310750_Application_20230811

August 18, 2023
Christine Lawson
NCDEQ Division of Water Resources
1636 Mail Service Center
Raleigh, NC 27699-1636
Subject: Brice/Usher
Facility # AWS310750
State Digester General Permit
Dear Ms. Lawson,
C AVA N A U G H
Stewaia,_t,p ,i,, s,6- ,_;,ovation
Cavanaugh & Associates, P.A., on behalf of the farm owner, hereby submits the following application to
NCDEQ Division of Water Resources for review of the State Digester General Permit application package
for Brice/Usher. The subject project is located in Duplin County, North Carolina.
To facilitate your review of the enclosed documentation, the following is an itemized breakdown:
1. One (1) original 'State Digester General Permit Application' application form.
2. One (1) copy of the engineering calculations.
3. One (1) copy of a detailed narrative of the Swine Digester Animal Waste Management System.
4. One (1) copy of the FEMA FIRM map labeled with the 'Proposed Digester Site'.
5. One (1) copy of the permit form Section 3.6 components.
6. One (1) full-size set of the engineering plans, as well as one (1) 11"x17" set.
The applicable setbacks (per the 'Swine Farm Siting Act' and 15A NCAC 02T) for the proposed digester
are shown on sheet C.2.19.3 of the engineering plans, which indicates that the digester will be:
1. Greater than 100' from all wetlands / perennial streams / perennial waterbodies (per 15A NCAC
02T .1304(b)(11)).
2. Greater than 500' from all property boundaries.
3. Greater than 1,500' from all occupied residences.
4. Greater than 2,500' from all schools, hospitals, churches, outdoor recreational facilities, national
parks, State Parks, and child care centers.
Influent sampling will be accomplished via sampling from the influent lift station or gravity main
conveying flushed manure to the digester, where applicable. Effluent sampling will be accomplished via
sampling from the level control wet well.
Regarding usage of the biogas, the applicant plans to utilize the biogas produced from the facility to
generate a renewable energy resource for export off the farm. Specific details of how the applicant
plans to do this are not yet released, but the applicant plans to begin export of the renewable energy
resource within 12 months of commencing construction.
Regarding estimate of daily volume of biogas, the daily volume of biogas varies based on animal stocking
numbers, animal age, and climatic variations. A gross estimate that is commonly used for in -ground,
ambient temperature digesters is about 2 cubic feet of biogas per pig occupant in the farm per day;
Cavanaugh & Associates, P.A. PO Box 11197 Winston-Salem, NC 27116, 1-877-557-8923, www.covanaughsolutions.com

however, the actual amount of biogas produced by the farm may vary significantly given the
considerations described above.
Regarding emergency flare, an emergency flare will not be provided for the proposed farm. Rather,
should the applicant need to dispose of excess biogas, the system operator will open one or more
emergency vent ports to be installed as part of the HDPE digester cover system, and release the biogas.
Please do not hesitate to contact our office should you have any questions, comments, or require any
additional information.
Regards,
Cavanaugh & Associates, P.A.
4� ��7
gaff
Jeff P. Cappadona, P.E.
Attachments
cc: Farm Owner

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Feeding Operations Permit Application Form
(THIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL)
State Digester General Permit — Farm Digester System
1. GENERAL INFORMATION:
1.1 Facility name: Brice/Usher
1.2 Print Owner's name: James Brice
1.3 Mailing address:
City, State:
Telephone (include area code): ( )
Email:
1.4 Physical address: 305 Waycross Rd
Zip:
Fax: ( ) -
City, State: Magnolia, NC Zip: 28453
Telephone number (include area code): ( ) -
Latitude 34.8489' Longitude-78.12970 (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 369 on I-40, head
south on US-117 S.for 3.5 miles, turn right onto NC-903 S/E Main St. and go 4.2 miles, turn right onto Bonham Rd. and g_o
0.9 miles, continue straight onto Waycross Rd. and go 0.8 miles, the farm entrance is on the left.
1.7 Farm Manager's name (if different from Landowner):
1.8 Lessee's / Integrator's name (if applicable; circle which type is listed): Smithfield Foods
1.9 Facility's original start-up date: Date(s) of facility expansion(s) (if applicable):
1.10 Design Contact name: Jeff Cappadona Phone [phone] Email: jeffrgy.cappadona(&cavanaujzhsolutions.com
2. OPERATION INFORMATION:
2.1 Facility number: AWS310750
2.2 Operation Description:
Please enter the Design Capacity of the system. The "No. of Animals" should be the maximum number for which the
current swine waste management system is permitted.
Type of Swine No. of Animals Type of Poultry No. of Animals Type of Cattle No. of Animals
❑ Wean to Feeder ❑ Layer ❑ Beef Brood Cow
M Feeder to Finish 17,136 ❑ Non -Layer
❑ Farrow to Wean (# sow) ❑ Turkey
❑ Farrow to Feeder (# sow) ❑ Turkey Poults
❑ Farrow to Finish (# sow)
❑ Wean to Finish (# sow)
❑ Gilts
❑ Boar/Stud
❑ Other Type of Livestock on the farm:
❑ Beef Feeder
❑ Beef Stocker Calf
❑ Dairy Calf
❑ Dairy Heifer
❑ Dry Cow
❑ Milk Cow
No. of Animals:
FORM: AWO-STATE-G-DIGESTER-7/07/2022 Page 1 of 6

2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): See attached Waste Utilization Plan Acres
Required Acreage (as listed in the CAWMP): See attached Waste Utilization Plan Acres
Existing Application Area (pre -construction): See attached Waste Utilization Plan Acres
Proposed Application Area (post -construction): 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
Existing?
Name of
Treatment
Type of
Liner
Surface
Type of Cover
Ttl Capacity
Req'd
Capacity
Unit Type
YP
(Y/N)
Unit
Material
Area
Material
(cu. Ft.)
(cu.ft.)
Digester
N
Digester
Synthetic
80,500
Synthetic (80 mil)
607,158
607,158
Select
Select
Select
Select
Select
Select
a.l Are engineering designs, drawings, specifications, and details attached? YES or NO (circle one)
b. SECONDARY TREATMENT/STORAGE: (double click on "Select" for drop -down menu box)
Name of Storage
Unit
Existing?
(Y/N)
Type of Liner
Material
Surface Area
Ttl Capacity
(cu. Ft.)
Req'd Capacity
(cu.ft.)
Lagoon-S-4-1991
Y
Soil in situ
101,460
763,500
498,507
Lagoon #1
Y
Soil in situ
90,000
781,194
493,371
Lagoon #2
Y
Soil in situ
132,000
1,337,919
818,224
Lagoon #3
Y
Soil in situ
150,000
1,156,530
750,667
*Note: The "Total Capacity" and "Req'd Capacity" is given per the existing lagoon calculations for this farm
`Lagoon-S-4-1991' approved by Dean Bingham 1991-3-8
`Lagoon 1' sealed by David S. Elkin 2022-7-2
`Lagoon 2' sealed by David S. Elkin 2022-7-2
`Lagoon 3' sealed by David S. Elkin 2022-7-2
2.5 Are KNOWN subsurface drains present within 100' of any application fields? YES or NO (circle one)
2.6 Are KNOWN subsurface drains in the vicinity or under the waste management system? YES or NO (circle one)
2.7 Does this facility meet all applicable siting requirements? YES or NO (circle one)
2.8 Describe Water Movement between Barns, Digesters, and Storage Ponds (double click on "Select" for drop -down menu
box)
Pump Station or
Minimum Pump
Plan Sheet
Location
Gravity
Pipe Size
Capacity
Reference
GPM
TDH
Barns to Digester
Pump Station (ILS-A)
6"
4
um
28
C.2.19.1
t
Barns to Digester
Pump Station (ILS-B)
6" & 8"
3
38
C.2.19.1
1
FORM: AWO-STATE-G-DIGESTER-7/07/2022 Page 2 of 6

Barns to Digester
Pump Station (ILS-C)
6" & 8"
11 410 ]
64
C.2.19.1
Barns to Digester
Pump Station (ILS-D)
6" & 8"
f l 3501
67
C.2.19.1
Digester to Secondary
Gravity
12"
N/A
N/A
C.2.19.1
Secondary to Tertiary
Pump Station (TP)
6"
340
36
C.2.19.1
Secondary to Tertiary
Pump Station (TP)
6"
380
32
C.2.19.1
Secondary to Tertiary
Pump Station (TP)
6"
430
25
C.2.19.1
3. REQUIRED ITEMS CHECKLIST:
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item.
Applicaff',s Initials
3.1 One completed and signed original of the application for Digester Animal Waste Management
System Application Form.
3.2 A general location map indicating the location of the animal waste facilities and field locations
where animal waste is land applied and a county road map with the location of the facility f
indicated.
3.3 Documentation that new digester structure(s) meets the Swine Farm Siting Act, for swine
operations. �Kl —,'/
01
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 = 258 feet
3.3.5 All proposed digesters to Public Water supply wells > 500 feet.
3.3.6 The map shall show the location of any property boundaries and perennial streams, or rivers located
within 75 feet of waste application areas.
3.4 One copy of all engineering documents, including, but not limited to, calculations,
equipment specifications, plan and profile drawings to scale, construction materials,
supporting equations or justifications.
3.5 A detailed narrative of the Farm Digester Animal Waste Management System.
3.6 A copy of the CAWMP which must include the following components. Some of these
components may not have been required at the time the facility was initially certified but must
be added to the CAWMP for permitting purposes:
3.6.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available Nitrogen (PAN)
produced and utilized by the facility
3.6.2 The method by which waste is applied to the disposal fields (e.g., irrigation, injection, etc.)
3.6.3 A map of every field used for land application
3.6.4 The soil series present on every land application field
3.6.5 The crops grown on every land application field
3.6.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP
3.6.7 The PAN applied to every application field
3.6.8 The waste application windows for every crop utilized in the WUP
3.6.9 The required NRCS Standard Specifications
3.6.10 A site schematic
FORM: AWO-STATE-G-DIGESTER-7/07/2022 Page 3 of 6

3.6.11 Emergency Action Plan
3.6.12 Insect Control Checklist with chosen best management practices noted
3.6.13 Odor Control Checklist with chosen best management practices noted
3.6.14 Mortality Control Checklist with the selected method noted
3.6.15 Lagoon/storage pond capacity documentation (design, calculations, etc.); please be sure to include any
site evaluations, wetland determinations, or hazard classifications that may be applicable to your
facility
3.6.16 Site Specific Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your
submittal. (Composting, waste transfers, etc.)
4. ENGINEER'S CERTIFICATION:
I, Jeff Cappadona (P.E. representing Owner's name listed in question 1.2), attest
that this application for Pork Plus (Facility name listed in question 1.1) has been reviewed by me and is accurate and complete to the
best of my knowledgj4 I understand that if all required parts of this application are not completed and that if all required supporting
information and att> nth not yicluded, this application package will be returned to me as incomplete.
Engineer's Seal

5. FARM OWNER/PERMITTEE CERTIFICATION:
I, Uk w\G S rj C e (Owner/Permittee name listed in question 1.2), attest
that this application for Brice/Usher (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
6. MAN.A,( .R'S CERTIFICATION: (complete only if different from the Farm Owner)
I, (Manager's name listed in question 1.7), attest that this
application for Brice/Usher (Facility name listed in question 1.1) has been reviewed by me and is accurate and complete to the best of
my knowledge. I understand that if all required parts of this application are not completed and that if all required supporting
information and attachments are not included, this application package will be returned as incomplete.
Signature
Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER RESOURCES
WATER QUALITY PERMITTING SECTION
ANIMAL FEEDING OPERATIONS PROGRAM
1636 MAIL SERVICE CENTER
FORM: AWO-STATE-G-DIGESTER-7/07/2022 Page 4 of 6

New Swine Digester Animal Waste Management System
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER RESOURCES
WATER QUALITY PERMITTING SECTION
ANIMAL FEEDING OPERATIONS PROGRAM
1636 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1636
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
7. SURFACE WATER CLASSIFICATION:
This form must be completed by the appropriate DWR regional office and included as a part of the
project submittal information.
INSTRUCTIONS TO NC PROFESSIONALS:
The classification of the downslope surface waters (the surface waters that any overflow from the facility would flow toward) in
which this animal waste management system will be operated must be determined by the appropriate DWQ regional office.
Therefore, you are required, prior to submittal of the application package, to submit this form, with items 1 through 6
completed, to the appropriate Division of Water Resources Regional Operations Supervisor (see page 5 of 5). At a minimum,
you must include an 8.5" by I V copy of the portion of a 7.5 minute USGS Topographic Map which shows the location of this
animal waste application system and the downslope surface waters in which they will be located. Identify the closest
downslope surface waters on the attached map copy. Once the regional office has completed the classification,
reincorporate this completed page and the topographic map into the complete application form and submit the
application package.
7.1 Farm Name: Waycross Farm
7.2 Name & complete address of engineering firm: Cavanaugh, 1213 Culbreth Dr., Wilmington, NC 28405
Telephone: [phone] Fax: ( ) - Email: aus.Simmons(&cavanaughsolutions.com
7.3 Name of closest downslope surface waters: UT to Murphys Creek
7.4 County(ies) where the animal waste management system and surface waters are located: Duplin
7.5 Map name and date: Delway, 2016
7.6 NC Professional's Seal (If appropriate), Signature, and Date: On map
TO: REGIONAL OPERATIONS SUPERVISOR
Please provide me with the classification of the watershed where this animal waste management facility will be or has been
constructed or field located, as identified on the attached map segment(s):
Name of surface waters: UTS to MUPpheyS Creek
Classification (as established by the Environmental Management Commission): C;Sw
Proposed classification, if applicable:
Signature of regional office personnel: Date: n' J 03/23/2020
(All attachments must be signed) C.��LU��/�/(/
Page 5 of 6

MURPHYS CREEK
WAYCROSS
FARMS
(#3) UNNAMED (#2) UNNAMED
TRIBUTARY TO OMUIRPHYSYCR�EK
MURPHYS CREEK
0 O
� O
O
PROPOSED O
DIGESTER FOR
i \ WAYCROSS
FARMS
10
J �
NAME OF STREAM
STREAM CLASS
STREAM INDEX
1
MURPHYS CREEK
C; Sw
18-74-29-0.5
2
UT TO MURPHYS CREEK
C; Sw
18-74-29-0.5
3
UT TO MURPHYS CREEK
C; Sw
18-74-29-0.5
LATITUDE: 34°53'03.89"N `, `��

`'
WATERSHED CLASSIFICATION MAP
BF GRADY BIOGAS COLLECTION
WAYCROSS FARM
OWNER: JAMES BRICE
CAVANAUGH
Stewardship through innovation
I[NZf1.0 IIto] I
NOT TO SCALE
Cavanaugh & Associates, P.A. 1213 Culbreth Dr.
Wilmington, NC 28403
[phone] Fax. [phone] www.cavanaughsolutions.com
PROJECT #: BE19.006
DRAWN BY. LJL
BD #: SCALE. 1 "=600' 1
DATE: 2020-01

Brice/Usher Volume Calculations
Project: Brice/Usher
Project No: BE.19.006
Date: 2023-8-18
Existing Configuration (For Reference)
Farm Information:
CAVANAU G H
Location: Duplin County, NC Design By: JPC
Checked By: JPC
Farm Population:
Lagoon-S-4-1991: 3,672
Lagoon #1: 3,672
Lagoon #2: 4,896
Lagoon #3: 4,896
17,136 Feeder to Finish
Storm and Rainfall:
Storm (25-yr, 24-hr): 7.5
Rainfall In Excess Of Evaporation: 7.0
"Heavy Rain" 0.0
in.
in.
in.

1 of 9

CAVANAU G H
Proposed Configuration (Proposed Digester)
Flow Path:
1
2
3a
3b
3c
Structure
Latitude, Longitude
Comments
Digester (Proposed)
34.846022,-78.130961
Existing 'Lagoon-S-4-1991'
34.846575,-78.132164
Southwest lagoon
Existing 'Lagoon #1'
34.849925,-78.126220
Northeast lagoon
Existing 'Lagoon #2'
34.851138,-78.132814
Northwest lagoon
Existing 'Lagoon #3'
34.845423,-78.126200
Southeast lagoon
Sludge
Measured Sludge Depth: 0 ft Note: 'Measured Sludge Depth' (see above) is 0 cf for Proposed
Planned Sludge Depth: 0 ft Digesters
Sludge to be Removed: 0 cf
0 gal
Volumes:
Capacity = 17,136 Feeder to Finish
Capacity " ALW " cf/lb =Total
Treatment Volume = 1 17,136 135 11.00 12,313,360 1 cf
Capacity IDaysofStorage gal/(head"day) 1= Total
Daily Infow = 1 17,136 90 11.37 12,112,869 Igallons
282,469 1 cf
2 of 9

CAVANAU G H
Stewardship Through Innovation
Note: The existing volumes shown below are provided based on the existing lagoon design for this farm,
provided by the farm owner
Volume Required" (cf)
Digester
(Proposed)
Existing
'Lagoon-S-4-1991'
Existing
'Lagoon #1'
Existing
'Lagoon #2'
Existing
'Lagoon #3'
Total
Required
Desired Digester Treatment Volume
550,800
N/A
N/A
N/A
N/A
550,800
Additional Treatment
37,757
326,031
333,587
571,321
493,864
1,762,560
Sludge Storage
0
0
0
0
0
0
Excess Wash Water
0
0
0
0
0
0
Rainfall In Excess Of Evaporation
0
59,185
52,500
77,000
87,500
276,185
Storm Storage
0
63,413
56,250
82,500
93,750
295,913
"Heav Rain"
0
0
0
0
0
0
Daily Inflow (90 days)
18,600
49,878
51,034
87,404
75,554
282,469
Total
607,158
498,507
493,371
818,224
750,667
3,167,927
Note: Both 'Rainfall In Excess Of Evaporation' and 'Storm Storage' are shown as 0 cf for the digester because the HDPE
cover prevents rain from entering the wastewater system and therefore doesn't need to be included in these volume
calculations; the rain that falls on the cover is simply pumped off of the cover with a rainwater pump(s).
That being said, per the NRCS 366 Anerobic Digester standard, rainfall is included in determining the operational volume of
the digester. The NOAA Atlas 14 30yr normal rainfall data for the area has been used to determine the 25-year, 24-hour
rainfall on the digester. With this data, the following value has been used for the the 25-year, 24-hour rainfall event:
Storm (25-yr, 24-hr): 7.5 in.
Volume Provided (cf)
Digester
(Proposed)
Existing
'Lagoon-S-4-1991'
Existing
'Lagoon #1'
Existing
'Lagoon #2'
Existing
'Lagoon #3'
Total
Provided
Desired Digester Treatment Volume
550,800
N/A
N/A
N/A
N/A
550,800
Additional Treatment
37,757
326,031
333,587
571,321
493,864
1,762,560
Sludge Storage
0
0
0
0
0
0
Excess Wash Water
0
0
0
0
0
0
Rainfall In Excess Of Evaporation
0
59,185
52,500
77,000
87,500
276,185
Storm Storage
0
63,413
56,250
82,500
93,750
295,913
"Heav Rain"
0
0
0
0
0
0
Daily Inflow (90 days)
18,600
314,871
338,857
607,098
481,416
1,760,843
Total
607,158
763,500
781,194
1,337,919
1,156,530
4,646,301
Totals (cf)
Volume
Required` (cf)
Volume Provided"
(cf)
Efficiency
Treatment
2,313,360
2,313,360
100%
Sludge Storage
0
0
N/A
Excess Wash Water
0
0
N/A
Rainfall In Excess Of Evaporation
276,185
276,185
100%
Storm Storage
295,913
295,913
100%
"Heavy Rain"
0
0
N/A
Daily Inflow (90 days)
282,469
1,760,843
623%
Total
3,167,927
4,646,301
147%
Days of Storage:
Proposed Configuration
Required
I Provided
Dail Inflow Volume cu.ft.
282,4691
1,760,843
Days of Storage
901
561
3 of 9

Total Temporary Storage
CAVANAU G H
Proposed Configuration (Proposed Digester)
Temporary Storage Volume Required` (cf)
ages er
(Proposed)
Existing
'Lagoon -S-4-1 99 1'
Existing
'Lagoon #1'
Existing
'Lagoon #2'
Existing
'Lagoon #3'
Total
Required
Excess Wash Water
0
0
0
0
0
0
Rainfall In Excess Of Evaporation
0
59,185
52,500
77,000
87,500
276,185
"Heavy Rain"
0
0
0
0
0
0
Daily Inflow (90 days)
18,600
49,878
51,034
87,404
75,554
282,469
Total
18,6001
109,0631
103,5341
164,4041
163,0541
558,654
Temporary Storage Volume Provided* (cf)
ages er
(Proposed)
Existing
'Lagoon -S-4-1 99 1'
hxIsting
'Lagoon #1'
Existing
'Lagoon #2'
Existing
'Lagoon #3'
Total
Provided
Excess Wash Water
0
0
0
0
0
0
Rainfall In Excess Of Evaporation
0
59,185
52,500
77,000
87,500
276,185
"Heavy Rain"
0
0
0
0
0
0
Daily Inflow (90 days)
18,600
314,871
338,857
607,098
481,416
1,760,843
Total
18,6001
374,0561
391,3571
684,0981
568,916
2,037,028
Summary
Total Temporary Storage (cf)
Proposed Configuration
Required
Provided
Excess Wash Water
0
0
Rainfall In Excess Of Evaporation
276,185
276,185
"Heavy Rain"
0
0
Daily Inflow (90 days)
282,469
1,760,843
Total
558,654
2,037,028
4 of 9

Digester (Proposed) Volume
Di ester Pro osed Stage -Storage
Elevation ft
Area sf
Incr. Vol cf
Cumul. Vol cf
96.00
43,924
-
0
97.00
46,576
45,250
45,250
98.00
49,300
47,938
93,188
99.00
52,096
50,698
143,886
100.00
54,964
53,530
197,416
101.00
57,904
56,434
253,850
102.00
60,916
59,410
313,260
103.00
64,000
62,458
375,718
104.00
67,156
65,578
441,296
105.00
70,384
68,770
510,066
106.00
73,684
72,034
582,100
107.00
77,056
75,370
657,470
108.00
80,500
78,778
736,248
Digester Desired Volume: 550,800 cu ft. (20,400 cy)
Digester Treatment Volume
(@ Treatment Elevation of 106.09): 588,557 cu ft. (21,798 cy)
% Desired:
Digester (Proposed) Updated Elevations:
107%
Zone
Volume
Cumulative Vol.
Elevation
Depth (in.)
Planned Sludge
0
0
96.00
144.00
Treatment
588,557
588,557
106.09
22.92
Temporary
18,600
607,158
106.34
19.92
Storm
0
607,158
106.34
19.92
= 108.00' (736,248 cf)
Top of Storm Elev = 106.34' (19.92") (607,158 cf)
Top of Temp Storage Elev = 106.34' (19.92") (607,158 cf
Top of Treat Elev = 106.09' (22.92") (588,557 cf) (Stop Pi
Planned Sludge Elev = 96.00' (144.00") (0 cf)
Finished Bottom Elev = 96.00'
CAVANAU G H
5 of 9

Existing 'Lagoon-S-4-1991' Volume
Existing' aoon-S-4-1991' Sta a-Stora e
Elevation ft
Area sf
Incr. Vol cf
Cumul. Vol cf
96.00
60,060
-
0
97.00
63,114
61,587
61,587
98.00
66,240
64,677
126,264
99.00
69,438
67,839
194,103
100.00
72,708
71,073
265,176
101.00
76,050
74,379
339,555
102.00
79,464
77,757
417,312
103.00
82,950
81,207
498,519
104.00
86,508
84,729
583,248
105.00
90,138
88,323
671,571
106.00
93,840
91,989
763,560
107.00
97,614
95,727
859,287
108.00
101,460
99,537
958,824
Existing 'Lagoon-S-4-1991' Updated Elevations:
CAVANAU G H
Note: The dimensions
and volumes shown are
provided based on the
lagoon design for the
existing lagoon on this
farm, approved by Dean
Bingham 1991-3-8
Zone
Volume
Cumulative Vol.
Elevation
Depth (in.)
Sludge
0
0
96.00
144.00
Treatment
326,031
326,031
100.82
86.16
Temporary
374,056
700,088
105.31
32.28
Storm
63,413
763,500
106.00
24.00
= 108.00' (958,824 cf)
Top of Storm Elev = 106.00' (24.00") (763,500 cf)
Top of Temp Storage Elev = 105.31' (32.28") (700,088 cf
Top of Treat Elev = 100.82' (86.16") (326,031 cf) (Stop Pi
6 of 9

Existinq 'Lagoon #1' Volume
Existing 'Lagoon #1' Sta a-Stora e
Elevation ft
Areas
Incr. Vol c
Cumul. Vol c
37.70 91F
32,319
-
0
38.00
33,359
9,852
9,852
39.00
36,873
35,116
44,968
40.00
40,458
38,665
83,633
41.00
44,116
42,287
125,920
42.00
47,845
45,981
171,901
43.00
51,647
49,746
221,647
44.00
55,521
53,584
275,231
45.00
59,466
57,493
332,724
46.00
63,484
61,475
394,199
47.00
67,573
65,529
459,728
48.00
71,735
69,654
529,382
49.00
75,969
73,852
603,234
50.00
80,274
78,121
681,355
51.00
1 84,652
82,463
763,818
52.00
89,101
86,877
850,695
52.20
90,000
17,910
868,605
Existing 'Lagoon #1' Updated Elevations:
CAVANAU G H
Stewardship Through Innovation
Note: The dimensions
and volumes shown are
provided based on the
lagoon design for the
existing lagoon on this
farm, sealed by David S.
Elkin 2022-7-2
Zone
Volume
Cumulative Vol.
Elevation
Depth (in.)
Sludge
0
0
37.70
174.00
Treatment
333,587
333,587
45.01
86.28
Temporary
391,357
724,944
50.54
19.92
Storm
56,250
781,194
51.20
12.00
= 52.20' (868,605 cf)
Top of Storm Elev = 51.20' (12.00") (781,194 cf)
Top of Temp Storage Elev = 50.54' (19.92") (724,944 cf) (Start Pump)
Top of Treat Elev = 45.01' (86.28") (333,587 cf) (Stop Pump)
7 of 9

Existinq 'Lagoon #2' Volume
Existing 'Lagoon #2' Sta a-Stora e
Elevation ft
Areas
Incr. Vol c
Cumul. Vol c
86.20 91F
66,300
-
0
87.00
69,395
54,278
54,278
88.00
73,329
71,362
125,640
89.00
77,334
75,331
200,971
90.00
81,412
79,373
280,344
91.00
85,561
83,487
363,831
92.00
89,783
87,672
451,503
93.00
94,077
91,930
543,433
94.00
98,442
96,259
639,692
95.00
102,880
100,661
740,354
96.00
107,389
105,135
845,488
97.00
111,971
109,680
955,168
98.00
116,625
114,298
1,069,466
99.00
121,350
118,987
1,188,454
100.00
126,148
123,749
1,312,203
101.00
131,017
128,583
1,440,785
101.20
132,000
26,302
1,467,087
Existing 'Lagoon #2' Updated Elevations:
CAVANAU G H
Stewardship Through Innovation
Note: The dimensions
and volumes shown are
provided based on the
lagoon design for the
existing lagoon on this
farm, sealed by David S.
Elkin 2022-7-2
Zone
Volume
Cumulative Vol.
Elevation
Depth (in.)
Sludge
0
0
86.20
180.00
Treatment
571,321
571,321
93.29
94.92
Temporary
684,098
1,255,419
99.55
19.80
Storm
82,500
1,337,919
100.20
12.00
= 101.20' (1,467,087 co
Top of Storm Elev = 100.20' (12.00") (1,337,919 cf)
Top of Temp Storage Elev = 99.55' (19.80") (1,255,419 cf) (Start Pump)
Top of Treat Elev = 93.29' (94.92") (571,321 cf) (Stop Pump)
8 of 9

Existing 'Lagoon #3' Volume
Existing 'Lagoon #3' Sta a-Stora e
Elevation ft
Area sf
Incr. Vol cf
Cumul. Vol cf
42.20
104,379
-
0
43.00
107,649
84,811
84,811
44.00
111,801
109,725
194,536
45.00
116,025
113,913
308,449
46.00
120,321
118,173
426,622
47.00
124,689
122,505
549,127
48.00
129,129
126,909
676,036
49.00
133,641
131,385
807,421
50.00
138,225
135,933
943,354
51.00
142,881
140,553
1,083,907
52.00
147,609
145,245
1,229,152
52.50
150,000
74,402
1,303,555
Existing 'Lagoon #3' Updated Elevations:
CAVANAU G H
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 2022-7-2
Zone
Volume
Cumulative Vol.
Elevation
Depth (in.)
Sludge
0
0
42.20
123.60
Treatment
493,864
493,864
46.55
71.40
Temporary
568,916
1,062,780
50.85
19.80
Storm
93,750
1,156,530
51.50
12.00
= 52.50' (1,303,555 cf)
Top of Storm Elev = 51.50' (12.00") (1,156,530 cf)
Top of Temp Storage Elev = 50.85' (19.80") (1,062,780 cf) (Start Pump)
Top of Treat Elev = 46.55' (71.40") (493,864 cf) (Stop Pump)
= 42.
9 of 9

CAVANAU G H
Stewardship Through Innovation
Brice Usher
Pump Station
Calculations
Project No.: BE.19.006
CAVANAUGH & ASSOCIATES, P.A. P❑ BOX 1 1 1 97 WINSTON-SALEM, NC 271 1 6, 1 -877-557-8923
WWW.CAVANAUGHSOLUTIONS.COM

Pressure
25.00
50.00
75.00
100.00
psi
Flow
1.00
300.00
700.00
1000.00
GPM
Brice/Usher, Influent Lift Stations
R1
ILS-A
'.89 4" Hog, 460 gpm (1 pump) @ 28'
ILS-B
4" Hog, 310 gpm (1 pump) @ 38
P6
1068.67 J7 309.25
P7
J14
4" HP, 350 gpm (1 pump) @ 67' P13 P10
346.66
412.
_.. 12
J8 P8 J10
412.76
P�
412.76
ILS-C R4
4" HP, 410 gpm (1 pump) @ 64'
Day 1, 12:1
J5
P9 J9
0.00
P-6
0.00
3
EPANET 2 Pagel

Page 1 8/18/2023 4:20:36 PM
**********************************************************************
* E P A N E T
* Hydraulic and Water Quality
* Analysis for Pipe Networks
* Version 2.2
**********************************************************************
Input File: Brice Usher 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
P3
J3
R2
727
5.799
P4
J4
J6
25
5.799
P5
J5
J6
25
5.799
P6
J6
J7
1376
5.799
P7
J14
J7
1
5.799
P8
J8
J10
25
5.799
P9
J9
J10
25
5.799
P10
J10
J14
1501
5.799
P11
J11
J13
25
5.799
P12
J12
J13
25
5.799
P13
J13
J14
1477
5.799
P14
J7
R2
653
7.549
P-1
R1
J1
#N/A
#N/A
Pump
P-2
R1
J2
#N/A
#N/A
Pump
P-3
R3
J4
#N/A
#N/A
Pump
P-4
R3
J5
#N/A
#N/A
Pump
P-5
R4
J8
#N/A
#N/A
Pump
P-6
R4
J9
#N/A
#N/A
Pump
P-7
R5
J11
#N/A
#N/A
Pump
P-8
R5
J12
#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
116.38
3.23
3.23
0.00
P-2
0.00
0.00
0.00
0.00
0.00
0.00
P-3
100.00
75.00
157.24
2.92
2.92
0.00
P-4
0.00
0.00
0.00
0.00
0.00
0.00
P-5
100.00
75.00
269.60
6.68
6.68
0.00
P-6
0.00
0.00
0.00
0.00
0.00
0.00
P-7
100.00
75.00
281.21
5.85
5.85
0.00
P-8
----------------------------------------------------------------------
0.00
0.00
0.00
0.00
0.00
0.00

Page 2
Demand Charge: 0.00
Total Cost: 0.00
Node Results:
Node
Demand
Head
Pressure
Quality
ID
----------------------------------------------------------------------
GPM
ft
psi
J1
0.00
129.28
56.02
0.00
J2
0.00
126.22
54.69
0.00
J3
0.00
126.22
54.69
0.00
J4
0.00
146.04
63.28
0.00
J5
0.00
144.65
62.68
0.00
J6
0.00
144.65
62.68
0.00
J7
0.00
128.75
55.79
0.00
J8
0.00
160.86
69.70
0.00
J9
0.00
158.42
68.64
0.00
J10
0.00
158.42
68.64
0.00
J11
0.00
151.63
65.70
0.00
J12
0.00
149.90
64.95
0.00
J13
0.00
149.90
64.95
0.00
J14
0.00
128.82
55.82
0.00
R1
-462.89
101.50
0.00
0.00
Reservoir
R2
1531.55
108.00
0.00
0.00
Reservoir
R3
-309.25
108.50
0.00
0.00
Reservoir
R4
-412.76
96.50
0.00
0.00
Reservoir
R5
-346.66
84.50
0.00
0.00
Reservoir
Link Results:
Link
Flow
VelocityUnit
Headloss
Status
ID
GPM
fps
ft/Kft
----------------------------------------------------------------------
P1
462.89
5.62
122.56
Open
P2
0.00
0.00
0.00
Open
P3
462.89
5.62
25.06
Open
P4
309.25
3.76
55.38
Open
P5
0.00
0.00
0.00
Open
P6
309.25
3.76
11.55
Open
P7
759.42
9.22
61.00
Open
P8
412.76
5.01
97.79
Open
P9
0.00
0.00
0.00
Open
P10
412.75
5.01
19.72
Open
P11
346.66
4.21
69.34
Open
P12
0.00
0.00
0.00
Open
P13
346.66
4.21
14.28
Open
P14
1068.67
7.66
31.78
Open
P-1
462.89
0.00
-27.78
Open
Pump
P-2
0.00
0.00
0.00
Closed
Pump
P-3
309.25
0.00
-37.54
Open
Pump
P-4
0.00
0.00
0.00
Closed
Pump
P-5
412.76
0.00
-64.36
Open
Pump

Page 3
Link Results: (continued)
----------------------------------------------------------------------
Link
Flow
VelocityUnit
Headloss
Status
ID
GPM
fps
ft/Kft
----------------------------------------------------------------------
P-6
0.00
0.00
0.00
Closed Pump
P-7
346.66
0.00
-67.13
Open Pump
P-8
0.00
0.00
0.00
Closed Pump

CAVANAUGH
Pump System Design Spreadsheet - C = 120
Project: Brice/Usher Location: Duplin County, INC Design By:
Project No: BE.19.006 Checked By:
Date: 2023-8-18
Description: Transfer Pump (TP-1) to'Lagoon #2' (TP-3A)
System Regulrements
System
Pipe 1
Length of Pipe 1,975
Diameter 6
Pi e 3
ft fl
inin in
ftft
Daily Flow Rate
Design Period
=
=
gladPipe
h.
Elevation Difference 12.00
ftgpm
gpm
Average Flow
=
gpm
BASIS OF DESIGN
Pipe Area 0.196
ft' (additional flow) (additional flow)
Peaking Factor
=
C 120
Peak Flow
=
0 gpm
Velocity At Selected Flow (ft/sec) 3.84
Nozzle Head
=
-ft
Pump Chosen:
Pressure Head
=
ft
3" Pontoon
High Pressure
Duty Points: �&m 6 36.35 ft, 3.84 ft/sec
Step: -
Manufacturer's
System Curve
Pump Curve Data
Friction Head Friction Head Friction Head
Velocity Head
Flow Rate Flow Rate
Velocity Elevation
Head Pipe 1 Pipe 2 Pipe 3
(SubmergedA FittingNalve Head
Nozzle Head Pressure Head
TDH
TDH
GPM (ft3/sec)
(ft/sec)
(ft) (ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
0.00
1200
IW
25 0.06
0.28
12.00 0.19
0.00
0.01
0.00
0.00
12.A9
0.00
0.00
12.70
75 0.17
0.85
12.00 1.42
0.00
0.07
0.00
0.00
13A8
�.22
1.13
12.00 2.4
0.00
0.12
0.00
14.53
62.0
125 0.28
1.42
12.00 3.65
0.00
0.19
0.00
0.00
15,83
�.33
1.70
12.00 5.1
0.00
0.27
0.00
17.38
57.0
175 0.39
1.99
12.00 6.80
0.00
0.36
0.00
0.00
19,16
200 0.45
2.27
12.00 8.70
0.00
0.48
0.00
21 A8
52.0
225 0.50
2.55
12.00 10.82
0,00
0.60
0.00
0.00
2342
250 0.56
2.84
12.00 13.15
0.00
0.i
0.00
25.89
46.0
275 0.61
3.12
12.00 15.69
0.00
0.90
0.00
0.00
28,59
300 M.67
3.40
12.00 ! 18.43
.00
1-
0.00
31.50
41.0
325 0.72
3.69
12.00 21.37
0.00
1.26
0.00
0.00
34,62
350 M.78
3.97
12.00 24.51
.00
1.�
0.00
37.96
35.0
375 0.84
4.26
12.00 27.84 -
0.00
1.67
0.00
0.00
41,51
400 0.89
4.54
12.00 31.37 -
0.00
1.9�
0.00
45.28
29.0
425 0.95
4,82
12.00 35.10 -
0.00
2A5
0.00
0.00
49,24
450 0 1.00
5.11
12.00 39.01 -
0.00
2.4�
0.00
53.42
23.0
475 1.06
5.39
12,00 43.11
0.00
2.68
0.00
0.00
57,80
500
5.67
12.00 _ 47.41
.00
2.9�
0.00
62.38
17.0
525 1.17
5.96
12,00 51.88
0.00
3.28
0.00
0.00
67,16
550
6.24
12.00 _ 56.55
.00
3.6�
0.00
72.15
10.0
575 1.28
6.53
12,00 61.39 - -
0.00
3.93
0.00
0.00
77,33
600 01.34
6.81
12.00 i - -
0.00
0.00
82.71
625 1.39
7,09
12,00 71.63 - -
0.00
4.65
0.00
0.00
88,28
650 01.45
7.38
12.00 - _ - -
0.00
M
0.00
94.05
675 1.50
7.66
12,00 82.59
0.00
5.42
0.00
0.00
100.02
700 _56
7.94
12.00
.00 W
E
0.00
106.17
725 1.62
8.23
12,00 9427
0.00
6.25
0.00
0.00
112.52
750 _67
8.51
12.00 _ 100.37
.00
0.00
119.06
775 1.73
8.79
12,00 106.65 -
0.00
7.15
0.00
0.00
125.79
800 01.78
9.08 E
12.00 113.10 -
0.00
0.00
132.71
825 1.84
9.36
12,00 119.72 -
0.00
8.10
0.00
0.00
139.82
IL 850 > 1.89
9.65 1
12.00 126.52 -
0.00
0.00
147.12
875 1.95
9.93
12,00 133A9
0.00
9.11
0.00
0.00
154.60
�.01
10.2W
12.00 140.63
.00
0.00
162.27
925 2.06
10.50
12,00 147.94
0.00
10.18
0.00
0.00
170.12
�.12
10.78
12.00 155.43
.00
10.�
0.00
178.16
975 2.17
11.06
12,00 163.08
0.00
11.31
0.00
0.00
186.39
�.23
11.35
12.00 170.90
0.00
194.80
1,025 2.28
11.63
12,00 178,89 - -
0.00
12.50
0.00
0.00
203,39
l2.34
11.92
12.00 187.04 - -
0.00
212.16
1,075 2.40
12.20
12,00 195.36 - -
0.00
13.75
0.00
0.00
221.11
- 2.45
12.48
12.00 203.85 -
0.00
230.25
1,125 2.51
12.77
12,00 212.51 -
0.00
15.06
0.00
0.00
239,56
- 2.56
13.05
12.00 221.32 i -
0.00
249.06
1,175 2.62
13.33
12.00 230.31 - -
0.00
16.43
0.00
0.00
258,73
Duty Points'
1 Pump
22.99
0.00
0.00
36.35
2 Pumps
35.73
00
0.00
49.92
Fitting/Valve Head,
Size in Description
K Factor
Sty
Total K
6 Gate Valve
0.12
0
0.00
6 Check Valve
0.75
1
0.75
6 Ball Valve
0.05
0
0.00
6 Butterfly Valve
0.68
0
0.00
6 Plug Valve
0.27
1
0.27
6 90" Elbow
0.45
5
2.25
6 45" Elbow
0.24
0
0.00
6 Tee (Branch)
0.90
1
0.90
6 Tee (Run)
0.30
0
0.00
6 Pipe Entrance
0.78
1
0.78
6 Pipe Eft
1.00
1
1.00
Total K: 5.95 FittingNalve Head = K (vz / 2g)
1 of 2

70.0
13,M] IdI
AM
1 Pump
aD
2 40.0
R 30.0
0
2
� 20.0
10.0
Brice/Usher
Transfer Pump (To 'Lagoon #2' TP-3A)
Pump Vs. System Curve
3" Pontoon High Pressure
Duty Point =
340 gpm @ 36 ft.
Velocity = 3.8 fps
�y1
C: AVA U ESH
S(cwnrdxIupThrwgh lnrwe roon
0.0 1 1- I . I I I I
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
LO 0 LO 0 LO 0 Ln 0 LO 0 LO 0 LO 0 LO 0 LO 0 LO 0
r N N M CM LO LO (.0 CO r- r` 00 00 a7 d) O
1
Flowrate (gpm)
System Curve 1 Pump
2 of 2

CAVANAUGH
Pump System Design Spreadsheet - C = 120
Project: Brice/Usher Location: Duplin County, INC Design By:
Project No: BE.19.006 Checked By:
Date: 2023-8-18
Description: Transfer Pump (TP-1) to'Lagoon #1' (TP-3B)
System Regulrements
System
Pipe 1
Length of Pipe 2,001
ft
Pi e 3
fl
Daily Flow Rate
=
gladPipe
Diameter 6
inin
ftft
in
Design Period
=
h.
Elevation Difference 2.00
ftgpm
gpm
Average Flow
=
gpm
BASIS
OF DESIGN
Pipe Area 0.196
ft' (additional flow)
(additional flow)
Peaking Factor
=
C b�
Peak Flow
=
0 gpm
Velocity At Selected Flow (ft/sec) -
Nozzle Head
=
Pump Chosen:
Pressure Head
=
_ft
ft
3" Pontoon
High Pressure
Duty Points: �&m (i0 31.89 ft, 4.26 ft/sec
Step: -
Manufacturer's
System Curve
Pump Curve Data
Friction Head Friction Head Friction Head Velocity Head
Flow Rate Flow Rate
Velocity Elevation Head
Pipe 1
Pipe 2
Pipe 3 (SubmergedA Fitting[Valve Head
Nozzle Head Pressure Head
TDH
TDH
GPM (ft3/sec)
(ft/sec) (ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
000
25 0.06
0.28 2.00
0.19
0.,00
0.01
0.00
0.00
2.20
0.00
0.00
75 0.17
0.85 2.00
1.44
0.00
0.07
0.00
0.00
3.50
�.22
1.13 2.00
2.4
.00
0.12
0.00
4.56
62.0
125 0.28
1.42 2.00
3.70
0.00
0.19
0.00
0.00
5.88
�.33
1.70 2.00
5.1
.00
0.27
0.00
7.45
57.0
175 0.39
1.99 2.00
6.89
0.00
0.36
0.00
0.00
9.25
200 0.45
2.27 2.00
8.8
=
0.00
11.29
52.0
225 0.50
2.55 2.00
10.96
0.00
0.60
0.00
0.00
13,57
250 0.56
2.84 2.00
13.32
0.00
16.07
46.0
275 0.61
3.12 2.00
15.89
0.00
0.90
0.00
0.00
1839
300 M.67
3.40 2.00
18.67
.00
0.00
21.74
41.0
325 0.72
3.69 2.00
21.65
0.00
1.26
0.00
0.00
24.90
350 M.78
3.97 2.00
24.83
.00
0.00
28.29
35.0
375 0.84
4.26 2.00
28.21
0.00
1.67
0.00
0.00
31,88
400 00.89
4.54 2.00
31.79
0.00
.00
35.69
29.0
425 0.95
4,82 2.00
35.56
0.00
2A5
0.00
0.00
39,71
450 01.00
5.11 2.00
39.52
EL, 0.00
2.4
M.00
43.93
23.0
475 1.06
5.39 2.00
43.68
0.00
2.68
0.00
0.00
48,37
500
5.67 2.00
48.03
.00
2.9
0.00
53.00
17.0
525 1.17
5.96 2.00
52.57
0.00
3.28
0.00
0.00
57,85
550
6.24 2.00
57.29
.00
3.6
0.00
62.89
10.0
575 1.28
6.53 2.00
62.20
-
0.00
3.93
0.00
0.00
68,14
600 01.34
6.81 2.00
67.30
-
.00
73.58
625 1.39
7,09 2.00
72.58
-
0.00
4.65
0.00
0.00
79,22
650 01.45
7.38 2.00
78.04
-
.00
85.07
675 1.50
7.66 2.00
83.68
-
0.00
5.42
0.00
0.00
91,10
700 _56
7.94 2.00
89.51
-
0.00
97.34
725 1.62
8.23 2.00
95.51
-
0.00
6.25
0.00
0.00
103.76
750 _67
8.51 2.00
101.69
-
0.00
110.38
775 1.73
8.79 2.00
108.05
-
0.00
7.15
0.00
0.00
117.20
800 01.78
9.08 Eii_ 2.00
114.59
-
0.00
124.20
825 1.84
9.36 2.00
121.30
-
0.00
8.10
0.00
0.00
131.40
IL 850 > 1.89
9.65 = 2.00
128.19
-
0.00
138.78
875 1.95
9.93 2.00
135.25
-
0.00
9.11
0.00
0.00
146.36
�.01
10.211EM 2.00
142.48
-
�W00
0.00
154.12
925 2.06
10.50 2.00
149.89
-
0.00
10.18
0.00
0.00
162.07
�.12
10.78 0 2.00
157.47
-
�W00
10.�
0.00
170.21
975 2.17
11.06 2.00
165.23
-
0.00
11.31
0.00
0.00
178.54
�.23
11.35 2.00
173.15
-
=Fmi-
11.9-
0.00
187.05
1,025 2.28
11.63 2.00
18114
-
- 0.00
12.50
0.00
0.00
195.74
l2.34
11.92 2.00
189.50
13.1�
0.00
204.62
1,075 2.40
12.20 2.00
197.94
-
- 0.00
13.75
0.00
0.00
213.68
- 2.45
12.48 2.00
206.54
-
-
14.4�
0.00
222.93
1,125 2.51
12.77 2.00
215.30
-
- 0.00
15.06
0.00
0.00
232.36
- 2.56
13.05 2.00
224.24
-
-
15.7�
0.00
241.97
1,175 2.62
13.33 2.00
233.34
-
- 0.00
16.43
0.00
0.00
251.77
Duty Points,
1 Pump 28.21
2 Pumps 42.83
Fitting/Valve Head,
Size in Description
K Factor
Sty
Total K
6 Gate Valve
0.12
0
0.00
6 Check Valve
0.75
1
0.75
6 Ball Valve
0.05
0
0.00
6 Butterfly Valve
0.68
0
0.00
6 Plug Valve
0.27
1
0.27
6 90" Elbow
0.45
5
2.25
6 45" Elbow
0.24
0
0.00
6 Tee (Branch)
0.90
1
0.90
6 Tee (Run)
0.30
0
0.00
6 Pipe Entrance
0.78
1
0.78
6 Pipe EA
1.00
1
1.00
Total K: 5.95 Fifting/Valve Head = K (vz / 2g)
1 of 2

70.0
1199111
AM
m
40.0
E 30.0
c
G
ca
0 20.0
10.0
M
Brice/Usher
Transfer Pump (To "Lagoon #1' TP-3B)
Pump Vs. System Curve
3" Pontoon High Pressure
---------------------------=i
i
i
i
i
i
i
Duty Point =
380 gpm @ 32 ft.
Velocity = 4.3 fps
�y1
C: AVA U G H
S(cwnrdxIupThrwgh lnrwwwoon
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
LO o U-) o U-) o U-) o U-) o V) o U) o U) o U) o U) o
N N M CO LO LO M O ti rl- 00 CO O O O
Flowrate (gpm)
System Curve 1 Pump
2 of 2

CAVANAUGH
Pump System Design Spreadsheet - C = 120
Project: Brice/Usher Location: Duplin County, INC Design By:
Project No: BE.19.006 Checked By:
Date: 2023-8-18
Description: Transfer Pump (TP-1) to'Lagoon #3' 1
System Regulrements
System
Pipe 1
Length of Pipe 1,927 ft
Pi e 2
fl
Daily Flow Rate
= gpdPipe
Diameter 6 in
inin
ftft
Design Period
= h.
Elevation Difference -12.00 ft
gpmgpm
Average Flow
= gpm
Pipe Area 0.196 ft'
(additional flow)
(additional flow)
Peaking Factor
=
C illl�
Peak Flow
= 0 gpm
Velocity At Selected Flow (ft/sec) -
Nozzle Head
= ft
Head
ft
= ft
Duty Points: 1 Pump: 430 gpm ft 25.26 ft, 4.88 ft/sec
Step: -
System Curve
Flow Rate Flow Rate
Velocity Elevation
Head
Friction Head Friction Head Friction Head
Pipe 1 Pipe 2 Pipe 3
Velocity Head
(Submerged)EI Fitting[Valve
Head
Nozzle Head
Pressure Head
TDH
GPM (ft3/sec)
(ft/sec)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
0.00
-12.00
25 0.06
0.28
-12.00
0.18
0.00
0.01
0.00
0.00
-11.81
0.65
0.00
0.00
-11.32
75 0.17
�.22
0.85
1.13
-12.00
-12.00 0
1.38
2.3
0.00
00
0.07
0.12
0.00
0.00
0.00
-10.55
-9.53
125 0.28
�.33
1.42
1.70
-12.00
-12.00 0
3.56
4.9
0.00
00
0.19
0.27
0.00
0.00
0.00
-8.26
-6.75
175 0.39
200 0.45
1.99
2.27
-12.00
-12.00
6.63
8.49
0.00
0.36
=
0.00
0.00
0.00
-5.00
-3.03
225 0.50
250 0.56
2.55
2.84
-12.00
-12.00
10.56
12.83
0.00
0.60
0.00
0.00
0.00
-0.84
1.57
275 0.61
300 M.67
3.12
3.40
-12.00
-12.00 !
15.30
17.98
0.00
.00
0.90
0.00
0.00
0.00
4.20
7.05
325 0.72
350 M.78
3.69
3.97
-12.00
-12.00 0
20.85
23.91
0.00
.00
1.26
0.00
0.00
0.00
10.10
13.37
375 0.84
400 0.89
4.26
4.54
-12.00
-12.00
27.17
30.61
0.00
1.67
0.00
0.00
0.00
16.84
20.51
425 0.95
450 0 1.00
4,82
5.11
-12,00
-12.00 0
34.24
38.06
0.00
2.15
2.4�
0.00
0.00
0.00
24.39
28.47
475 1.06
500
5.39
5.67
-12,00
-12.00 0
42.07
46.2
0.00
.00
2.68
2.9�
0.00
0.00
0.00
32.75
37.23
525 1.17
550
5.96
6.24
-12,00
-12.00 0
50.62
55.1
0.00
.00
3.28
3.6�
0.00
0.00
0.00
41.90
46.77
575 1.28
600 01.34
6.53
6.81
-12,00
-12.00
59.90
0.00
3.93
0.00
0.00
0.00
51.84
57.09
625 1.39
650 0 1.45
7,09
7.38
-12,00
-12.00
69.89
0.00
4.65
0.00
0.00
0.00
62.54
68.18
675 1.50
700 _56
7.66
7.94
-12,00
-12.00
80.59
0.00
.00
5.42
0.00
0.00
0.00
74.01
80.03
725 1.62
750 _67
8.23
8.51
-12,00
-12.00
91.98
0.00
.00
6.25
0.00
0.00
0.00
86.23
92.62
775 1.73
800 01.78
8.79
9.08 E
-12,00
-12.00 J
104.05
110.35
0.00
7.15
0.00
0.00
0.00
99.20
105.96
825 1.84
IL 850 > 1.89
9.36
9.65 1
-12,00
-12.00 J
116,81
123.45
0.00
8.10
0.00
0.00
0.00
112.91
120.04
875 1.95
�.01
9.93
10.2W
-12,00
-12.00 0
130.25
137.21
0.00
M.00
9.11
0.00
0.00
0.00
127.36
134.85
925 2.06
�.12
10.50
10.78 0
-12,00
-12.00 0
144.35
151.65
0.00
M.00
10.18
10.
0.00
0.00
0.00
142.53
150.39
975 2.17
�.23
11.06
11.35 0
-12,00
-12.00 J
159,11
166.74
0.00
0.00
11.31
0.00
0.00
.00
158.43
166.64
1,025 2.28
l2.34
11.63
11.92 J
-12.00
-12.00 )
174,54 - -
182.50 - -
0.00
0.00
12.50
0.00
0.00
.00
175.04
183.61
1,075 2.40
- 2.45
12.20 -12.00
12.48
190.62 - -
198.90 -
0.00
0.00
13.75
14.4�
0.00
0.00
0.00
192.36
201.29
1,125 2.51
- 2.56
12.77 -12.00 207.34 -
13.05 i 215.95 -
0.00
0.00
15.06
15.7�
0.00
0.00
0.00
210.40
219.68
1,175 2.62
13.33
-12.00
224.71 - -
0.00
16.43
0.00
0.00
229.14
Duty Points'
1 Pump 0.00 25.26
2 Pumps 52.47 0.00 43.88
Fitting/Valve Head,
Size in Description
K Factor
Sty
Total K
6 Gate Valve
0.12
0
0.00
6 Check Valve
0.75
1
0.75
6 Ball Valve
0.05
0
0.00
6 Butterfly Valve
0.68
0
0.00
6 Plug Valve
0.27
1
0.27
6 90" Elbow
0.45
5
2.25
6 45" Elbow
0.24
0
0.00
6 Tee (Branch)
0.90
1
0.90
6 Tee (Run)
0.30
0
0.00
6 Pipe Entrance
0.78
1
0.78
6 Pipe EA
1.00
1
1.00
Total K: 5.95 FiBing/Valve Head = K (vz / 2g)
BASIS OF DESIGN
Pump Chosen:
3" Pontoon
High Pressure
Manufacturer's
Pump Curve Data
TDH
(ft)
7 62.0
57.0
52.0
46.0
41.0
35.0
29.0
23.0
17.0
10.0
1 of 2

70.0
1199 111
AM
1 Pump
m
40.0
E 30.0
c
0
r
F- 20.0
10.0
Brice/Usher
Transfer Pump (To "Lagoon #3' TP-3C)
Pump Vs. System Curve
3" Pontoon High Pressure
Duty Point =
430 gpm @ 25 ft.
Velocity = 4.9 fps
CAVANAUGH
S(cwnrdxIupThrwgh lnrwe Barr
0.0 1 T1 . TIiT�Ti I . I I TI
O O O O O O O O O O O O O O O O O O O O O
LO O LO
N 0It O O�0M0) O N CO M qt LM (D M � 00 M
Flowrate (gpm)
System Curve 1 Pump
2 of 2

Narrative
'Brice/Usher' will utilize existing barns with slotted floors over flushing pits to collect manure.
Upon flushing, Barns 12-14 will gravity flow waste through a 12" pipe to an influent lift Station (ILS-A).
The influent lift Station will utilize two 10 hp GEA pumps, with a typical flow of approx. 460 gpm (1
pump) through a 6" HDPE (DR 17) forcemain into the anaerobic digester.
Upon flushing, Barns 1-4 will gravity flow waste through a 12" pipe to an influent lift Station (ILS-B). The
influent lift Station will utilize two 10 hp GEA pumps, with a typical flow of approx. 310 gpm (1 pump)
through a 6" and 8" HDPE (DR 17) forcemain into the anaerobic digester.
Upon flushing, Barns 5-7 will gravity flow waste through a 12" pipe to an influent lift Station (ILS-C). The
influent lift Station will utilize two 10 hp GEA pumps, with a typical flow of approx. 410 gpm (1 pump)
through a 6" and 8" HDPE (DR 17) forcemain into the anaerobic digester.
Upon flushing, Barns 8-11 will gravity flow waste through a 12" pipe to an influent lift Station (ILS-D).
The influent lift Station will utilize two 10 hp GEA pumps, with a typical flow of approx. 350 gpm (1
pump) through a 6" and 8" HDPE (DR 17) forcemain into the anaerobic digester.
After treatment in the anaerobic digester (607,158 cubic feet of total volume, 736,248 cubic feet at
Operating Level), effluent will gravity flow through the 12" digester outlet pipe to the level control wet
well (LC), which connects to a 12" pipe to the existing'Lagoon-S-4-1991'. The transfer pump will pump
from the existing'Lagoon-S-4-1991' to the existing 'Lagoon #1', 'Lagoon #2', and 'Lagoon 3' using a 10 hp
GEA pump, with a typical flow of approx. 340 gpm through a 6" HDPE (DR 17) forcemain in order to
balance the lagoons as needed.

FLOOD HAZARD INFORMATION NOTES TO USERS SCALE
SEE PIS REPORT FOR ZONE DESCRIPTIONS AND INDEZMAP
THE INFORMATION DEPICTED ON THIS MAP AND SUPPORTING
DOCUMENTATION ARE ALSO AVAILABLE IN DIGITAL FORMATAT
HTTP://FRIS.NC.GOV/FRIS
Without BaaeFl ood Elevation (BEE)
With BFE or Depth zoos AE. no, AH, vE An
SPECIALFIODD HPIARDAREAS — RBgnlatory Floodway
— 0.2%Annual Chance Flood Hazard, Areas
of 1%Annual Chance Flood
with Average
Depth Less Than One Feet or With Drainage
Areas of Less Than One Square Mile zone x
— Raure Condition, 1%Annual
Chance Flood Hazard zone x
OFLOOD EAS OF —Area with Red ... d Road Risk due to Levee
ROOD HATARD See Notes zonex
OTHER — Are as Daterminedrob.Outsidetha
AREAS 0.2% Annual Chance FlaodpIMn zonex
Channel, CUlveM or Storm Sewer
Aaredited or Provisionally A..nni ted
GENERAL Lave., Dike, ar Flaadwall
STRUCTURES Nan -accredited Levee, Dike, ar Floodwall
North Carolina Geodetic Survey bench mark
® National Geodetic Survey bench mark
sto® Contractor Fat. NCFMP Survey bench mark
—wa—Crass SMc —with 1%Annual Chance
Water Surface Elevation (SEE
aO----- Coastal TranS.1
— — — - Coastal Transect Baseline
- Profile Baseline
Hydrographic Feature
OTHER Umit&SWdy
FEATURES ,..._..--- .. --.
12
To
.w. i~^uo•Bnlimhof Modere@ Wave Action (IiMWA)
SYSTEM (OBRS) NOTE
®pCBRSAreare servKK cu OeOthanlSB Protected Area
e o orv.n"x�Ao, . any. v -.aian r o,m m�a swt ..t R��•smol
walRw®�e�i1 NAw,eea rv.,wn
I Met -1,000fed 1:12,000
0 500 1.000 2,000
set
Mete
0 160 300 600
PANEL LOCATOR
NORTH CAROLINA FLOODPIAIN MAPPING PROGRAM
NATIONAL ROOD INSURANCE PROGRAM
-OD INSURANCE RATE MAP
�I vA NORTH CAROUNA O
IG O
d PAnB2460
v I'li�l;1
COMMUN
i,.n.s. CID PANEL SUFFIX
" to �,„r.,�oun, TowN or aroe.e zoo ,
L.L
EB
Q
Y
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0246 -PNIJ.EER
3]202460001
MAP R.B.
02/16/06

FLOOD HAZARD INFORMATION NOTES TO USERS SCALE
SEE PIS REPORT FOR ZONE DESCRIPTIONS AND INDEZMAP
THE INFORMATION DEPICTED ON THIS MAP AND SUPPORTING
DOCUMENTATION ARE ALSO AVAILABLE IN DIGITAL FORMATAT
HTTP://FRIS.NC.GOV/FRIS
-WIth06MSam Flood Elevation (BEE)
With FE or Depth zone AE. no, AH, vE AR
sPECIALFLODD
H—RDANEAS — Regulatory Floodway
— 0.2%Annual Chance Flootl Hazard, Areas
of 1%Annual Chance Flood with Average
Depth Less Than One Feet or With Drainage
Areas Bf Less Than One Square Mile zone x
— Future Condition. l%Annual
Chance Flood Hazard zone x
ODIERAREAS OF — Area wit R.tl.,ad Road Risktluet Levee
ROOD HATARD See Notes zonex
OTHER
— Are as Determinetltb.Outsic.tha
AREAS 0.2%Annual Chance FloodpIMnzonex
Channel, Culvert, or Storm Sewer
ACTredlted Or Provisionally A..,MHt.d
GENERAL Lave., Dig., or Flaadwall
STRUCTURES Nan-a¢redt.d Levee, Dike, ar Floodwall
North Carolina Geodetic Survey bench mark
® Colonel Caudal, Survey bench mark
sto® Contractor Fat. NCFMP Survey bench mark
Crass Seclons wit l%Annual Chance
Water Surface Elevation (SEE
aO----- Coastal Transe,[
— — — - Coastal Transact Baseline
- Profile Baseline
Hydrographic Feature
OTHER Umit&SWdy
FEATURES ,..._..--- ..-.-_.
12
To
F�re'�^uo601nlimtof Motlere@ Wave Action (IiMWA)
SYSTEM (CBRS) NOTE
®pCBRSAreare servKK cu OeOBlelvdeft.obal Area
e o orv.n"x�Ao, . any. v -.aim r o,m m�a swt ..t R��•smol
walRw®�e'wil xAw,aea rv.,wn
lin,h-1,000feet 1:12,000
0 500 1.000 2,000
Feet
Mete
0 160 300 600
PANEL LOCATOR
NORTH CAROLINA FLOODPIAIN MAPPING PROGRAM
NATIONAL ROOD INSURANCE PROGRAM
-OD INSURANCE RATE MAP
wc NORTH CAROUNA O
d nB2368 g
v I`1:�L1
COMMUN
CID PANEL SURE%
' N counT1 -.1 asae I
L.L
EB
Q
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-PNL..IR
-20236600d
MAP
— 02/16/06

q(oa4
Grower: Eddie Brice #1
Designed By: FAL
Address: 2113 Main St.
Checked By: DSE
3
Newberry, SC 29108
Date:
07/02/02
County: Duplin
Sheet 1 of 7
ANAEROBIC WASTE
LAGOON DESIGN
FARM INFORMATION
Farm Population:
Nursery: -------------------
0
Finishing: -------------------
3672 Hd.
Farrow to weanling:-------------------
0
Farrow to feeder: -------------------
0
Farrow to finish: -------------------
0
Boars: -------------------
0
Storage Period: -------------------
180 Days
25 Yr. / 24 Hr Storm Event -------------------
7.5 In.
"Heavy Rain" Factor Not Applicable
0.0
Rainfall in Excess of Evaporation -------------------
7.0 In.
Additional Water Usage: -------------------
0
Additional Drainage Area: -------------------
0
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape?
(Y/N)------------
N
Does Operator Want Emergency Spillway?
(Y/N)------------
N
Is This Design for an Existing Farm?
(Y/N)------------
Y
Is Drain Tile Req'd to Lower SHWT?
(Y/N)------------
N
Seasonal High Water Table Elev:
-------------------
35.70
Ft.
Freeboard:
-------------------
1.0
Ft.
Emergency Spillway Flow Depth:
Not Applicable
0.3
Ft.
Side Slopes:
-------------------
3
:1 (H:V)
Inside Top Length:
-------------------
600.0
Ft.
Inside Top Width:
-------------------
150.0
Ft.
Top of Dike Elevation:
--------------
Depth
52.20
Ft.
Finished Bottom Elevation:
--------------
14.50 Ft.
37.70
Ft.
Start Pump Elevation:
--------------
20.16 In.
50.52
Ft.
Stop Pump Elevation:
--------------
55.8 In.
47.55
Ft.
LAGOON VOLUME REQUIRED VOL.
DESIGN VOLUMES
% RED-D.
Storm Stor = 56250
(Cu.Ft.)
56,958 (Cu.Ft.)
101.26%
Temporary = 173558
(Cu.Ft.)
226,198 (Cu.Ft.)
130.33%
Permanent = 495720
(Cu.Ft.)
498,038 (Cu.Ft.)
100.47%
Total Volume = 725,528
(Cu.Ft.)
781,194 (Cu.Ft.)
107.67%
Min. Required Liner Thickness
Lagoon Surface Area: (Inside TOD)
2.1 Ft.
90,000 S.F.
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw, NC 28398 [phone]

Grower: Eddie Brice #1 Designed By: FAL
Address: 2113 Main St. Checked By: DSE
Newberry, SC 29108 Date: 07/02/02
Countv: Dublin Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.]
Area SF
Incr. Vol. (Cu. FTC
Cumul. Vol. (Cu. FT)
37.70
32,319
38.00
33,359
9,852
9,852
39.00
36,873
35,116
44,968
40.00
40,458
38,665
83,633
41.00
44,116
42,287
125,920
42.00
47,845
45,981
171,901
43.00
51,647
49,746
221,647
44.00
55,521
53,584
275,231
45.00
59,466
57,493
332,724
46.00
63,484
61,475
394,199
47.00
67,573
65,529
459,728
48.00
71,735
69,654
529,382
49.00
75,969
73,852
603,234
50.00
80,274
78,121
681,355
51.00
84,652
82,463
763,818
52.00
89,101
86,877
850,695
52.20
90,000
17,910
868,605
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL
725,528
CF
CUMULATIVE VOL.
ZONE VOL.
107.67%
END PUMP = = =
47.55
FT
498,038 CF TR'MT
498,038
100.47%
START PUMP = =
50.52
FT
7241236 CF TEMP
226,198
130.33%
MAX STORAGE =
51.20
FT
781,194 CF STORM
56,958
101.26%
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw, NC 28398 [phone]

Grower: Eddie Brice #1 Designed By: FAIL
Address: 2113 Main St. Checked By: DSE
Newberry, SC 29108 Date: 07/02/02
Countv: Duplin Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
Animal Type Capacity * ALW * (cu.ft./lb) = Total
Nursery
0
30
1.00
0
Finishing
3,672
135
1.00
495,720
Farrow to weanling
0
433
1.00
0
Farrow to feeder
0
522
1.00
0
Farrow to finish
0
1,417
1.00
0
Boars
0
400
1.00
0
Total Required Treatment Volume (cu. ft.)= 495,720
Sludge Storage Volume:
Animal Type Capacity * ALW * (cuft/lb) = Total
Nursery
0
30
0.00
0
Finishing
3,672
135
0.00
0
Farrow to weanling
0
433
0.00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
0
1,417
0.00
0
Boars
0
400
0.000
0
Total Required Sludge Storage Volume (cu. ft.)=
Temporary Storage Volume:
Manure Production:
0
Animal Type Capacity * Sto. Period ./day) = Total
Nursery
0
180
0.30
0
Finishing
3,672
180
1.37
905,515
Farrow to weanling
0
180
4.39
0
Farrow to feeder
0
180
5.30
0
Farrow to finish
0
180
14.38
0
Boa rs
0
180
4.06
0
Total Manure Production (gals.)=
Total Manure Production (cu.ft.)=
Excess Fresh Water:
905,515
121,058
Animal Type Capacity * Sto. Period ./day) = Total
Nursery
0
180
0.20
0
Finishing
3,672
180
0.00
0
Farrow to weanling
0
180
2.90
0
Farrow to feeder
0
180
3.50
0
Farrow to finish
0
180
1 9.50
0
Boars
0
180
1 2.70
0
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=
0
0
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

Grower: Eddie Brice #1 Designed By: FAL
Address: 2113 Main St. Checked By: DSE
Newberry, SC 29108 Date: 07/02/02
County: Duplin Sheet 4 of 7
Temporary Storage Volume: (Cont.
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft
Vol.= (90000 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 52,500
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (90000 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 25Yr.-24Hr. Storm Event (cu.ft)= 56,250
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (90000 sq.ft + 0 sq.ft.) * 0.0 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) = 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
Total Required Storm Storage
(25 Yr. / 24 Hr. Storm + "Heavy Rain") _
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess) _
Total Required Permanent Storage
(Treatment + Sludge) _
Murphy Family Farms
TOTAL REQUIRED VOLUME = 725528 (CU.FT.)
P.O. Box 759, Rose Hill NC 28458
56,250 (CU.FT)
173,558 (CU.FT)
495,720 (CU.FT)
[phone]

Grower: Eddie Brice #1 Designed By: FAL
Address: 2113 Main St. Checked By: DSE
Newberry, SC 29108 Date: 07/02/02
Countv: DUDlin Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation -------------------
52.20
FT.
Emergency Spillway Crest Elevation -------------------
Not
Applicable
Top of 25 yr/24 hr Storm Storage -------------------
51.20
FT.
Top of "Heavy Rain" Storage -------------------
Not
Applicable
Start Pump Elevation -------------------
50.52
FT.
End Pump Elevation -------------------
47.55
FT.
Top of Sludge Storage -------------------
Not
Applicable
Seasonal High Watertable Elev.-------------------
35.70
FT.
Finished Bottom Elevation -------------------
37.70
FT.
Inside Top Length -------------------
600.00
FT.
Inside Top Width -------------------
150.00
FT.
Side Slopes -------------------
3:1
H:V
Lagoon Surface Area -------------------
90,000
SF
Min. Liner Thickness (if required) -------------------
2.1
FT.
Freeboard Depth -------------------
1.00
FT.
Temporary Storage Period -------------------
180
Days
TOTAL DESIGN VOLUME = 781194 (CU.FT.)
Zone Depths.
Treatment / Sludge Storage Zone Depth ----------- 9.8 FT.
Temporary Storage Zone Depth ----------- 3.0 FT.
Freeboard / Storm Storage Zone Depth ----------- 1.7 FT.
Total Lagoon Depth ----------- 14.5 FT.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

Grower: Eddie Brice #1 Design FAL
Address: 2113 Main St. Checke DSE
Newberry, SC 29108 Date: 07/02/02
County: Duplin Sheet 6 of 7
1
STRT PM P EL. = 50.52
END PMP EL. = 47.55
ZONE ELEVATIONS
TOP OF DIKE ELEV = 52.20
TOP OF STORM ELEV = 51.20
TOP OF TEMP STORAGE ELEV = 50.52
TOP OF TREAT ELEV = 47.55
FINISHED BOTTOM ELEV = 37.70
J
1
/ 1
/
SHWT = 35.70
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

Grower: Eddie Brice #1 Designed By: FAL
Address: 2113 Main St. Checked By: DSE
Newberry, SC 29108 Date: 07/02/02
Countv: Duolin Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the North Carolina
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
NOTE: See attached Waste Utilization
DATE:
COMMENTS:
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

Grower: Eddie &H—ce#2 Designedy: JD
Address: 2113 Main St. Checked By: DSE
Newberry, SC 29108 Date: 07/02/02
County: Duplin Sheet 1 of 7
FARM INFORMATION
Farm Population:
Nursery: -____ -____
0
Finishing: ------------
4896 Hd.
Farrow to weanling:----------
0
Farrow to feeder: ---------
0
Farrow to finish: -----__—____
0
Boars: -----------
0
Storage Period: ------------------
180 Days
25 Yr.124 Hr Storm Event ---------- -----
7.5 In.
"Heavy Rain" Factor Not Applicable
0.0
Rainfall in Excess of Evaporation -------
7.0 In.
Additional Water Usage: -----------
0
Additional Drainage Area: --------
0
LAGOON INFOR AM TION
Is Lagoon Designed as an Irregular Shape?
(Y/N)--------
N
Does Operator Want Emergency Spillway?
(YIN) ---------
N
Is This Design for an Existing Farm?
(Y/N)-------
Y
Is Drain Tile Req'd to Lower SHWT?
(Y/N)----------_
N
Seasonal High Water Table Elev:
---- ---
----
0.00
Freeboard:
----------
1.0
Ft.
Emergency Spillway Flow Depth:
Not Applicable
0.3
Ft.
Side Slopes:
-------------
3
:1 (H:V)
Inside Top Length:
-------- -------
600.0
Ft.
Inside Top Width:
-------
-
220.0
Ft.
Top of Dike Elevation:
Depth
101.20
Ft.
Finished Bottom Elevation:
-------------
15.00
Ft.
86.20
Ft.
Start Pump Elevation:
-------
19.92
In.
99.54
Ft.
Stop Pump Elevation:
---------------
83.4
In_
94.25
Ft.
LAGOON VOLUME REQUIRED
VOL.
DESIGN VOLUMES
% REaD.
Storm Stor = 82500
(Cu.Ft.)
82,641
(Cu.Ft.)
100.17%
Temporary = 238411
(Cu.Ft.)
590,42D
(Cu.Ft.)
247.65%
Permanent = 660960
(Cu.Ft.)
664,858
(Cu.Ft.)
100.59%
Total Volume = 981,871
(Cu.Ft.)
1,337,919
(Cu.Ft.)
136.26%
Min. Required Liner Thickness
---------------
2.2
Ft.
Lagoon Surface Area: (Inside TOO)
--------- ------
132,000
S.F.

I
rower: Eddie Brice #2 Designedy: JD
Address: 2113 Main St. Checked By: DSE
Newberry, SC 29108 Date: 07/02/02
County: Duplin Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
LAGOON STAGE -AREA
VOLUMES
Contour
Elevation (FT�
Area(SF) Incr.
Vol. (Cu. FT
Cumul. Vol. (Cu.FT)
86.20
66,300
87.00
69,395
54,278
54,278
88.00
73,329
71,362
125,640
89.00
77,334
75,331
200,971
90.00
81,412
79,373
280,344
91.00
85,561
83,487
363,831
92.00
89,783
87,672
451,503
93.00
94,077
91,930
543,433
94.00
98,442
96,259
639,692
95.00
102,880
100,661
740,354
96.00
107,389
105,135
845,488
97.00
111,971
109,680
955,168
98.00
116,625
114,298
1,069,466
99.00
121,350
118,987
1,188,454
100.00
126,148
123,749
1,312,203
101.00
131,017
128,583
1,440,785
101.20
132,000
26,302
1,467,087
These volumes were calculated using the vertical average end area method.
TOTAL REQD VO
981,871
CF
CUMULATIVE
VOL.
ZONE VOL.
136.26%
END PUMP = _ =
94.25
FT
664,858 CF
TR'MT
664,858
100.59%
START PUMP = =
99.54
FT
1,255,278 CF
TEMP
590,420
247,65%
MAX STORAGE =
100.20
FT
1,337,919 CF
STORM
82,641
100.17%
Murphy -Brown. LLC Engineering R0- Box 858 ,Warsaw, NC 28398 [phone]

Grower: Eddie Brice #2
Address: 2113 Main St.
Newberry, SC 29108
County: Duplin
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storages
Required Treatment Volume:
Designed By: JD
Checked By: DSE
Date: 07/02/02
Sheet 3 of 7
Animal ype Capacity cu. .Ib) Tot7a
Nursery
0
30
1.00
0
Finishing
4,896
135
1.00
660,960
Farrow to weanling
0
433
1.00
0
Farrow to feeder
0
522
1.00
0
Farrow to finish
0
1,4171
1.001
0
Boars
Q
400
1.00
0
Total Required Treatment Volume (cu. ft.)=
Sludge Storage Volume:
660,960
Animal ype Capacity A cu. .I — otal�
Nursery _
I W 0
30
0.00
0
Finishing
4,896
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 1,417
0.00
0
Boars
0
1 400
0.000
0
Total Required Sludge Storage Volume (cu. fL)=
Temporary Storage Volume:
Manure Production: -
0
rnmal Type Capacity to. Period . day = I ota
Nursery
0
180
0.30
0
Finishing
4,896
180
1.37
1,207,354
Farrow to weanling
0
180
4.39
0 .
Farrow to feeder
0
180
5.30
0
Farrow to finish
0
180
14.38
~0�I
Boars
0
180
4-OLL
0
Total Manure Production (gals.)=
Total Manure Production (cu.ft.)=
Excess Fresh Water:
!]Anirnal Type CapaElty Sto. Period Jday)= Total
1,207,354
161,411
Nursery
0
180
0.20
0
Finishing
4,896
180
0.00
0
Farrow to weanling
0
180
2.90
0
Farrow to feeder
0
180
3.50
0
Farrow to finish
0
180
9.50
0
Boars
0
180
2.70
0
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=
0
0

Grower: Eddie Brice #2
Address: 2113 Main St.
Newberry, SC 29108
County: Duplin
Designed By: JD
Checked By: DSE
Date: 07/02/02
Sheet 4 of 7
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area)' Rainfall / 12in./ft
Vol.= (132000 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 77,000
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) " 25Yr./24Hr. Storm(in) / 12in./ft.
Vol.= 032000 sq.ft + 0 sq.ft.) " 7.5 in. /12 In./ft.
Total Required Volume for 25Yr.-24Hr. Storm Event (cu.ft)= 82,500
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) " "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (132000 sq.ft + 0 sq.ft.) " 0.0 in. '/12 in./ft.
Total Required Volume for "Heavy Rain' (cu.ft.) = 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
Total Required Storm Storage
(25 Yr. / 24 Hr. Storm + "Heavy Rain")
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess) _
Total Required Permanent Storage
(Treatment + Sludge) _
TOTAL REQUIRED VOLUME = 981871 (CU.FT.)
82,500 (CU.FT)
238,411 (CU.FT)
660,960 (CU.FT)

Grower: Eddie Brice #2 Designed By: JD
Address: 2113 Main St. Checked By: DSE
Newberry, SG 29108 - - - - f Date:— —— 07/02/02
County: Duplin Sheet 5 of 7
Top of Dike Elevation ---------------
101.20
FT.
Emergency Spillway Crest Elevation --------------
Not A
Applicable
Top of 25 yr124 hr Storm Storage -------------------
100.20
FT.
Top of "Heavy Rain" Storage -------------
Not
Applicable
Start Pump Elevation ----------------
99.54
FT,
End Pump Elevation ----- ----
94.25
FT.
Top of Sludge Storage -----------
Not
Applicable
Seasonal High Watertable Elev.----------
0.00
Finished Bottom Elevation --------------
86.20
FT.
Inside Top Length ----- — --
600.00
FT,
Inside Top Width --------------
220.00
FT.
Side Slopes ----------------
3:1
H:V
Lagoon Surface Area ----------------
132,000
SF
Min. Liner Thickness (if required) -------------
2.2
FT.
Freeboard Depth ----------------
1.00
FT.
Temporary Storage Period ---------------
180
Days
TOTAL DESIGN VOLUME=1337919 (CU.FT.)
Zone Depths:
Treatment 1 Sludge Storage Zone Depth -------- 8.1 FT.
Temporary Storage Zone Depth ---- -- 5.3 FT.
Freeboard / Storm Storage zone Depth ----------- 1.7 FT.
Total Lagoon Depth -------- 15.0 FT.

Grower: Eddie Brice #2 Design JD
Address: 2113 Main St. Checke DSE
Newberry, SC 29108 Date: 07/02/02
County: Duplin Sheet 6 of 7
1
STRT PMP EL.= 99.54
1
1
1
1
1
1
ZONE ELEVATIONS
TOP OF DIKE ELEV = 101.20
TOP OF STORM ELEV = 100.20
TOP OF TEMP STORAGE ELEV = 99.54
END PMP EL. = 94.25 1 TOP OF TREAT ELEV = 94.25
1
1
1
1 f
FINISHED BOTTOM ELEV = 86.20
P.O. Box 759, Rose Hill NC 28458
1
/
1
/
1
f
_
SH1NT = 0.00
[phone]

Grower: Eddie Brice #2 Designed By; JD
Address: 2113 Main St. Checked By: DSE
Newberry, SC 29108 Date: 07/02/02
County: Duplin Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the North Carolina
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
NOTE: See attached Waste Utilization Plan
DESIGNED: L&
DATE: A lo`2r
COMMENTS:
Murphy Family Farms
Box 759, Rose Hill NC 28458
[phone]

grower: Eddie Brice #3 Designedy: JNT
Address: 2113 Main St. Checked By: DSE
Newberry, SC 29108 Date: 07/02/02
County: Dupfin Sheet 1 of 7
ANAEROBE WASTE LAGOON DESIGN
FARM INFORMATIM
Nursery:
------------
Fan Population:
0
Finishing:
----------------
4896
Hd.
Farrow to weanling:
---------
0
Farrow to feeder:
------------
0
Farrow to finish:
-------------
0
Soars:
------------
0
Storage Period:
-------------
180
Days
25 Yr. / 24 Hr Storm Event
----------------
7.5
In.
"Heavy Rain" Factor
Not Applicable
0.0
Rainfall in Excess of Evaporation
---- -----
7.0
In,
Additional Water Usage:
---------
0
Additional Drainage Area:
-----------------
0
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape?
(YIN) ------
N
Does Operator Want Emergency Spillway?
(Y/N)----------
N
Is This Design for an Existing Farm?
(YIN) ---_—_— —
Y
Is Drain Tile Req'd to Lower SHWT?
(Y/N)--------
N
Seasonal High Water Table Elev:
-------------
46.00
Ft.
Freeboard:
-------------_
1.0
Ft.
Emergency Spillway Flow Depth:
Not Applicable
0.3
Ft.
Side Slopes:
---------
31
(H:V)
Inside Top Length:
----- --- -_-_-_
500.0
Ft.
Inside Top Width:
----
300.0
Ft.
Top of Dike Elevation:
------------
Depth
52.50
Ft.
Finished Bottom Elevation:
-------
10.30
Ft.
42.20
Ft.
Start Pump Elevation:
-------------
19.92
In.
50.84
Ft,
Stop Pump Elevation:
------------
51.6
In.
48.20
Ft.
LAGOON VQLUME REQUIRED
VOL.
DESIGN VOLUMES
% REaD.
Storm Stor = 93750
(Cu.Ft.)
95,111
(Cu.Ft.)
101.45%
Temporary = 248911
(Cu.Ft.)
359,106
(Cu.Ft.)
144.27%
Permanent = 660960
(Cu.Ft.)
702,313
(Cu.Ft.)
106.26%
Total Volume = 1,003,621
(Cu-Ft.)
1,156,530
(Cu.Ft.)
115.24%
Min. Required Liner Thickness
-------------
1.5
Ft.
Lagoon Surface Area: (Inside TOD)
------------
150,000
S.F

rower: Eddie Brice #3 Designed By: JNT -t:v � low
Address: 2113 Main St. Checked By: DSE
Newberry, SC 29108 Date: 07/02/02
County: Duplin Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN 3 k --� 5c�
FARM INFORMATION
Farm
Population:
Nursery:
-------------------
0
Finishing:
-------------------
4896
Hd.
Farrow to weanling:
-------------------
0
Farrow to feeder:
-------------------
0
Farrow to finish:
-------------------
0
Boars:
-------------------
0
Storage Period:
-------------------
180
Days
25 Yr. / 24 Hr Storm Event
-------------------
7.5
In.
"Heavy Rain" Factor
Not Applicable
0.0
Rainfall in Excess of Evaporation
-------------------
7.0
In.
Additional Water Usage:
-------------------
0
Additional Drainage Area:
-------------------
0
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape?
(Y/N)
------------
N
Does Operator Want Emergency Spillway?
(Y/N)
------------
N
Is This Design for an Existing Farm?
(Y/N)
------------
Y
Is Drain Tile Req'd to Lower SHWT?
(Y/N)
------------
N
Seasonal High Water Table Elev:
-------------------
46.00
Ft.
Freeboard:
-------------------
1.0
Ft.
Emergency Spillway Flow Depth:
Not Applicable
0.3
Ft.
Side Slopes:
-------------------
3
:1 (H:V)
Inside Top Length:
-------------------
500.0
Ft.
Inside Top Width:
-------------------
300.0
Ft.
Top of Dike Elevation:
---------------
Depth
52.50
Ft.
Finished Bottom Elevation:
---------------
10.30 Ft.
42.20
Ft.
Start Pump Elevation:
---------------
19.92 In.
50.84
Ft.
Stop Pump Elevation:
---------------
51.6 In.
48.20
Ft.
LAGOON VOLUME REQUIRED VOL.
Storm Stor =
Temporary =
Permanent =
Total Volume =
93750 (Cu.Ft.)
248911 (Cu.Ft.)
660960 (Cu.Ft.)
1,003,621 (Cu.Ft.)
Min. Required Liner Thickness
Lagoon Surface Area: (Inside TOD)
DESIGN VOLUMES
% REQ'D.
95,111 (Cu.Ft.) 101.45%
359,106 (Cu.Ft.) 144.27%
702,313 (Cu.Ft.) 106.26%
1,156,530 (Cu.Ft.) 115.24%
1.5 Ft.
150,000 S.F.

Grower: Eddie rice - 3 Designer) By: JNT
Address: 2113 Main St. Checked By: DSE
Newberry, SC 29108 Date: 07/02/02
County: Duplin Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
LAGOON STAGE
-AREA VOLUMES
Contour
Elevation (FT.)
Area SF
Incr. Vol. (Cu. FT)
C mul. Vol. Cu. FT
42.20
104,379
43.00
107,649
84,811
84,811
44.00
111,801
109,725
194,536
45.00
116,025
113,913
308,449
46.00
120,321
118,173
426,622
47.00
124,689
122,505
549,127
48.00
129,129
126,909
676,036
49.00
133,641
131,385
807,421
50.00
138,225
135,933
943,354
51.00
142,881
140,553
1,083,907
52.00
147,609
145,245
1,229,152
52.50
150,000
74,402
1,303,555
These volumes were calculated using the vertical average end area method.
TOTAL REQD VO
1,003,621
CF
CUMULATIVE
VOL.
ZONE VOL.
115.24%
END PUMP = = =
48.20
FT
702,313 CF
TR'MT
702,313
106.26%
START PUMP = =
50.84
FT
1,061,419 CF
TEMP
359,106
144.27%
MAX STORAGE =
51.50
FT
1,156,530 CF
STORM
95,111
101.45%
Murphy -Brown, LLC Engineering P.O. Box 856 ,Warsaw, NC 28398 [phone]

Grower: Eddie Brice #3 Designed By: JNT
Address: 2113 Main St. Checked By: DSE
Newberry, SC 29108 Date: 07/02/02
County: Duplin Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
nimal Type apacity ALW cu. . Ib = otal
Nursery
0
30
1.00
0
Finishing
4,896
135
1.00
660,960
Farrow to weanling
0
433
1.00
0
Farrow to feeder
0
522
1.00
0
Farrow to finish
10
1,417
1.00
0
Boars
1 0
400
1.00
0
Total Required Treatment Volume (cu. ft.)=
Sludge Storage Volume:
66U,96U
Animal Type Capacity ALW cu. . Ib = Total
Nursery
0
30
0.00
0
Finishing
4,896
135
0.00
0
Farrow to weanling
0
433
0.00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
0
1,417
0.00
0
Boars
0
400
0.000
0
Total Required Sludge Storage Volume (cu. ft.)=
Temporary -Storage Volume:
Manure Production:
0
Animal Type Capacity Sto. Period . day) = Total
Nursery
0
180
0.30
0
Finishing
4,896
180
1.37
1,207,354
Farrow to weanling
0
180
4.39
0
Farrow to feeder
0
180
5.30
0
Farrow to finish
01
180
14.38
0
Boars
0
1 180
4.06
0
Excess Fresh Water:
I
Total Manure Production (gals.)=
Total Manure Production (cu.ft.)=
9,1U%,354
161,411
jAnimal Type Capacity Sto. Period . day) = Totai
Nursery
0
180
0.20
0
Finishing
4,896
180
0.00
0
Farrow to weanling
0
180
2.90
0
Farrow to feeder
0
180
3.50
0
Farrow to finish
0
180
9.50
0
Boars
0
180
2.70
0
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=
v
U
0
10) 289-2111

Grower: Eddie Brice #3 Designed By: JNT
N Address: 2113 Main St. Checked By: DSE
Newberry, SC 29108 Date: 07/02/02
County: Duplin Sheet 4 of 7
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft
Vol.= (150000 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)=
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (150000 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 25Yr.-24Hr. Storm Event (cu.ft)=
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (150000 sq.ft + 0 sq.ft.) * 0.0 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) _
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
87,500
93,750
Total Required Storm Storage
(25 Yr. / 24 Hr. Storm + "Heavy Rain") = 93,750 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess) = 248,911 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 660,960 (CU.FT)
TOTAL REQUIRED VOLUME = 1003621 (CU.FT.)
P.O. Box 759, Rose Hill NC 28458 [phone]
0

Grower: Eddie Brice #3 Designed By: JNT
Address: 2113 Main St. Checked By: DSE
Newberry, SC 29108 Date: 07/02/02
County: Duplin Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation -------------------
52.50
FT.
Emergency Spillway Crest Elevation -------------------
Not A
Applicable
Top of 25 yr/24 hr Storm Storage -------------------
51.50
FT.
Top of "Heavy Rain" Storage -------------------
Not
Applicable
Start Pump Elevation -------------------
50.84
FT.
End Pump Elevation -------------------
48.20
FT.
Top of Sludge Storage -------------------
Not
Applicable
Seasonal High Watertable Elev.-------------------
46.00
FT.
Finished Bottom Elevation -------------------
42.20
FT.
Inside Top Length -------------------
500.00
FT.
Inside Top Width -------------------
300.00
FT.
Side Slopes -------------------
3:1
H:V
Lagoon Surface Area -------------------
150,000
SF
Min. Liner Thickness (if required) -------------------
1.5
FT.
Freeboard Depth -------------------
1.00
FT.
Temporary Storage Period -------------------
180
Days
Zone Depths:
TOTAL DESIGN VOLUME = 1156530 (CU.FT.)
Treatment / Sludge Storage Zone Depth ----------- 6.0 FT.
Temporary Storage Zone Depth ----------- 2.6 FT.
Freeboard / Storm Storage Zone Depth ----------- 1.7 FT.
Total Lagoon Depth ----------- 10.3 FT.
Murphy Family Farms

e
Grower: Eddie Brice #3 Design JNT
Address: 2113 Main St. Checke DSE
Newberry, SC 29108 Date: 07/02/02
County: Duplin Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV = 52.50
/ 1 1
/ 1 TOP OF STORM ELEV = 51.50 / 1
1 /
1 /
STRT PMP EL.= 50.84 1 TOP OF TEMP STORAGE ELEV = 50.84 /
1 /
END PMP EL. = 48.20 1 TOP OF TREAT ELEV = 48.20 SHWT = 46.00
1 /
1 /
FINISHED BOTTOM ELEV = 42.20
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

Grower: Eddie Brice #3 Designed By: JNT
Address: 2113 Main St. Checked By: DSE
Newberry, SC 29108 Date: 07/02/02
County: Duplin Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the North Carolina
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
NOTE: See attached Waste Utilization Plan
DESIGNED: 2
� 1
DATE: Z Z
COMMENTS:

•
:�'
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 (91 u) 289-2111

iN
:1
t1�ir�5ri�= RECEIVED
N WATER QUOLVTY SECTION
p 1 1997

A -E
C-5-ce,
PERMANENT TIC i G—!:'
t I hi h 4957; Cu Ft
0 R 43 E
c; f a ri rn ft f waste -Er d4y Cu Ft
pe- :000 ibs aF-,irna, wt. x '8 0 d
F,9,5 Cu Ft
;-, 6f sq. ft. sur"a-ze ar2a pc---
RAINFALL -- YR. I I-A'.--
-f . t; 101460 s-c'. of surface area eper 1 Z"ryes- f t . 63413 Cu Ft
-3:3 7 7 7 Ft
Cu
Yds
T"-:-,'AL
L. ty.
Y d
D Z 5 zS,27- 5 C)
C. u
F t
Cu
Ft
4694-1
Cu
Ft
C"F FILL 5- 1 175-
C Li
F t
1911-8
Yds
C U T C, ,-ALL R A T IC!
-ro
CL,
y d
51vdja Y+vraja n v-f com pv 'ked af- IaAd own ocr rej veilf'.
'51tid9e. will b e, rem Ov,&d cu ne6decl-
/Va are prwenl- *-i i%es c. an s f r v ur,i e,

NAt.IE: Jarnes E. Brice
i_PEFAT113N ANI'D MAINTLNANCE
This lagoon is des i oned for waste treatment with i-il i n i mum cidor
control. The tirtiw required for the rTanned fluid 1evQ1 to be
reached may vary due to so i 1 conditions.. f i ush i ng operations, and
the zu-jount _ F-Presh water aulded Lo the systrrn.
Land application of was -we '.eater is i ecogn i zad as an acceptable
. method .if dispe-sal . Ir-r-i:3wtion by center" pivot, solid set or -
traveler is the preferred and most- 'efficient :Meths--d to alispose of
the effluent fro-M the lagoon. Care should be taken when atop lv i n•a
waste t„ prevent damage tb the crops and to prevent runc.ff frorn
the f i e l ds .
The following i terns are t+_, be carries-! out:
1. Ie_-:I i n pump-r,ut of the lagoon when f l u i d level reaches i nver 4
of the outlet pipes or at a pre -determined elevation. j51ty. 43,5r
2. Step pump -out before the lagoon depth, is less than 6 feet
deep or at a pre -determined depth. (This prevents the loss of
favorable bacteria) 51ev. 40.Y'
The recommended amount to: apply per i r-r i-gat i orn is one inch,
and maximum rec:t�nmended application rate is 0.5 inch; pier hour.
4. It is recommended that the treatment lagoon be precharged to
1/2 its capacity to prevent excessive odors dear i n; L'eg i nn i ng
stages of the oporat i ors. Pr-echa,r,g i rig reduce=- the co,ncentrat i on of
the initial was-ce enter iris the 1 asoon ther�nby r-educ i r;;j c4dor=_
Sul ids shdouId `'e covered with '.rater at all times.
r�. Keep vegetation on the embankment and areas around the l a-,go,c,n
and buildings mewed.
r:. Repair any eroded areas and establish in vegetatiL'n.
7. The Clean Water Act of 15177 prohibits the d i sc har-R e of
pry I I utants i nt-j- ,raters of the Ur; i ted States. The Department of
Natural Resources and C:omrnun i lty Development (DNQCD) , Wastewater..
Management Section, has the responsibility for enforcing tr=i s
Iaw.
8. All surface water is to be diverted fr•orn the lagoon to an
adequate and stable outlet.
CERTIFICATION
I hereby certify that I understand the operation and maintenance
requirements stated above. Furthermore, I understand how many
acres are required in -order to land apply the waste and that
the I agoon may have, to be purped 'Z or more t i mes a year. Th i s
design -has been explained to me and I agree with all provisions
stated i.n the design. I also certify -that. -there are no residence
other-' than mine or my tenants' within 750 feet of this op'erat i on.
I understand that compliance with this design DOES NOT prevent
someone from suing ne because of nuisance or ether reasons.
S i gnatur•e ____._.______.____._..--___---Date

IIAIME. Jardes E. Br- ice
APPROXIMATE ANNUAL NITROGEN (N ) AND PHOSPHORUS (P) F'ti _ii7U4 T I�Wi w
TONS OF WASTE STORED: 720-7:
BEFORE ANY EP LUENT IS APPLIED TO THE LAND I T SHOULD 8E ANALYZED
TO DETERMINE THE EXACT NUTRIENT CONTENT. THE i`- CDA LAtORA YORY
IN RALEIGH PERFORMS WASTE ?',NAL.Yw;E YOU =;1-1O:- LI) CONTACT
AGRONOMIC SERVICES DIVISION
NC:DA , BLUE RIDGE ROAD CENTER
RALEIGH N.G. 27611
PHONE. c?19-7*33--2655
WHEN APPLYING THE EFFLUENT TO CROPLAND IT SHOULD BE DISK AND A
COVER CROP SEEDED OR A ROW C:;tOP PLANTED T'= FFVENT ERC,'SIOl`&
SOME OF THE EFFLUENT COULD D BE USED FOR IRRIGATION URPOSE:S
DURING THE GROWING SEAS+..%
LAND REQUIREMENTS FOR WASTE APPLICATION
?672 capacity Feeder to Finish operation;
Land Ava i I . Land Required
Fr_.c 55.1 ac. of cropland planted to corn _
0.0 Z .4 ac. of coastal bermudagr-ass--coast.: grazed
9.5 21.3 ac. of coastal bermudagrass--hay
0.0 44.1 a_. of fescue --grazed
140.5 percent of land required is available
0 sow
Farrow to
Feeder
operation:
Land Ava i 1.
Land Required
0
0.0
ac.
of
cropland planted to corn
0
0.0
ac.
of
coastal bermudograss--grazed
0
0.0
ac.
of
coastal bermudagr-ass--hay
0
0.0
ac.
of
fescue ---,;razed
ERROR percent of land required is available
O sow
Narrow to
Finish
operation:
Land Avail.
Land Required
D
0.0
ac.
of
cropland planted to corn
0
0.0
ac.
of
coastal bermudagrass---9razvd
0
0.0
ac.
of
Coastal bermudagrass--Hay
G
0.0
ac.
of
fescue --;gazed
ERROR percent of land required is available
BEGIN PUMPING THE EFFLUENT WHEN
THE FLUID LEVEL REACHES Bottom Outlet Pipe Elev. 43.5
------------------------------
DO NOT LOWER THE FLUID ANY
LOWER THAN .3 FT. Below Pipe Elev. 40.5
------------------------------
THE EFFLUENT SHOULD BE APPLIED AT A FATE THAT WILL. NOT CAUSE ANY
RUNOFF ONTO SURROUNDING AREAS OR LEACHING INTO THE GROUND WATER
RECOMMENDED APPPL I CATION RATE 19 0.5 INCHES PER HOUR AND THE

NAj+lE: James E. Br J r_e
SEEDIi'-;G SPECI=ICATLo,aj
AREA TO BE SEEDED
APPLY THE FOLLOWING
PAE;E=
4 AC.
4t.)70 LE;S.
`i';- 1E� JLi_:,+l.T. "r _ LIt:ESTclrlE
400 DALES 'i+ 1ALL 0,',, I N STRAW
USE THE SEED MIXTURE
INDICATED
(
}
200
LDS.
FESCUE GRASS
Seed bw,*,. w4
, usi
(
}140
LESS.
s_ T
Ghac.�G wi¢.h SC.S
(
}
200
LBS .
DAH I A GRASS
(
}
IcS.
L;_S•
r4EE_PI A;3 LC_VE GRASS
tO c1a�r.►►ir�. 'f'��,.
(
}
44.
LEIS.
HULLi_D L E�' �1Ji�A GRASS
41, Ica
(
}
10
L L.S .
LINF',UL.LEL` PERMLsDA CRASS
DIVERT ALL WATER TO A STADLE OUTLET
THE NEAREST RESIDENCE IS FT.
T.1:.M. 510.00 ELEVATION
DESCRIPI ION Na i l set in 44" gum approx. 125' West
of sta. E 1 +00 .
VERY IMPORTANT - PLEASE READ CAREFULLY
THE LAGOON AND THE AREA AROUND THE HOG HOUSES MUST DE SEEDED WITH
EITHER A TEMPORARY OR PERMANENT CRASS, DEPENDING ' N THE TIME OF THE
YEAR, WITHIN IN THIRTY (30)' DAYS FROM THE TIME THE l:UILDINGS ARE COM-
PLETED AND READY FOR USE. (WE RECOMMEND THAT THE LAGOON AREA, SIDE
SLOPES, DRAINS AND ETC.. AS WELL AS THE SIDE SLOPES OF THE PAD DE
SEEDED WITHIN FIFTEEN (15) DAYS AFTER CONSTRUCTION. THE SOIL WILL
NOT DRY OUT AS MUCH IF SEEDED WITHIN THIS TIME FRAME WHICH BILL
RESULT IN A MUCH BETTER STAND Or GRASS.) SHAPE AREA TO BE SEEDED.
INCORPORATE LIME AND FERTILIZER AND PREPARE A :3" SEEDBED. SECURE
MULCH AND FIRM SEEDBED WITH A DISK, CULTIPACKER, OR SIMILAR EQUIP.
4

DEPTH CARExa• OF TO + AREA OF BOTTOM + 4 X AREA OF W SEC [ON]
VOLUME------------------------------------
_.0 7
DEPTH I L ?: W + L X 'W •1- T„ f_ ;: w I
VULUKE_ - -----•-------------'---------------------------.-..----._
s
". <.1 27
10.0 E 4581002
VOLUME ---------- -- -----
6-0 Z7
7 63 5oO.0 CU . FT.
V0L-U;''1E ----------
27. 0
VOLUME - WZ 7 7 . t CU . YDS .
7:3:3777.5 cu. ft. neesied
SIDE SLOPES 1

Murphy -Brown, LLC 11/29/2018 2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
NUTRIENT UTILIZATION PLAN
Grower(s):
Farm Name:
James E. Brice
Waycross Farm; AWS310750
Gounry: Duplin
Permit Capacity:
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Wean to Finish
Feeder to Finish 17136
Gilts
Boars
Storage Structure:
Storage Period:
Application Method:
Anaerobic Lagoon
>180 days
Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize_
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen.
Either of these conditions may result in runoff to surface waters which is not allowed
under DWR regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
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
Wean to Finish
776 gal/yr
gal/yr
17136
Feeder to Finish
927 gal/yr
15,885,072 gal/yr
Gilts
1015 gal/yr
gal/yr
Boars
2959 gal/yr
t gal/yr
Total 15,885,072 gal/yr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
Capacity Type Nitrogen Produced per Animal Total
Farrow to Wean
3.84 Ibs/yr
Ibs/yr
Farrow to Feeder
6.95 Ibs/yr
Ibs/yr
Farrow to Finish
18.86 Ibs/yr
Ibs/yr
Wean to Feeder
0.34 Ibs/yr
Ibs/yr
Wean to Finish
1.4 Ibs/yr
Ibs/yr
17136
Feeder to Finish
1.67 Ibs/yr
28,617 Ibs/yr
Gilts
1.83 Ibs/yr
Ibs/yr
Boars
5.33 Ibs/yr
Ibs/yr
Total 28,617 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: 129.75
Total N Required 1st Year: 32844.86
Total N Required 2nd Year: 0.00
Average Annual Nitrogen Requirement of Crops: 32,844.86
Total Nitrogen Produced by Farm: 28,617.12
Nitrogen Balance for Crops: (4,227.74)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2of11

Reception Area Specifications
Tract Field Irrigated Soll 1at Crop Time to 1st Crop 1st Crop Lbs N/Ac Lbs N Total Ibs N
Acreage Type Code Apply Yield Ibs N/Unit Residual /Ac Utilized
2nd Crop Time to 2nd Crop 2nd Crop Lbs NIAc Lbs N Total Ibs N
Code Apply Yield Ibs N/Unit Residual /Ac Utilized
Total
Lbs NlAc
Total Ibs N
Utilized
982
P1
30.01
Autryville
B
Mar -Sept
5.5
36.75
202.13
6065.77
K
Sept -Apr
1
50
50.00
1500.50
252.13
7566.27
982
8
1.68
Autr ville
B
Mar -Sept
5.6
36.75
202.13
339.67
K.
Sept-Api
1
50
50.00
84.00
252.13
423.57
982
9
3.35
Anti Ville
F.i
MarSe pt
5.5
36.75
202.13
677.12
K
Seat -A r
1
50
50.00
167.50
252.13
844.62
982
10
3.46
Autryville
6
Mar -Set
5.5
36.75
202.13
699.35
K
Sept -Apr
1
50
50.00
173.00
252.13
872.35
982
11
3.35
Autryville
B
Mar -Sept
5.5
36.75
202.13
677.12
K
Sept -Apr
1
50
50.00
167.50
252.13
844.62
982
'12
4.51
Autryville
B
Mar-Sel,t
5.6
3f1.75
202.13
911.58
K,
Sept -Ai,
1
5tr
50.00
225.50
252.13
1137.08
982
13
2.07
Autryville
B
Mar -Sept
5.5
36.75
202.13
418.40
K
Seut-A r
1
50
1 50.00
103.50
252.13
521.90
982
15
I M6
Autryville
B
Mar -Sept
5.5
36. 75
202.13
214.25
K
Se at -A x
1
50
50.00
53.00
252.13
267.25
982
16
3.49
Autryville
B
Mar -Set
5.5
36.75
202,13
705.42
K
Seit-Apr
1
St1
50.00
174.50
252.13
879.92
982
17
3.34
Autryville
B
Mar -Set
5.6
36.75
202.13
675.10
K
Sept -An'
1
50
50.00
167.00
252.13
842.10
982
'18
2.77
Autryville
B
Mar -Sept
5.5
36.75
202.13
559.89
K
Sept -Apr
1
50
50.00
138.50
252.13
698.39
982
19
1.24
Autryville
B
Mar -Set
5.5
36.75
202.13
250.64
K
Sept -Apt,
1
50
50.00
62.00
252.13
312.64
982
20
3.06
Au4 ville
B
Mar' -Set
5.6
36.75
202.13
618.50
K
Sept -Apr
1
50
50.00
153,00
252.13
771.50
982
21
2.31)
Autryville
B
Mar -Set
5.6
36.75
202.13
464.89
K
Se Jt-A +r
1
50
50.00
115.00
252.13
579.89
982
22
0.85
AutrVille
B
Mar -Sat
5.5
36.76
202.13
171.81
K
Sept -Apr
1
50
50.00
42.50
252,13
214.31
982
23
2.73
Autryville
B
Mar -Set
5.5
36.75
202.13
551.80
K
Sept -Apr
'1
50
50.00
136.50
252.13
688.30
982
24
2.38
Autryville
B
Mar -Set
5.5
36.75
202.13
481.06
K
Sept -Apr
1
50
50.00
119.00
252.13
600.06
982
25
1.35
Autryville
B
Mar -Set
5.5
36.75
202.13
272.87
K
Sept -Apr
1
50
50.00
67.50
252.13
340.37
982
26
4.48
Autryville
B
Mar -Set
5.5
36.75
202.13
905.52
K
Sept -Apr
1
50
50.00
224.00
252.13
1129.52
982
27
4.42
Autryville
B
Mar -Set
5.5
36.75
202.13
B93.39
K
Sept -Apr
1
50
50.00
221.00
252,13
1114.39
982
28
4.93
Autryville
B
Mar -Se t
5.5
'36.75
202.13
996.48
K
Se )t-H n'
1
50
50.00
246.50
252.13
1242.98
982
P2
2:3.04
Autryville
B
Mal -'Sept
5.5
36.75
202.13
4656.96
K
Sept -Apr
1
50
50.00
1152.00
252.13
5808.96
982
34
2.81
Autryville
B
Mar -Sept
5.5
36.75
202.13
567.97
K
Se rt-A n'
1
50
50.00
140.50
252.13
708.47
982
35
3.16
Autryville
B
Mar -Sept
5.5
36.75
202.13
638.72
K
Sept -Apr
1
50
50.00
158.00
252.13
796.72
982
36
3.54
Autryville
B
Mar -Se t
6.5
36.75
202.13
715.52
K
Sept -Apr
1
.50
50.00
177.00
252.13
892.52
982
37
3.2'i
Autryville
B
Mar -Sept
5.5
36.75
202.13
648.82
K
Sept -Apr
1
50
50.00
160.50
252.13
809.32
982
38
1.21
Autryville
B
Mar-Swt
5.5
36.75
202.13
244.57
1 K
Sept -Apr
1
50
50.00
60.50
252.13
305.07
982
39
2.99
Norfolk
B
Mar -Sept
1 8.5
34.5
224.25
670.51
K
Sept -Apr
1
50
50.00
149.50
274.25
820.01
982
40
`.p.96
Norfolk
B
Mar -Set
6.5
34.6
224.25
663.78
K
Sept -Apr
1
50
50.00
148.00
274.25
811.76
Totals: 129.75 26357.36 6487.50 32844.86
3(a) of 11

Reception Area Specifications
REM
3(b) of 11

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

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications
PAN/yr/animal Farm Total/yr
Farrow to Wean
0.8
Farrow to Feeder
0.96
Farrow to Finish
3.9
Wean to Feeder
0.07
Wean to Finish
0.27
17136 Feeder to Finish
0.34 5826.24
Gilts
0.39
Boars
0.55
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 5826.24 pounds of plant available nitrogen per year and will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
If you remove the sludge every 5 years, you will have approximately 29131.2 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 97 acreas of land. If you apply the sludge
to com at a rate of 125 pounds per acre, you will need 233.0496 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
Tract
Hydrant
Type
Crop
inlhr
982
P1
Autryville
B
0.6
982
8
Autryville
B
0.6
982
9
Autryville
B
0.6
982
10
Autryville
B
0.6
982
11
Autryville
B
0.6
982
12
Autryville
B
0.6
982
13
Autryville
B
0.6
982
15
Autryville
B
0.6
982
16
Autryville
B
0.6
982
17
Autryville
B
0.6
982
18
Autryville
B
0.6
982
19
Autryville
B
0.6
982
20
Autryville
B
0.6
982
21
Autryville
B
0.6
982
22
Autryville
B
0.6
982
23
Autryville
B
0.6
982
24
Autryville
B
0.6
982
25
Autryville
B
0.6
982
26
Autryville
B
0.6
982
27
Autryville
B
0.6
982
28
Autryville
B
0.6
982
P2
Autryville
B
0.6
982
34
Autryville
B
0.6
982
35
Autryville
B
0.6
982
36
Autryville
B
0.6
982
37
Autryville
B
0.6
982
38
Autryville
B
0.6
982
39
Norfolk
B
0.5
982
40
Norfolk
B
0.5
Application Amount
* inches
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
6of11

Additional Comments:
This plan revised to update the acreages based on a new GPS map of the fields
and irrigation equipment utilized, to update the soils to match current soils
map, and to update the production and application rates to match the current
rates as published on the NCSU Nutrient Manauement website.
7of11

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm
Owner:
Manager:
Owner/Manager Agreement:
Waycross Farm; AWS310750
James E. Brice
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. Uwe know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWR before the new
animals are stocked.
I/we understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWR upon request.
Name of Facility Owner: James E. Brice
Signature:
Name of Manager (if different ff"om owner):
Signature:
Date
Date
Name of Technical Specialist:
M. Kevin Weston
Affiliation:
Smithfield Hog Production Division
Address:
2822 Hwy 24 West, PO Drawer 856
_
Warsaw, NC 28398
Telephone:
[phone]
Signature: 7<zj
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.
3 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).
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
surface is frozen.
9of11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
Animal waste shall be applied on actively growing crops in such a manner that the crop is not
covered with waste to a depth that would inhibit growth. The potential for salt damage from
animal waste should also be considered.
10 Nutrients from waste shall not be applied in fall or winter for spring planted crops on soils with a
high potential for leaching. Waste/nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall
not be applied more than 30 days prior to planting of the crop or forages breaking dormancy.
11 Any new swine facility sited on or after October 1, 1995 shall comply with the following: The
outer perimeter of the land area onto which waste is applied from a lagoon that is a component of
a swine farm shall be at least 50 feet from any residential property boundary and canal. Animal
waste, other than swine waste from facilities sited on or after October 1, 1995, shall not be
applied closer than 25 feet to perennial waters.
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those owned by
the landowner.
14 Waste shall be applied in a manner not to reach other property and public right-of-ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by discharge
or by over -spraying. Animal waste may be applied to prior converted cropland provided the fields
have been approved as a land application site by a "technical specialist". Animal waste shall not
be applied on grassed waterways that discharge directly into water courses, and on other grassed
waterways, waste shall be applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16 Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall not be
discharged into the animal waste management system.
10of11

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

kJoycross Farm
(Br1c@ Ushw Form)
® 33.9 PSI; 175 GPM Total
(131.4 GPM Machine + 43.6 GPM End Gun)
P1
24.18 Ac. w/o End Gun
30.01 Ac. w/End Gun
End Gun Runs 184 Degrees �.
(51% of Time) P
h'
Reinke Electrogator II 2660
Machine Length 579'
End Gun Radius 100.5'
® 62 PSI; 400 GPM Total
(293.5 GPM Machine + 106.5 GPM End Gun)
Specifications: Pulls
Traveler w/Nelson 150
w/1.08" Nozzle 060 PSI
182 GPM; 300' WD
Lane Spacings 195' & 220'
Pull Pivot# Acres
8 1.68
9 3.35
10 3.46
11 3.35
"j 12 `1 .51
213 .07
15 1.06
16 3.49
17 3.34
18 2.77
19 1.24
20 3.06
21 2.30
22 0.85
23 2.73
24 2.38
25 1.35
26 4.48
27 4.42
28 4.93
34 2.81
35 3.16
36 3.54
37 3.21
38 1.21
39 2.99
40 2.96
P1 .30.01
P2 23.04
Total 129.75
rx

FEET )
1 inch = 500 ft.

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

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone *, After hours,
emergency number: [phone]. Your phone call should include: your name, facility
number, telephone number, the details of the incident from item 2 above, the exact
krcation of the facility, the location or direction of the movement of the spill, weather and
wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact total Health Department
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice / technical assistance phone number.
4. If none of the above works call 911 of the Sheriffs Department and explain your problem to
them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize offsde damage.
a. Contractors Name: 10 n �`i�c�r`� c
b. Contractors Address:
c. Contractors Phone: M 10 q b 615j
6. Contact the technical specialist who certified the lagoon (MRCS, Consulting Engineer, etc.)
a. Name: Sr.-. . I (, - Gvc J(C:r,4,
b. Phone: j r o) ))- 3
7. Implement procedures as- advised by DWQ and technical assistance agencies to rectify the
damage, repair the system, and reassess the waste management plan to keep problems
with release of wastes from happening again.

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
Flush gutters • Accumulation of solids Vlush system is designed and operated sufficiently
to remove accumulated solids from gutters as
designed
Remove bridging of accumulated solids at
discharge
Lagoons and pits . Crusted solids CX Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the crusting
of solids to a depth of no more than 6 to 8 inches
over more than 30 percent of surface
Excessive vegetative . Decaying vegetation Maintain vegetative control along banks of
growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter along
water's edge on impoundment's perimeter.
Dr,, S-. stems
Feeders Feed spillage O Design, operate, and maintain feed systems
(e.g., bunkers and troughs) to minimize the
accumulation of decaying wastage
O Clean up spillage on a routine basis (e.g., 7- to 10-
day interval during summer; 15- to 30-day interval
during winter)
AMIC - November 11, 1996, page 1

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

Swine Farm Waste Management — Odor Control Checklist
Permit No.: A0531 6360
Date: 1- 6- A3
c,
INSTRUCTIONS FOR USE Owner Signature:
♦ Odor Control Checklist is required by General Statute 143-215.10C(e)(1)
♦ Check any/all the BMPs you will implement on this facility. Items checked/selected become a requirement of the CAWMP
♦ Items in bold or pre -selected are required.
r
♦ Add any site -specific details related to the selected BMPs
♦ Include any other odor control measures not listed
♦ NOTE: Not all BMPs may be cost-effective for every facility. Evaluate each BMP prior to selecting for your facility.
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
FARMSTEAD
♦ Swine Production ❑ Maintain vegetative or wooded buffers at or
near property boundary
♦ Improper drainage ❑ Grade and landscape so water drains away
from facilities and prevent ponding
❑ Maintain farm access roads and prevent traffic
in waste application area
❑ Other BM Ps —please describe
MORTALITY MANAGEMENT
♦ Carcass ® Dispose of mortality using method approved
Decomposition by NCDA&CS State Veterinarian. Manage
According to CAWMP (Mortality Management
Checklist) and permit(s).
❑ Put carcasses in refrigerated (or freezer) dead
boxes within 24 hours for short-term mortality
storage.
♦ Incomplete Incineration ❑ Use incinerators with secondary burners for
complete combustion.
❑ Other BMPs — please describe
• Traps dust and gases, provides dilution
and visual screening
• May require third party input/approval
• Reduce odors and vectors that occur
with stagnant conditions
• Prevents spillage during transport and
tracking of waste onto public roads
• Required by statute and permit
• May require third party input/approval
• Reduce odors by complete incineration
Swine AMOC Page 1 of 6 APPROVED — 7/25/2019

Swine Farm Waste Management — Odor Control Checklist
Permit No.: A(J53) 075 0
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
HOUSE / BARN — WASTE HANDLING
♦ Flush tanks
❑ Install flush tank covers
♦ Odorous Gases
Flush pits at least 4 times per day
♦ Partial microbial
❑ Empty pits at least once every 7 days
decomposition
❑ Underfloor flush with pit ventilation
♦ Agitation of wastes
❑ Install/extend fill lines to near bottom of
tanks with anti -siphon vents
❑ Install covers on outside waste collection or
junction box
Install sump tank covers for lift stations
♦ Ammonia
Flush/recharge with treated effluent
❑ Treat waste in pits with proven biological or
chemical additive
❑ Other BM Ps —please describe
HOUSE / BARN — FLOOR AND INDOOR SURFACES
♦ Manure covered floors ❑ Scrape manure from alleys into pens daily
© Install fully slotted floor system
nstall waterers over slotted floor area
Install feeders at high end of solid floors
♦ Odorous Gases Scrape manure buildup from floors and walls
[Keep floors dry
❑ Install underfloor ventilation for drying
❑ Replace bedding/scrape at frequency to
keep bedding dry
❑ Other BMPs — please describe
• Pit -flush systems
• Pit -flush systems
• Pit -recharge or "pull -plug' systems
• Monitor for any solids accumulation in pit
• Will move with other manure via pits
• Where applicable
• Aids in animal cleanliness
• Aids in animal cleanliness
• Solid floor/bedding systems
Swine AMOC Page 2 of 6 APPROVED — 7/25/2019

Swine Farm Waste Management — Odor Control Checklist
Permit No.: -A%�,53E 1> 75 0
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
HOUSE / BARN — VENTILATION
♦ Dust Clean fans regularly — specify frequency
♦ Volatile/odorous gases �ff
Picient air movement
Install temperature and humidity sensors to
control ventilation
❑ Treat barn exhaust
❑ Other BMPs— please describe
HOUSE / BARN — FEED
• Examples: biofilters, wet scrubbing, windbreaks
• May reduce ventilation rate depending on method
♦ Dust ❑ Install feed covers
♦ Adsorbed Gases ® Keep outdoor feed storage covered except
• Required by rule 15A NCAC 02D .1802
hen necessary to add/remove feed
Minimize free -fall height of dry feed
❑ Install feed delivery downspout extenders
to the feed covers
Remove spoiled/unusable feed on regular basis
Feed pellets instead of dry meal
• May require third party input/approval
E:Y'Use feed additives
• May require third party input/approval
♦ Ammonia Use feed -reduced crude protein diet
• May require third party input/approval
❑ Other BMPs — please describe
HOUSE / BARN — GENERAL
♦ Dust /] Install temperature and humidity sensors • Maintain relative humidity at 40 to 65%
♦ Odorous Gases to control ventilation
7 Use ultraviolet light to treat indoor air
❑ Use indoor or outdoor electrostatic space • Can be used to treat exhaust air
charge system
❑ Other BMPs — please describe
Swine AMOC Page 3 of 6 APPROVED — 7/25/2019

Swine Farm Waste Management — Odor Control Checklist
Permit No.: `, . ( 675 6
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
LAGOON / WASTE STORAGE STRUCTURE
♦ Volatile Gases ® Maintain proper lagoon volume
Minimize free -fall height of waste from
discharge pipe to lagoon surface
❑ Extend discharge point of pipe to below lagoon
liquid level
Maintain proper surface area -to -volume ratio
❑ Use correct lagoon start-up procedures
❑ Aerate for odor control
® Manage sludge levels based on annual sludge
survey as required by permit
Keep spilled feed or foreign debris out of lagoon
to prevent excess sludge accumulation
❑ Install/use solids separation system
❑ Use proven biological or chemical additives
Use permeable lagoon covers (not a digester)
Use impermeable lagoon cover or
anaerobic digester
❑ Other BMPs — please describe
LAND APPLICATION
♦ Odorous gases
® Perform land application in accordance with
CAWMP
♦ Wind drift
® Pump intake near lagoon surface
Pump from second stage lagoon
Follow good neighbor policy
❑ Operate at minimum recommended pressure
❑ Increase setbacks beyond those required by
statute, rule, or permit
Swine AMOC
• Sufficient liquid volume/depth is required
for proper anaerobic treatment
• Use caution not to scour or damage lagoon liner
• Monitor for any increase in rate of solids accumulation
• Methane can be flared if not utilized
• Required by rule 1SA NCAC 02D .1802
• Avoid application on known weekends,
special days, or holidays/eves if possible
Page 4 of 6
APPROVED — 7/25/2019

Swine Farm Waste Management — Odor Control Checklist
Permit No.: A'�31y7�0
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
LAND APPLICATION (CONTINUED)
Apply during favorable wind conditions,
(especially for traveling guns or impact
sprinklers)
When practical, apply waste on sunny days
rather than cool, overcast days
E/ When possible, apply waste mid -morning to
late -afternoon
• Recommend checking predicted average hourly
wind speed within 24 hours prior to
anticipated start
• Allows for vertical dissipation of odor
• Allows for better vertical dissipation of odor
❑ For traveling guns, use taper -ring or taper -bore • Less odor and drift than ring nozzles
nozzles
❑ For traveling guns, use largest -available nozzle
that provides acceptable application uniformity
[Replace impact sprinklers with low -drift nozzles
on center pivots and linear move systems.
❑ Use hose -drag system
❑ Use injection method for waste application
❑ Other BMPs — please describe
SLUDGE DISPOSAL
♦ Odorous gases Transport sludge in covered vehicles or tankers
Apply m thin, uniform layers
Incorporate land -applied sludge as soon as
practical after application, and in accordance
with permit.
❑ Use injection method for sludge application
❑ Dewater sludge prior to application
❑ Use alternatives to land application, such as
compost, gasification, energy generation, etc.
❑ Other BMPs— please describe
• Speeds drying and prevents ponding
• Required within 48 hours or prior to next rain event,
whichever is first, for conventionally tilled
bare soils
Swine AMOC Page 5 of 6 APPROVED — 7/25/2019

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

Version —November 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
❑ ^ Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7
Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
a In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
❑ Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
re of Farm Owner/Manager
Signa re,of Technical Specialist
g-7za
-
Date
Date

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

(:; E / (J 3 Fi E 1:1 E31 (:)
DUPLIN COUNTY, NORTH CAROLINA
OWNER
JAMES BRICE
305 WAYCROSS RD
MAGNOLIA, NC 28453
CIVIL ENGINEER
CAVANAUGH & ASSOCIATES, P.A.
PO BOX 11197
WINSTON-SALEM, NC 27116
1-877-557-8923
ELECTRICAL ENGINEER
DAVID SIMS & ASSOCIATES, P.C.
108 GILES AVENUE, SUITE 100
WILMINGTON, NORTH CAROLINA 28403
[phone] / [phone] (FAX)
SHEET INDEX
C.1.1
C.2.19.1
C.2.19.2A
C.2.19.2B
C.2.19.3
C.3.1
C.3.2A
C.3.2B
C.3.3
C.3.4
C.3.4A
C.3.5
C.3.6
C.3.7
C.3.8

- COVER & SHEET INDEX
- BRICE/USHER OVERALL SITE PLAN
- BRICE/USHER HYDRAULIC PROFILE A
- BRICE/USHER HYDRAULIC PROFILE B
- BRICE/USHER SETBACKS
- INTENTIONALLY LEFT BLANK
- INFLUENT LIFT STATION DETAILS
- LEVEL CONTROL DETAILS
- MIXING STATION DETAIL
- DIGESTER DETAILS
- COVERED LAGOON DETAILS
- EROSION CONTROL DETAILS
- AREA 1000 MISCELLANEOUS DETAILS 1
- AREA 1000 MISCELLANEOUS DETAILS 2
- AREA 1000 MISCELLANEOUS DETAILS 3
EXISTING
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BEFORE YOU DIG!
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(TOLL FREE)
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IT'S THE LAW!

CAVANAU G H
Stewardship through innovation
DATE: AUGUST 18, 2023
SHEET C.1.1 PROJECT NO. BE.19.006

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ADJUST GRADING AS NEEDED TO B-2 < V / � '�1 �� / // / / / / / / / / // / / - / / �W ,� r I \ \ __ I \
ALLOW SPACE FOR DIGESTER COVER / CHL / ,� / )\ \ /, J ///�/�1 / / // pl/I ,� / // / / / / / / j � ���;( � /� , \ \\ \ ,-
ANCHOR TRENCH AND FLAT AREA FORS B-3 / / T A / - _ -il I . / // Jl 1 / / // / / / / / / / I / / / _��,) /tea"' / ILS-5B \ \ \ \ \ \
EQUIPMENT / WET WELLS (TYP.) 1 VB / o yCj �� / / / /// TP-2 / I / - /
,1 1 \ I / // / / / / /// ///// % / / FM % / / I I I � --// // // \\\ \\\ \\\ \ \\\
\ \ \ \ / p-5 /
I 1 \ \ \ \ D-2 - - FM °' / '// / / / / I \ / A0 \ \ z \ --
_ \ \ \ / / /-/ / / // / / / // W2,,T'-
--�� I I / \
iw \ \ \
\ 1-1
\ \ PIPE / / (� / �/ I[ CONTRACTOR SHALL MAKE / / - / \ / /- - \ \
/ D-1 - 1-1 - - _ __/
/ / / /// / i 1 / � -. /y / ^ �I ( - I I I I \ \ I 1 \ PIPE CONNECTIONS WITH - / /ao - J / � \ \ \
�\ \ DIGESTER - / / / I I / / 1 /ILS-5E I I 1 I \ / / � �, \ \ \ \ \ \
I \WYES AND 45° BENDS /
D-12 ( I` / / I IIII l \ \ \ \ \ 1 // / I / // /' --\ \\ NEW ANAEROBIC DIGESTER---- - ILS-6A - L 1 I l \SLG X1 1 I I � FM / 1 I I I I I \ \
TOP OF DIKE 108.00'- INV / > > �) \ \ < ) )/ / / I/ /� I 1 I ` \ \ \ \ \ \ \ \ I\ ao __�;/ / \ \ I // ./,1� \, \\ \\ \.
'' / �� ` - - - '�/ 1 /`� /�/ / \• L ;� _WIT �r / / . / 1 I I \ \ \ \ \ \ / � I \ Table 3: Mixing Station (Detail 1/C.3.3)
\ / \ / /' /��/// / (�'�\ rrl�/ / // ) o I l \ \ \ \ \ \ \ // / � I \ \
PROPOSED RAINWATER PUMP _ // / ( .� I I I / / ,/ \ \ \ / _ - -
\ \ \ AND RAINWATER OUTLET_ r ILS-6B /0 / - ,//� \ .N ( I I \ \ \ \ \ -) / 1
\\ \ INV /'i1.11.1 // /�;// I I/`� ) j) I I f / __ �I ( \ / / \ \ \ \ \ \ao _�,�--- / // J /
\ SEE DETAILS 4/C.3.6 AND \ r / - -/// j�j/ // I (/� / / / / / - ^/ / / / / I \ \ \ / / / / / v / / /
SHEET C.3.8,/ `r / I
\\ 1 \ \ \�1�\\`--I-/___%� - /(/�//// \ /(///\I I �:J/ 1 I I I ( ( / ////-__/ J I � \ \ \ v /'11 �/
\ \ / / \ \ I \\\\
\ \ / / // j`\` i// I \ ( l l III ( / / `\ \ j ' 1 /i/ /
\ / \ \ ) 11 I\ / /) / \\%\ \\ I I I / /` a0/ I0 /
\ I�/ \-/ //� /'\�/ 11 � / \ - \\ I I I I 1 1/ / / /�\ I I /C //--\\� \\ J / / / 1\ / / / ^ .�� /� / \\ Z � \ I I I I \ / / I
/ _ \---- / / / /I (\ \\\- / j /�/ \ / � / / (> �I I 1 I 1 1 I 1 / / ' ( / \ - //
// /� --- / / /11\ ^\\\� \/j// /-\ ✓/ ��/ \ / / I I / 1\� I I� j 1 1111 I� j 1 \\ I / \\ \\ //,-� I� / 1\ // /
-' / / _ ` - - - _ / / / I I \\\ \ - / / '��� / /" \ \ I I I I I / ) I I l I I I I I I / 1 \ / 0 ' / APPROXIMATE LOCATIONS I \\ ��\ /
I 1 _ / /III\\\��/// �' ) ) 1 I / / / I I ( \ \\
Finished Grade:
108.00
ft
Rim:
108.50
ft
Invert In:
99.00
ft
Bottom of Dry Well:
98.50
ft
Depth of Dry Well:
10.00
ft
Selected Pump Rate:
1,000 (1 pump)
gpm
Pump Horsepower:
7.5 hp
, Electrical Supply:
240 V
Electrical Frequency:
60 hz
Phase:
10
I(\ \ I \-- �--�� - 1 I \ \
Section
Description
Quantity
Unit
Additional Info
Gravity Waste Collection (GWC)
GWC-I-PIPE
12" HDPE (DR 17) Gravity Collection Line
1,288
L.F.
GWC-2-CO
Cleanout
5
each
Influent Lift Station & Forcemain (ILS)
ILS-IA-PS
Influent Lift Station A
-
-
11
Table 2A/C.2.19.1and Detail 1/C.3.2A
ILS-2A-INV
12" Digester Bypass Inlet A
-
-
Inv. 108.00'
ILS-3A-PIPE
12" HDPE (DR 17) Digester Bypass Pipe A
30
L.F.
ILS-4A-INV
--------
ILS-IB-PS
12" Digester Bypass Outlet A
---------------------
Influent Lift Station B
-
----------------------------
-
-
-
Inv. 107.00,
Table 2B/C.2.19.1and Detail 1/C.3.2A
ILS-2B-INV
12" Digester Bypass Inlet B
-
-
Inv. 115.00'
ILS-3B-PIPE
12" HDPE (DR 17) Digester Bypass Pipe B
45
L.F.
ILS-4B-INV
12" Digester Bypass Outlet B
-
Inv. 114.00'
- - - - - - - -
ILS-IC-PS
- - - - - - - - - - - - - - - - - - - -
Influent Lift Station C
- ----_
-
--,Inv.
-
-
- - - - - - - - - - - - - - - - - - - -
Table 2C/C.2.19.1and Detail 1/C.3.2A
ILS-2C-INV
12" Digester Bypass Inlet C
-
-
Inv. 104.25'
ILS-3C-PIPE
12" HDPE (DR 17) Digester Bypass Pipe C
41
L.F.
ILS-4C-INV
- - - - - - - -
ILS-ID-PS
12" Digester Bypass Outlet C
---------------------
Influent Lift Station D
- ----_
-
-
----------------------
-
Inv. 104.00'
Table 2D/C.2.19.1and Detail 1/C.3.2A
ILS-2D-INV
12" Digester Bypass Inlet D
-
-
Inv. 91.00'
ILS-3D-PIPE
12" HDPE (DR 17) Digester Bypass Pipe D
48
L.F.
ILS-4D-INV
- - - - - - - -
ILS-5A-FM
12" Digester Bypass Outlet D
- - - - - - - - - - - - - - - - - - - - -
6" HDPE (DR 17) Forcemain
-
----------------------------
727
-
L.F.
Inv. 90.00'
ILS-5B-FM
111
6" HDPE (DR 17) Forcemain
1,376
L.F.
ILS-5C-FM
6" HDPE (DR 17) Forcemain
1,501
L.F.
ILS-5D-FM
6" HDPE (DR 17) Forcemain
1,477
L.F.
ILS-5E-FM
8" HDPE (DR 17) Forcemain
653
L.F.
ILS-6A-INV
6" HDPE (DR 17) Forcemain Inv. Out
-
-
Inv. 104.00'
ILS-6B-INV
8" HDPE (DR 17) Forcemain Inv. Out
-
-
Inv. 104.00'
Digester (D)
D-1-DIGESTER
Proposed Digester
-
-
Table 4/C.2.19.1 and Sheet C.3.4
D-2-MS
Mixing Station
-
-
Table 3/C.2.19.1 and Sheet C.3.3
D-3-PIPE
8" HDPE (DR 17)
52
L.F.
D-4-SUMP
HDPE Sump Box Mixing System Inlet
Not used
D-S-FM
6" HDPE (DR 17) Forcemain
30
L.F.
Inv. Out 104.00'
D-6-PRA
Pump Repair Area
-
-
D-7-BAF
HDPE Baffle Underflow
-
-
Sheet C.3.4
D-8-BAF
--------
D-12-SLG
HDPE Baffle (Overflow)
---------------------
Sludge Removal Pipes (HDPE DR 17)
Not used
----------------------------
120 L.F. 3 pipes at 40 L.F. each
Level Control (LC)
LC-1-INV
Digester Inv. Out
-
-
Inv. 106.09'
LC-2-PIPE
12" HDPE (DR 17) Digester Outlet Pipe
36
L.F.
LC-3-PS
Level Control Station
Not used
LC-4-FM
6" HDPE (DR 17) Forcemain
Not used
LC-5-INV
Lagoon Invert From Digester
-
-
Inv. 105.30'
LC-6-WW
Level Control Wet Well
-
-
Table 5/C.2.19.1 and Detail 2/C.3.2B
LC-7-PIPE
12" PVC (DR 35) Digester Outlet Pipe
59
L.F.
Transfer Pump (TP)
TP-I-PUMP
Transfer Pump
-
-
Table 6/C.2.19.1 and Sheet C.3.7
TP-2-FM
14
6" HDPE (DR 17) Forcemain
4,769
L.F.
TP-3A-INV
6" HDPE (DR 17) Forcemain Inv. Out
-
-
Inv. 114.00'
TP-3B-INV
6" HDPE (DR 17) Forcemain Inv. Out
-
-
Inv. 104.00'
TP-3C-INV
6" HDPE (DR 17) Forcemain Inv. Out
-
-
Inv. 90.00'
// 1 I �\ - - - _ _ =/J / / 1 III \�� jai �� �/ / l / / I I / l / l I I I 1 / 1 \ 1 1 s� OF HDPE PLUG VALVES I /�/ /
- - - 1 1 '\\� �/ /i // l / /1 I I I \ / _FOR TRANSFER FORCEMAIN li// \ \\ / I /'
I \ \ \-___----- 1 II( \��/i / 1 ( / / // / I 1 I I) \\ \ -\ - I // ice -�
/ - J \ \ _ - _ \� _ _ / < l� / / / \l 1 1 / j I i / /) I 1 I / 1 / I \ / - / \ SHOWN, CONTRACTOR \ Table 4: Digester Data Table Table 2A: Influent Lift Station A (Detail 1/C.3.2A)
/ _ ) I \- �\� _ - / j //) ' - \ / I / / \ 1 \ % SHALL COORDINATE WITH
/ - - \ / / I I / / / \ 0 / ^FARM OWNER FOR FINAL
/ / - � _ 1 I I I I I j � ` = �// \� , // r , / / � 14 / / // / l / / l l / / / �, i i \ 0 - \ \ \\ \\ - DESIRED LOCATION
/ / /� -/ l 1 I I // ���„�� / / / / \ l / (� / l l l / /I l_
- �
/ // ///_- _ ///////11� \\ \ \ // / / / / I1-1 \ \ - \\
/l/l//// i� / /__ 111�1_/X / \ \� / / / / // � / // / / / / ^ I Cj i \ \ '_1
\ 1-1
I
/1, // //////^ - I //--\\/ / / /' / ///� / /// / / / �./ / '� \ \\ \� \� \ -I \\
A\-�---
/ ///////// \ I / / - \\\ � \ -%� 0 T v�T / j % // / / /�� ' \ Table 5: Level Control Wet Wel I \ V"� \
/ / l 1-1 ,y r�iE� / / / / ,- - � � , / / / / /o / \
_/ - ///
-//// ��/ / i// / �__- / // / // (/ \
/' / / / / \
�/ /' / / // / /' -' / / /
//jam\\�` �/ / ////// / I \
/ \
/ \ / / / / / ` // , \
\ \ \
\ \
�� \
\ \\ \ \
\\ \ \ \
Length:
350
ft
Width
230
ft
Top of Dike Elev:
108.00
ft
Operating Level Elev:
106.34
ft
Bottom Elev:
96.00
ft
Total Volume:
736,248
cf
Volume at Operating Level:
607,158
cf
S.A. @ Inside Top of Dike:
80,500
ft'
Slope:
3:1 -
Total Cut
Total Fill
Net Surplus
14,125
CY
11,932
ICYY
2,193
- -,-I / � J 25% compaction factor used for fill
/ l
\ \
A. I / ) 1 I I I l
\ \`y \ - I
I / / / s � \ \ \ \ \ \ \ -\ / / I \ \
\ \ \ \ > �__-- / / \ \ \
/ / / (/ / SCALE: 1 = 120' / / / / f // \ / - \ \ Table 6: Transfer Pum Detail 6 C 3 7 \ I'll \ L_ - _ - � / / / \
r / 11 - 120 0 120 / / / / I \ \ \ p ( / ) \\ I - \ / / \ \
\_ _/// \ I / I \- \ \ - - Design Flow: - gpm \ \ \ \ \ / / \ \ \
( / / J L_ \ I J 11 \ \ - \ \ Selected Pump Rate: 340 gpm \\ \ \ \ / l/ L = / / I \
_� � SCALE OF MAP MAY VARY ,/ / / / - � � -I \ \ Total Dynamic Head (TDH): 36 ft \ \ \ \\ � - - - - / /// // I \�
/ / \ \ \ \
/
\
\
Finished Grade:
108.00
ft
Rim:
108.50
ft
Invert In:
101.00
ft
Invert Out:
105.59
ft
Bottom of Wet Well:
100.50
ft
Depth of Wet Well:
8.00
ft
Finished Grade:
110.00
ft
Rim:
111.50
ft
Invert In:
106.00
ft
Bypass Riser:
110.50
ft
Bypass Invert Out of Wall:
108.00
ft
Bottom of Wet Well:
101.50
ft
Depth of Wet Well:
10.00
ft
Design Flow:
300
gpm
Selected Pump Rate:
460 (1 pump)
gpm
Total Dynamic Head (TDH):
28
ft
Pump Horsepower:
10 hp
Pump Speed (RPM):
1,760 RPM
Electrical Supply:
240 V
Electrical Frequency:
60 hz
Phase:
10
Impeller Diameter:
8 in.
Motor Type:
TEFC
Selected Pump:
GEA
Pump Model:
4" Hog
IShaft Length:
10 ft.
Table 2B: Influent Lift Station B
(Detail 1/C.3.2A)
Finished Grade:
117.00
ft
Rim:
118.50
ft
Invert In:
112.25
ft
Bypass Riser:
117.50
ft
Bypass Invert Out of Wall:
115.00
ft
Bottom of Wet Well:
108.50
ft
Depth of Wet Well:
10.00
ft
Design Flow:
300
gpm
Selected Pump Rate:
310 (1 pump)
gpm
Total Dynamic Head (TDH):
38
ft
Pump Horsepower:
10 hp
Pump Speed (RPM):
1,760 RPM
Electrical Supply:
240 V
Electrical Frequency:
60 hz
Phase:
1�
Impeller Diameter:
8 in.
Motor Type:
TEFC
Selected Pump:
GEA
Pump Model:
4" Hog
Shaft Length:
10 ft.
-' DUE TO METHODS OF REPRODUCTION. , f ( \ \ Pump Horsepower: 10 hp \ \ - -- \ / / I / \ \, \ \ - \
/ '1,, , , , , \ \ __ \ � --\ / / ) \ \\ \\ , \ )/ .\ ._/ �Table2D
/ // / / / / / / \ - - - - - \ \ \ \ Pump Speed (RPM): 1,760 RPM I �S I / ' / l /i /
( // / / / / l / / / \ I - - - _ , - \ / e - -Table 2C: Influent Lift Station C (Detail 1/C.3.2A)
////� I I \ \ / / I ) 1 1-1 \ \ \ \ I Electrical Supply: 240 V I I \ \ \ \l / > �/
( / �-__ /\ -n � // i-
/ 111(J l I / /-� / - - - � /,_ / \ \ \ l Electrical Frequency: 60 hz \ / \\ � / Ip) -n \ -n 03 ALL BARNS « � =
/ \ � \\\\\\, I I ) r / _l _ - I <\ \� \ = ILS-5D \- - Phase: 1� \ \ - \ _ I \\ 03 m 03 z ,-
/ -USE FLUSH TANKS \ I
/ ( I / > )) ) I I S / // _ _ - _ - - _ _� I I \ / FM \ \ Impeller Diameter: 9.5 in. I \�� ILS 5C - _ \ � o z o �- , -
/�� \ I ) � i%-,J- -, 1/ /lll IIII I I - \\ _ 1 1�� FM_ �\ o z 6'� - o � -/i /
//�/i / / //< / l \ I II I II I I - - - - ) MotorType: TEFC I l - I11\ TP-3B )�'- °-) o °' o l \ 1-1
.11
-
/ /i�i�/ / / < l l / I l I _ P \\ �I 11I INV _-\ II- o � / \ //� - _ J/
/ /ii/ / - / ✓) 1 / // TP-3A / II I I I I / M _ Selected Pum GEA \ / / 11 o / / / �/
/ //� �/ < / / // / / / / V_ � / \ \ II II \ GWC-2 / / - /
//r/ / / / / / 1 INV / III I I � ao co I \ ALL BARNS Pump Model: 3 Pontoon HP \ \ I �1\ I / - - // - \\
/ / / / / / / / \ I D rn D m D / � \ \ \ \ ILS-1 C II \ \ CO /i / -- �\ 1-1 /
/ / / / / / / // III I1 m > 9S m � � � \ / USE FLUSH TANKS \ / \� \\ \ \ \ I IIII PS \ _/ // �,-, \ \ - J
/i/ / / / / / l 7,j/ _ III II (0 z z zl CO z \ \ \ / j \ \\ ✓ \111 I \ _JbJ �\ GWC-1 -i/ / r',-� � ✓� _
11
/ / / / / / / //, _ _ o \ \\ Farm Information \ \ \ \ / \\ III - = I I PIPE / / /rl \
// / / `///// - \ III II o ; �/ 0 0 0 zoz 00 ✓ I IL-,D/ / / �\\'��\�
1 / / � \\�/,////�/ III Ill III _ _ \� V \`- \ --
1 / (\ \ llll/lj / 1-1
III / ILS-1 D ^\ \_ - _ -
\\ \ \\,��-�\�/IIII INV - �� I III <_�%%1/ / ( \\\\��\\\\
\__ \ 111 �� /ll\1 r�\�\\\\\\-
\ \ \. \ - - \\ /\III ILS-3C EXISTING LAGOON #1 I 1(r/ / i/�^ _ �� I I I I I I \\\\�\\
- 1-. III PIPE TOP OF DIKE 105.00 I I I✓ /�� �- % �1 j I j I I r \�\\\ _
\ \ \ \ \ F �// // / I EXISTING LAGOON #3 III / - - PS \ \ \ \ \ \ \ - III FREEBOARD 104.00 I IIII 1 ( � ^ _ -- -// / \ \\\\ -
/// / I -- ,
% \ \ \ �`'/// / TOP OF DIKE 91.00' II° / / \ _ -, \ ✓/ / \ \ \� \ \v -� �\ 1 ILS-4C - - 11 (/� _-, _ - / // \�
_ I INV II I(1 �/////\
_ /// \ -
\ \ , - -L /(//�/% 11 FREEBOARD 90.00' 11 Il _ GM =-NW / /\ 1 / - - \ A ✓ / / ) \ \ \ -\ \, \ \ �11 I I - _ _ _ - _ ' jl II IIII\\\ I - , -
_ _ _ \
�1��\�\ , - _- == =_=- -_=_ �✓ ) l \ / /' / \\�-\\\�I�/'\\\\\ I __-10 __105-=__ __=_- --� (I ( 11 _ _ =__
\ l^\II((\\ �/ '1 \ I / \ \/ /\- / / / / \ \ _` �\ I\II III\III I 4�105 ��/ ))1)1)I I I %��� ; _
_\ -'�\\���� \�\\ /GWC-2 ILS-2D \ �� G� /-_� I \ // / // �/ > \ \ \ /\\\\\\II`�--= ___ =10 __� \ �J/% J% / ,/ -- /� _-��
_\\ \\\k�l / INV ) /�� \ / / / / \ --� -��- \\�\\\\\�=_ = __-__-_ Z f--\ \\� ��� //% %) I %/�/// /%//
/i ��\�\���� \�\ / / CO ILS-4D k_0 -_ � I \ / / / / / / / / - 1 \\\\��_ - / 1 l / �/ /// /// // /j/ /
\ \\\\\\\�\ \ INV ILS-3D / I \ / / /^ - \\\_ -\ �---- /i \ \ / / / // / /
\ \�- \-� l�\�\\���\�\ GWC-1 I\-- / // / /' i / / `\ \ \"I \\ \ _ _ -_� / /� l` \/// ///j////j// // /� /
\ �� \�� \� PIPE PIPE / 1 /� --_ \ \ I\ \�// // // // /�/ �/ /"��\ \\ \\� �_ _- --,// 1 I \\ \/ /%//j////// // /
\ - \ \\��\\\���� - ---� \ \ \ _- / /J / / / \ \ \\ -- --- /1 \\ \ / ////// //// i -�/ / /
Farm Name:
Brice/Usher
Permit Number:
AWS310750
Permitted Capacity:
17,136
Finished Grade:
_
/
-
105.00
ft
Rim:
106.50
ft ,
Invert In:
101.00
ft ,
Bypass Riser:
105.50
ft
Bypass Invert Out of Wall:
104.25
ft
Bottom of Wet Well:
96.50
ft
Depth of Wet Well:
10.00
ft
Design Flow:
300
gpm
Selected Pump Rate:
410 (1 pump)
gpm
Total Dynamic Head (TDH):
64
ft
Pump Horsepower:
2x10 hp
Pump Speed (RPM):
1,760 RPM
Electrical Supply:
240 V
Electrical Frequency:
60 hz
Phase:
1�
Impeller Diameter:
8 in.
Motor Type:
TEFC
Selected Pump:
GEA
Pump Model:
4" High Pressure
Shaft Length:
10 ft.
/
//
//
/
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I\ •
/
//
11
11
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-
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/
,
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-
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-� - ,_
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Influent Lift Station D (Detail 1/C.3.2A) / / / ,'
Finished Grade:
93.00
ft
Rim:
94.50
ft
Invert In (South):
89.00
ft
Invert In (North):
89.00
ft
Bypass Riser:
93.50
ft
Bypass Invert Out of Wall:
91.00
ft
Bottom of Wet Well:
84.50
ft
Depth of Wet Well:
10.00
ft
Design Flow:
300
gpm
Selected Pump Rate:
350 (1 pump)
gpm
Total Dynamic Head (TDH):
67
ft
Pump Horsepower:
2x10 hp
Pump Speed (RPM):
1,760 RPM
Electrical Supply:
240 V
Electrical Frequency:
60 hz
Phase:
10
Impeller Diameter:
8 in.
MotorType:
TEFC
Selected Pump:
GEA
Pump Model:
4" High Pressure
Shaft Length:
10 ft.
/
I
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C.2.19.1
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C.2.19.2A
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4" INFLUENT LIFT STATION B
(SEE DETAIL 1/C.3.2A)
SEE NEXT SHEET
EMERGENCY BYPASS TO
EXISTING 'LAGOON #2'
RISER INV. 117.50'
WALL INV. 115.00' (ILS-2B)
RIM: 118.50'
FFE: 118.00' FFE: 118.00' FFE: 118.00'
FG: 117.00'
WET WELL
�
EMERGENCY BYPASS TO
EXISTING 'LAGOON
INV: 114.50'
4" INFLUENT LIFT STATION A
(SEE DETAIL 1 /C.3.2A)
RISER INV. 110.50'
WALL INV. 108.00'
(ILS-2A)
PROPOSE
(�•59• D SEADER
LOPE)
INV: 112.50'
FFE: 111.00' IFFE: 111.00' FFE: 111.00'
RIM: 111.50'
FG: 110.00'
4" INFLUENT LIFT STATION C
(SEE DETAIL 1 /C.3.2A)
I I I I I I
BOTTOM: 108.50'
INV: 107.50' PROP OSEp HEADER
(0.5q MAN SLOPE)
WET WELL
INV: 106.00'
�
FFE: 106.00' FFE: 106.00' FFE: 106.00' RIM: 106.50'
FG: 105.00'
I I I I I I
I I I I
WET WELL
INV: 102.50' PROP
(0 59' M ND SLOPE)-
PE)
INV: 101.00'
BOTTOM: 101.50'
EMERGENCY BYPASS TO
'LAGOON
EXISTING #1'
RISER INV. 105.50'
WALL INV. 104.00' (ILS-2C)
4" INFLUENT LIFT STATION D
(SEE DETAIL 1/C.3.2A)
EMERGENCY BYPASS TO
EXISTING 'LAGOON #3'
RISER INV. 93.50'
WALL INV. 91.00' (ILS-2D)
BOTTOM: 96.50'
FFE:
94.00
FFE:
94.00
RIM: 94.50
FFE: 94.00
,
FFE: 94.00
I
I FG: 93.00'
I I
I WET WELL
INV: 90.50'
PROP
INV: 90.50'
(0.5q POSED
HEADER
SLOPE) INV: 89.00'
ADER
PROPOSES NS�OPEi
M`N•
INV: 89.00' <�•5%
TOD:
TOB:
TOP OF DIKE
TOP OF BANK
SOUTH
NORTH
FFE:
FB:
FINISH FLOOR ELEVATION
FREEBOARD ELEVATION
EG:
OL:
EXISTING GRADE
OPERATING LEVEL

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SHEET NUMBER
C.2.19.2B
90 90 0 0
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EXISTING 'LAGOON #3'

SEE PREVIOUS SHEET
EMERGENCY
BYPASS FROM
INFLUENT LIFT STATION
INV. 114.00' (ILS-4B) TOD: 115.00'
�
INV: 114.00' FB: 114.00'
(TP-3A)
f
PROPOSED LEVEL
WET WELL (LC-6)
CONTROL
TOD: 108.00'
INSTALL
8" MIXING STATION
(SEE DETAIL 1/C.3.3)
RIM:108.50'
HDPE COVER (TYP) PROPOSED
SWALE
RIM:108.50'
TOD: 108.00'
VACUUM
BREAKER
OUTLET
OL: 106.34' INV: 106.09'
(LC-1)
OUTLET
105.59'
LEVEL CONTROL PIPE
(LC-7)
FB: 106.00'
INV: 105.30'
(Lc-5) -
EXISTING 'LAGOON #2'
EMERGENCY BYPASS FROM
INFLUENT LIFT STATION
INV. 104.00' (ILS-4C) TOD: 105.00'
_
INV:
0.5%
MIN. SLOPE
WET WELL
TRANSFER PUMP
(SEE SHEET C.3.7)
TOP OF STORM:
106.00'
TOP OF TEMP.
STORAGE: 105.31'
INV: 104.00' FB: 104.00'
(TP-3B)
INV: 104.00' F�
(ILS-6) INV: 103.00' ���NTRO�
PROPSED DIGESTER
EXISTING
'LAGOON-S-4-1991'
INV: 101.00'
BOTTOM:
100.50'
BOTTOM: 100.00'
DRY WELL
BOTTOM: 98.50'
8" PUMP RETURN
INV: 98.00'
EXISTING 'LAGOON #1'
TOD: TOP OF DIKE
TOB: TOP OF BANK
BOTTOM: 96.00'
BOTTOM: 96.00'
FFE: FINISH FLOOR ELEVATION
FB: FREEBOARD ELEVATION
EG: EXISTING GRADE
OL: OPERATING LEVEL
NOTE:
EMERGENCY BYPASS
INFLUENT LIFT
FROM
STATION
INVERTS OF EXISTING GRAVITY PIPING ARE
APPROXIMATED BASED ON BEST
AVAILABLE SURVEY INFORMATION
INV. 90.00
ILS-4D
BOTTOM: 90.50'
INV: 90.00'
(TP-3C)
FB: 90.00'

NOW OR FORMERLY
NOW OR FORMERLY
D. M. FARMS OF ROSE HILL, LLC
BRICE, JAMES EDWARD
& /
DUPLIN CO. PIN: 246100336868
\/
/
WIFE MARY C BRICE
DUPLIN CO. PIN:
DEED: 1179/720
235900896322
\
\
DEED: 1621 /331
\ \
\
\
NOW OR FORMERLY \
BOONE, CHRISTOPHER S & WIFE
BOONE, HEATHER DREW /
DUPLIN CO. PIN: 235900981123 /
DEED: 1731 /701
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DUPLIN CO. PIN: N/A
DEED: N/A
\
NOW OR FORMERLY
BOONE, CHRISTOPHER S & WIFE
BOONE, HEATHER DREW
\ DUPLIN CO. PIN: 236900172907
\ DEED: 1731 /701
\
NOW OR FORMERLY
BRICE, JAMES EDWARD
DUPLIN CO. PIN: 246000007798
DEED: 840/761
500' DIGESTER SETBACK
FROM PROPOSED DIGESTER
TOP OF DIKE
\ /
\ \ I
\
\ 2,500' DIGESTER SETBACK
NOW OR FORMERLY
NASH JOHNSON & SONS FARMS
DUPLIN CO. PIN: 236900493708
\ \ \ \ DEED: 623/144
\
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NOW OR FORMERLY
BRICE, JAMES EDWARD
1 DUPLIN CO. PIN: 246000007798
DEED: 840/761
258'
L ---
1,500' DIGESTER SETBACK
/
/
NOW OR FORMERLY
/ I BRICE, JAMES EDWARD & WIFE MARY C. BRICE
/ DUPLIN CO. PIN: 246000220357
/DEED: 815/329
! s NOW OR FORMERLY
MURPHY, WENDELL
/ \ \ DUPLIN CO. PIN: 246000258321
\
DEED: 824/101
\
NOW OR FORMERLY \ \
BATTS, SHELTON AND WIFE DORIS M. BATTS
\ DUPLIN CO. PIN: 246000332432
DEED: 815/329 \
\
1
\
NOW OR FORMERLY \
NEWKIRK, GEORGE W. & WIFE RACHEL W. NEWKIRK
DUPLIN CO. PIN: 246000429627
DEED: 1162/652 \ \
\ 1
4,
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/ I.,
NOW OR FORMERLY /
DELILAH C. DAIL PARTNERSHIP C/O SUSAN INMAN
DUPLIN CO. PIN: 245000847859
DEED: 1672/962
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NOTE: AERIAL
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IMAGERY IS
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SCALE: 1 " = 300'
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DUE TO METHODS OF REPRODUCTION.
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SHEET NUMBER
C.2.19.3
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WHOLE OR PART
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ASSOCIATES, P.A. DO NOT COPY,
REPRODUCE, NOR DISTRIBUTE IN
WHOLE OR PART

INFLUENT HEADERS - PIPE DETAIL
DETAIL
SCALE: NOT TO SCALE

C.3.4
CONFIDENTIAL
THESE PLANS CONTAIN INFORMATION
THAT IS CONFIDENTIAL AND
PROPRIETARY TO CAVANAUGH &
ASSOCIATES, P.A. DO NOT COPY,
REPRODUCE, NOR DISTRIBUTE IN
WHOLE OR PART
SHEET NUMBER
C.3.4A
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THESE PLANS CONTAIN INFORMATION
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ASSOCIATES, P.A. DO NOT COPY,
REPRODUCE, NOR DISTRIBUTE IN
WHOLE OR PART
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