE OF
l
v�/
APPROX. 90.00' MAY BE ACHIEVABLE (POSSIBLY
WITH MINOR WORK); CONTRACTOR SHALL
COORDINATE WITH FARM OWNER AND ENGINEER
/
///� J , • % '
PRIOR TO CONSTRUCTION.
' �/ / ITable 3: Werrtlficadon list
/ Section fDesod don Quantityfunit lAcklitional info
G - Waste Collection (GW[
GWC-I-PIPE 12"PVC OR 351Gmvi Collection Urte LF.
GWC-2-CO Cleanout each
Influentlift Station & Forcemain (ILS _
ILS-1-PS Influent Lift Station - iabk [2.241 and Detail3C-3.2A
L ILS-Z-INV 12"Di e5ter Bypao Inlet - Inv.89.00'
ILS-3-PIPE 12"PVC DR D' ester }pass Pine LF.
I L51-INV ]2"D! ester Bypass Outlet - - _ Inv.87.76'
ILS-5-FM 6"HDPE DR1 FXcemain LF.
ILS-GANV 6'HDPE DRI Forcemain lmr. Out Inv. 84,16'
. Digester(D)
D-'.-DIGESTER. Proposed Di ester - - Table G2.24.1 and 5fieet C.3.4
D-2-MS Mixing Station t C.13
D-}PIPE 12"P'2C!OR 35) LIF
D•4-SUMP HDPE Sump Box Mixing System inlet Not used
D-5-FM 12"HDPE DR17 WfrPmaT LF. IIw.Out84,16'
D-6-PRA Pump,Re airArea - -
D-7-BAF HDPE B.M.(UaderfluW) Sheet G3.4
D-8-BAF HDPE Baffle Overflow 1Notmed
G12-SLG 5lud a Removal Pioes (HDPE DRI LF. 3Pioes at 40 LF. each
Level COMmI t<
1C-1-INV Di ester) —Out (ntr. iEA
LC-2-PIPE 12"PVC I OR 36 D- ester Outlet Pipe 20 LF.
LC-3-PS Level Controi Station - - Table 5 C.2.241and Detail VC.3.211
LC-4-FM 6"HDPE;DRI Forcemain
LC-5-INV Lagoon Invert FmIn Digester - Inv.8181'
LC-6-ww Level Control Wetwell - Table SC.L241and Sheet C.12.8
:LC-7-PIPE 12"PVC DR35 Di esterOutlet Pie LF. i
Transfer Pum (TP
TP -I-PUMP Transfer Pum - - Table 6/C.2 24.1 and Sheet C.17
TP-2-FM 6" HDPE I DR 17) Force:
TP-3-I iV 6" HDPE OR Yn Fcrcemain Inv. Out - I- '[rh AS
Grade:
h'k\�'\kl
l vkxll'_11�11
- NOTE: ALL UNEWORK SHOWN IN
WHITE IS BY AREA 3000
CONTRACTOR
A!/ -
cr
+l
44 3 �l \\•
I 1. C_
r
IF,
..INV. STORM PIPE
' 'APPROX. 6400'
INSTALL 18 CORF
STORM PIPE BF -
/.GRAVITY MAIN
MS D6CON'NECT' /} `
SWITCH (
1 PFNE�1
L / MIXING STATION
(30 HP)
D-6 i
PRA
ADJUST GRADING AS NEEDED tt
,ALLOW SPACE FOR DIGESTER
'COVER ANCHOR TRENCH AND FLAT
'AREA FOR EQUIPMENT (TYP.)
- T
EDP OF DIKE _88.15'
SCALE: 1" = 50'
50' 0 50'
•jc MAP MAY VAR'•
DUE T'- 'HODS OF RFp70'
Q
0,
•1:
T✓
I_ •� i f�l
( Table F. Level Contml Wet Well
Finished Grade:
Rim: '^"•,if,
:Farm lnformatlon Imttarvi an-GsI :
Farm Name: GDiot4i'. ) Depth of Wet Well: LiD661ft
f ' De of Wet Well• & it
Permit NlNnber. AW5311yS1 Table 4: DigesterDetaTable d
Permitted Cap .ICc984 weaP-Finish ;Table&Transfer Pum Derail 6/C.M7)
'�'- Design Flow: _ gpmj
Length. 1110ft
Width 136 ft
Top of Dike Der: ft
Operati level Dev. �48h
Bottom Dew. T6 f5 ft
Tow Volume: ZU248 cf
Volume at level: 225,21 cf
S.A
inside Tmi of Dike: 3G45Oft'
-
Tow Cut 9,071 ICY
Tow Fill
NetSumlus
Z5%compact-Tactm.seciforflll
1
l SHEET NUMBER 1
C.2.24.1
NF M
Z.On
Z :

NOW OR FORMERLY
GRADY, STEPHEN C & OTHERS
DUPLIN CO PIN: 341700983266
DEED: 789/215
NO OR FORMERLY
THE FOREST AND LAND
COMPANY, LLC
DUPLIN 0 PIN: 3417 11679708�
CO.
-
DEED: 1640,133 1
OR
FORMERLY
LLC
TRIU�A--;L�SOCIATES.
DUPUN Co. P`-, '
DEED: - I.,-
1 NOW OR FORMERLY
j
J AND S DEVELOPMENT, LLC
DUPLIN CO. PIN:
17 342700 36325
DEED: 78/202
-A
-X)
-r-AND E571 ATED EL
AREA AREA FROM FISH AND
WILDLIFE NATIONAL
WETLANDS IN TORY
E a NO
R
N �
NOT DELINEXD No�
S SHOWN
/xRVEYED. 5 FOR'
REFERENCE ONLY (TYP
-y
4b
`�
-FORMERLY NOW OR
COTTLE, VALL CARROL. JR
DUPLIN CO. PIN: 341700930669
DEED: 1254/282 1H
L
NOW OR FORMER
J.BLW. 11 COMPAN
Y,
Y
DUPLIN CO. PIN:163417, 371,53 108" L
DEED: 25/617
z
>
S-
SCALE: 1" = 300'
-4--
300, 0 300'
0
SCALE OF MAP W VARY
DUE TO METHODS OF RE["
NOTE: AERIAL IMAGERY IS
FROM 2020
@ i 6 - -- 500' DIGESTER SETBACK
• f-
- - - — . 11 FROM PROPOSED DIGESTER
TOP OF DIKE NOW OR FORMERLY
BELOW
SEE TABLE ;�-:. COTTLE. WILL CARROL,
JR
FOR
Z DUPLIN CO. PIN: 342700131280
;P
ROPERTY DEED: 1206/119
INFORMATION
2
166' DIGESTER SETBACK >
'--1
FROM PROPOSED DIGESTER
TOP OF DIKE
1,500' DIGESTER SETBtcK
FROM PROPOSED DIGESTER
TOP OF DIKE
4 FD&-ERLY NOW OR 01 kle, NEWBORN. WESLE A. & WIFE
R
7 i—�E�OWR �7o— �m� ..P.M OBIN K.
7 0113245
342 Co. PIN:
2M 9-2322
DEED: 1977/18
n Ronml� —1— XMiM MW- �W.QMM
------ ------
, 'xa-
•'f �•� I I, 1 -/* 7f:-
—E.
NOW OR FORMERLY cc) WILL CARRCL. JR
-u. DUPLIN CO. PIN: 3+1700938669 .
ML_Cff WPA-1�.PIYPAtCAWW M--69-- -T%733i= DEED: IZ54/282
%
m -mu-
9F.00-- - ---->`V --45- 1 �r.
SHEET NUMBER
C.2.24.3
O
cD
cq
ae
GO L

z
V Z
Q
OR
J
m
W U
O
Ld
~
a
LL1
ec 5
Q
L
J
Z
a
_
Zo
O
SHEET NUMBER
C.3.2A
CONFIDENTIAL
THESE PLANS CONTAIN INFORMATION z4�
THAT IS CONFIDENTIAL AND8?
PROPRIETARY TO CAVANAUGH & 0

OR PART

LEVEL CONTROL WET WELL
DETAIL
SCALE. NOT TO SCALE
cn
J
V) °z
o Z
z�
U
m o
J 0
J"
J
I
0
SHEET NUMBER
C.3.2B
N
0
N
cD
c
W
N
ai
I.
m
a
cD
3
a
z
6L
O
U
cn
Z¢z

.* T
\Ni
E9''ynn
,o
Q
ZO a
C
O
ID
Q "y
4 g
C] O
a
3 3
co
s

C.3.3
N
NrD
b
MIXING STAl10N N
DETAIL m z
SCALE.- NOT TO SCALE C.3.3' j 0- 3
O
In
m

PART

a
3
lb
co
MIN.

OR PART
L�L1 z
s
U
Q41
co
J
^�
v/ 2
� z
�
M o
W U
~
O
a
W
Q �
�
L1
a
O�
SHEET NUMBER
C.3.4
u,

;�.

co
O J
Q
In
(� 2
J
O j
m 2
o U
g z
? ct:
Z a Lw
I SHEET NUMBER I
j C.3.5 1
CONFIDENTIAL
THESE PLANS CONTAIN INFORMATION �s
THAT IS CONFIDENTIAL AND W F ow=

P.A. DO NOT COPY, Z.z
REPRODUCE, NOR DISTRIBUTE IN 40�
WHOLE OR PART

NUMBER
C.3.7
N
o m
ry O O
N O I"
� O
Li y 2
O
� dm > 3
LLmLLII z
Ly G W W
U U �QQ
O 0. O U U
CONFIDENTIAL
THESE PLANS CONTAIN INFORMATION LL
N.

OR PARTS•