310005_Gen Permit Renewal Application_20240503

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2024, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2024.
Please do not leave any question unanswered. Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Certificate Of Coverage Number: AWS310005
2. Facility Name: Scott Farm Sites 1-4
3. Permittee's Name (same as on the Waste Management Plan): Murphy -Brown LLC
4. Permittee's Mailing Address: PO Box 856
City: Warsaw State: NC
Telephone Number: 910-293-3434 Ext. E-mail: [e-mail]
5. Facility's Physical Address: 313 Elnin Carter Ln
City: Bowdens State: NC
6. County where Facility is located: Duplin
7. Farm Manager's Name (if different from Landowner): Dave Nordi
8. Farm Manager's telephone number (include area code): 910-296-1800 Ext.
9. Integrator's Name (if there is not an Integrator, write "None"): Mumhy-Brown LLC
10. Operator Name (OIC): BaltazarPerez Arrei uin PhoneNo.: 910-271-3527
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Operation Types:
Swine
Wean to Finish
Wean to Feeder
Farrow to Finish
Feeder to Finish
Farrow to Wean
Farrow to Feeder
Boar/Stud
Gilts
Other
Swine - Wean to Finish
Cattle
Dairy Calf
Dairy Heifer
Milk Cow
Dry Cow
Beef Stocker Calf
Beef Feeder
Beef Broad Cow
Other
I-F,] lJ
Dry Poultry
Non Laying Chickens
Laying Chickens
Pullets
Turkeys
Turkey Pullet
Wet Poultr■
Non Laying Pullet
Layers
Zip: 28398-0856
Zip: 28398
OIC #: 1002653
Other Types
Horses - Horses
Horses - Other
Sheep- Sheep
Sheep - Other

13. Waste Treatment Lagoons, Digesters and Waste Storage Ponds (WSP): (Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure
Name
Structure Type I Estimated
(Lagoon/Digester/ Date
WSP) Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
'Redline"
(Inches)
PRIMARY (SCOTTA)
Lagoon
12/31/1992
Full, clay
1 L011a th
1,044, S,
%'4 p) 5 `
134,896.00..21.60
1 Q ,[,
SCOTT 4 C
Lagoon
12/31/1992
Full, clay
SECONDARY (SCOTT B)
Lagoon
12/31/1992
Full, clay
618,256.00
77,842.00
t
i -fie V-
r
2.o
ss 1
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.10C(d), either by mailing to the address below or sending it via
email to the email address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), sinned b.- the owner and a certified technical s ecialist. containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS. Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5.Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is
accurate and complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be
applicable to your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, solids separators, sludge drying system, waste transfers, etc.)
I attest that this application 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 to me as incomplete.

Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18
U.S.C. Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both
for a similar offense.)
Print the Name of the Permittee/Landowner/Signing Official and Sign below. (If multiple Landowners exist, all landowners
should sign. If Landowner is a corporation, signature should be by a principal executive officer of the corporation):
Name (Print
Signature:
Name (Prni
Signature:
Name (Print):
L Title: _ �� � Typ -1—
Date: 3 _ ���' ;)'Caq
Title:
Date:
Title:
Signature: _ Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North: Carolina 27699-1636

Facility Number: 31-0005
Grower: Scott Farm Designed By: JEO
Address: PO Box 759 Checked By: DSE
Rose Hill, NC 28458 Date: 01/12/24
County: Duplin, NC Sheet 1 of 12
ANAEROBIC DIGESTER DESIGN
FARM INFORMATION
Farm Population
Nursery:
Wean to Finish: ------------------- 14375 Hd.
Finishing: ------------------- 0
1 ai i vvv Lv vvuanling: -------------------
Farrow to feeder: -------------------
Farrow to finish: -------------------
Boars:-------------------
25 Yr. / 24 Hr Storm Event ------------------- 7.5 In.
Recycle Flush Water Volume: ------------------- 0
DIGESTER INFORMATION
Is Digester Designed as an Irregular Shape?
(Y/N)------------
y
Was This Facility Built Prior to 9/96?
(Y/N)------------
N
Is Drain Tile Req'd to Lower SHWT?
(Y/N)------------
N
Seasonal High Water Table Elev:
-------------------
0.00
Structural Freeboard:
-------------------
1.0
Ft.
Side Slopes:
-------------------
3
:1 (H:V)
From Lagoon Volume Check Contours
460.0
Ft.
contour areas see sheet 2 of 7...
230.0
Ft.
Top of Dike Elevation:
----------------
Depth
153.00
Ft.
Finished Bottom Elevation:
---------------•
12.00 Ft.
141.00
Ft.
Start Pump Elevation:
----------------
20 In.
151.33
Ft.
Stop Pump Elevation:
----------------
26.00 In.
150.83
Ft.
Top of Sludge Elevation:
----------------
132 In.
142.00
Ft.
DIGESTER VOLUMES REQUIRED VOL.
DESIGN VOLUMES
% REQ'D.
Freeboard = 66125
(Cu.Ft.)
66,453 (Cu.Ft.)
100.50%
Temporary = 0
(Cu.Ft.)
49,168 (Cu.Ft.)
7.13%
Operational = 690,000
(Cu.Ft.)
689,043 (Cu.Ft.)
99.86%
Sludge = 0
(Cu.Ft.)
76,750 (Cu.Ft.)
Total Volume = 690,000
(Cu.Ft.)
881,414 (Cu.Ft.)
127.74%
Lagoon Surface Area: (Inside TOD)
105,800 S.F.
Smithfield Hog Production Engineering P.O. Box 856, Warsaw, NC 28398 [phone]

Facility Number: 31-0005
Grower: Scott Farm Designed By: JEO
Address: PO Box 759 Checked By: DSE
Rose Hill, NC 28458 Date: 01/12/24
County: Duplin, NC Sheet 2 of 12
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: ®Cu. Ft.
DIGESTER
STAGE -AREA VOLUMES
Contour
Elevation (FT.)
Area SF Incr.
Vol. (Cu. FT)
Cumul. Vol. (Cu. FT)
141.00
54,352
20,382
142.00
58,384
56,368
76,750
143.00
62,560
60,472
137,222
144.00
66,880
64,720
201,942
145.00
71,344
69,112
271,054
146.00
75,952
73,648
344,702
147.00
80,704
78,328
423,030
148.00
86,000
83,352
506,382
149.00
89,816
87,908
594,290
150.00
93,704
91,760
686,050
151.00
97,664
95,684
781,734
152.00
101,696
99,680
881,414
153.00
105,800
103,748
985,162
These volumes were calculated using the vertical average end area method
TOTAL REQD VOL
1,355,310
CF
CUMULATIVE
VOL.
ZONE VOL.
127.74%
END PUMP = = = =
150.83
FT
765,793 CF
TR'MT
689,043
0.00%
START PUMP = =:
151.33
FT
814,961 CF
TEMP
49,168
99.86%
MAX STORAGE =
152.00
FT
881,414 CF
STORM
66,453
7.13%
Smithfield Hog Production Engineering P.O. Box 856, Warsaw, NC 28398 [phone]

Grower: Scott Farm
Address: PO Box 759 Checked By: DSE
Rose Hill, NC 28458 Date: 01/12/24
County: Duplin, NC Sheet 3 of 12
WASTE STORAGE POND DESIGN 2nd STAGE
FARM INFORMATION
Nursery:
Wean to Finish:
Finishing:
i ai i vvv Lv vvuanling:
Farrow to feeder:
Farrow to finish:
Boars:
Storage Period:
100 Yr. / 24 Hr Storm Event
"Heavy Rain" Factor
Rainfall in Excess of Evaporation
Additional Water Usage:
Additional Drainage Area:
STORAGE INFORMATION
Farm Population:
Not Applicable Even if Value Shown
14375 Hd.
0
180 Days
7.5 In.
0
7 In.
0
0
Is Storage Pond Designed as an Irregular Shape? (Y/N)------------ Y
Does Operator Want Emergency Spillway?
(Y/N)------------ N
Was This Design Built Prior to 9/96?
(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 Even if Value Shown
0
Side Slopes:
-------------------
3
:1 (H:V)
From Lagoon Volume Check Contours
0.0
contour areas see sheet 2 of 7...
0.0
Top of Dike Elevation:
---------------- Depth
153.00
Ft.
Finished Bottom Elevation:
---------------• 10.30 Ft.
142.70
Ft.
Start Pump Elevation:
---------------- 19.92 In.
151.34
Ft.
Stop Pump Elevation:
---------------- 99.6 In.
144.70
Ft.
CHECK PUMPING ELEVATIONS!!!
STORAGE VOLUME REQUIRED VOL. DESIGN VOLUMES % REQ'D.
Storm Stor =
87832 (Cu.Ft.)
87,743
(Cu.Ft.)
99.90%
Temporary =
750887 (Cu.Ft.)
770,737
(Cu.Ft.)
102.64%
Permanent =
0 (Cu.Ft.)
351,645
(Cu.Ft.)
Total Volume =
838,719 (Cu.Ft.)
1,210,124
(Cu.Ft.)
144.28%
90 Temporary Storage Volume Elevation = 146.44 Ft. 78.72 In.
Lagoon Surface Area: (Inside TOD)------------------- 140,531 S.F.
Smithfield Hog Production Engineering P.O. Box 856, Warsaw, NC 28398 [phone]

Grower: Scott Farm #2 Lagoon (A) 3137 Designed By: JEO
Address: PO Box 759 Checked By: DSE
Rose Hill, NC 28458 Date: 01/12/24
County: Duplin, NC Sheet 4 of 12
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: Cu. Ft.
STORAGE POND STAGE -AREA VOLUMES
Contour
Elevation (FT.)
Area SF
Incr. Vol. (Cu. FT)
142.70
91,565
143.00
92,875
27,666
144.00
97,328
95,101
145.00
101,851
99,589
146.00
106,442
104,147
147.00
111,103
108,773
148.00
115,833
113,468
149.00
120,634
118,233
150.00
125,502
123,068
151.00
130,440
127,971
152.00
135,449
132,944
153.00
140,531
137,990
Cumul. Vol. (Cu.
159,165
186,831
281,932
381,521
485,668
594,440
707,909
826,142
949,210
1,077,180
1,210,124
1,348,114
These volumes were calculated using the vertical average end area method.
TOTAL READ VOL
1,355,310
CF
CUMULATIVE
VOL.
ZONE VOL. 144.28%
END PUMP = = = =
144.70
FT
351,645 CF
TR'MT
351,645
START PUMP = =:
151.34
FT
1,122,381 CF
TEMP
770,737 102.64%
MAX STORAGE =
152.00
FT
1,210,124 CF
STORM
87,743 99.90%
Smithfield Hog Production Engineering P.O. Box 856, Warsaw, NC 28398 [phone]

Grower: Scott Farm Designed By: JEO
Address: PO Box 759 Checked By: DSE
Rose Hill, NC 28458 Date: 01/12/24
County: Duplin, NC Sheet 5 of 12
MINIMUM REQUIRED VOLUME CALCULATIONS DIGESTER
Permanent Storage:
Required Treatment Volume:
Animal Type Capacity (cu.ft./hd) = Total
Wean to Finish
14,375
48.00
690,000
Finishing
0
50.00
0
Total Required Treatment Volume (cu. ft.)=
Sludge Storage Volume:
690,000
Animal Type Capacity ALW (cu.ft./lb) = Total
Wean to Finish
14,375
115
0.00
0
Finishing
0
135
0.00
0
Total Required Sludge Storage Volume (cu. ft.)=
No Storm Storage Unless a Partial Cover Digester:
Vol.=(Digester Surf. Area + Addt'I Drainage Area) * 100Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (105800 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 100Yr./24Hr. Storm Event (cu.ft)=
No "Heavy Rain" Storage Unless a Partial Cover Digester:
Vol.=(Digester Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (105800 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)
0
66,125
Total Required Storm Storage
(100Yr. / 24Hr. Storm +'Heavy Rain')= 66,125 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 690,000 (CU.FT)
TOTAL REQUIRED DIGESTER VOLUME = 756125 (CU.FT.)
w
0

Grower: Scott Farm Designed By: JEO
Address: PO Box 759 Checked By: DSE
Rose Hill, NC 28458 Date: 01/12/24
County: Duplin, NC Sheet 6 of 12
Temporary Storage Volume:
Manure Production:
Animal Type Capacity Sto. Period = Total
Wean to Finish
14,375
180
1.17
3,019,613
Finishing
0
180
1.40
0
Total Manure Production (gals.)= 3,019,613
Total Manure Production (cu.ft.)= 403,692
Excess Fresh Water:
Animal Type Capacity Sto. Period = Total
Wean to Finish
14,375
180
0.77
1,983,836
Finishing
0
180
0.90
0
Total Fresh Water Excess (gals.)= 1,983,836
Total Fresh Water Excess (cu.ft.)= 265,219

Grower: Scott Farm Designed By: JEO
Address: PO Box 759 Checked By: DSE
Rose Hill, NC 28458 Date: 01/12/24
County: Duplin, NC Sheet 7 of 12
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation: Only in Waste Storage Pond since digester is covered
Vol.=(Digester Surface Area + Waste Storage Pond Area + Additional Drainage Area) * Rainfall / 12in./ft
Vol.= (0.0 sq.ft. + 140531 sq.ft. + 0 sq.ft.) * 7.0 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 81,976
Storm Storage: Only in Waste Storage Pond since digester is covered
Vol.=(Digester Surface Area + Waste Storage Pond Area � * 100Yr./24Hr Storm (in.)/1 2in./ft.
Vol.= (0.0 sq.ft. + 140531 sq.ft. + 0 sq.ft.) * 7.5 in.
Total Required Volume for 100Yr./24Hr. Storm Event (cu.ft)= 87,832
"Heavy Rain" Storage: Only in Waste Storage Pond when required since digester is covered
.=(Digester Surface Area + Waste Storage Pond Area + Additional Drainage Area) * Heavy Rain Factor(in) / 12in
Vol.= (0.0 sq.ft. + 140531 sq.ft. + 0 sq.ft.) * 0.0 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) = 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
0
Total Required Storm Storage
(100Yr. / 24Hr. Storm +'Heavy Rain')=
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage)=
Total Required Permanent Storage
(Treatment + Sludge) _
87,832 (CU.FT)
750,887 (CU.FT)
0 (CU.FT)
0
TOTAL REQUIRED 2nd STAGE VOLUME = 838719 (CU.FT.)
0

Grower: Scott Farm Designed By: JEO
Address: PO Box 759 Checked By: DSE
Rose Hill, NC 28458 Date: 01/12/24
County: Duplin, NC Sheet 8 of 12
Top of Dike Elevation
Top of 25Yr. / 24Hr. Storm Storage
Start Pump Elevation
End Pump Elevation
Top of Sludge Storage
Seasonal High Watertable Elev.
Finished Bottom Elevation
Inside Top Length
Inside Top Width
Side Slopes
Lagoon Surface Area
Freeboard Depth
Zone Deaths:
DIGESTER DESIGN SUMMARY
139.50 FT.
152.00 FT.
------------------- 137.75 FT.
------------------- 137.25 FT.
------------------- 142.00 FT.
------------------- 128.50 FT.
------------------- 124.00 FT.
------------------- 630.00 FT.
------------------- 260.00 FT.
------------------- 3.0:1 H : V
------------------- 163,800 SF
1.00 FT
TOTAL DESIGN VOLUME = 1781723 (CU.FT.)
Treatment / Sludge Storage Zone Depth ----------- 13.3 FT.
Temporary Storage Zone Depth ----------- 0.5 FT.
Freeboard Depth ----------- 1.8 FT.
Total Digester Depth ----------- 15.5 FT.
P.O. Box 856, Warsaw NC 28398

Grower: Scott Farm Designed By: JEO
Address: PO Box 759 Checked By: DSE
Rose Hill, NC 28458 Date: 10/18/22
County: Duplin, NC Sheet 9 of 12
STORAGE POND DESIGN SUMMARY 2nd STAGE
Top of Dike Elevation -------------------
137.59
FT.
Emergency Spillway Crest Elevation -------------------
Not
Applicable
Top of 100Yr. / 24Hr. Storm Storage -------------------
136.59
FT.
Top of "Heavy Rain" Storage -------------------
Not
Applicable
Start Pump Elevation -------------------
135.98
FT.
End Pump Elevation -------------------
130.74
FT.
Top of Sludge Storage -------------------
Not
Applicable
Seasonal High Watertable Elev.-------------------
128.50
FT.
Finished Bottom Elevation -------------------
125.38
FT.
Inside Top Length -------------------
Not
Applicable
Inside Top Width -------------------
Not
Applicable
Side Slopes -------------------
3.0:1
H:V
Lagoon Surface Area -------------------
185,011
SF
Freeboard Depth -------------------
1.00
FT.
Temporary Storage Period -------------------
180
Days
Zone Depths:
TOTAL DESIGN VOLUME = 1709154 (CU.FT.)
Treatment / Sludge Storage Zone Depth ----------- 5.4 FT.
Temporary Storage Zone Depth ----------- 5.2 FT.
Freeboard / Storm Storage Zone Depth ----------- 1.6 FT.
Total Storage Pond Depth ----------- 12.2 FT.
Smithfield Hog Production Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Scott Farm Designed By: JEO
Address: PO Box 759 Checked By: DSE
Rose Hill, NC 28458 Date: 01/12/24
County: Duplin, NC Sheet 10 of 12
ZONE ELEVATIONS DIGESTER
TOP OF DIKE ELEV = 139.50
/ \ TOP OF STORM ELEV = 152.00
/ \ TOP OF TEMP STORAGE ELEV = 137.75
START PUMP EL.= 137.7 \ TOP OF OPERATIONAL ELEV = 137.25
END PUMP EL. = 137.25 \
\ TOP OF SLUDGE ELEV = 142.00 /
FINISHED BOTTOM ELEV = 124.00
enng
P.O. Box 856, Warsaw NC 28398
SHWT = 128.50
0) 2

Grower: Scott Farm Designed By: JEO
Address: PO Box 759 Checked By: DSE
Rose Hill, NC 28458 Date: 01/12/24
County: Duplin, NC Sheet 11 of 12
ZONE ELEVATIONS STORAGE POND
TOP OF DIKE ELEV = 137.59
/ \ TOP OF STORM ELEV = 136.59 / \
START PUMP EL.= 135.9 \ TOP OF TEMP STORAGE ELEV = 135.98 /
END PUMP EL. = 130.74 \ TOP OF PERMANENT ELEV = 130 SHWT = 128.50
\ /
FINISHED BOTTOM ELEV = 125.38
ering P.O. Box 856, Warsaw NC 28398 (910) 2

Grower: Scott Farm Designed By: JEO
Address: PO Box 759 Checked By: DSE
Rose Hill, NC 28458 Date: 01/12/24
County: Duplin, NC Sheet 12 of 12
This Anerobic Digester is designed in accordance with the North Carolina Natural Resources Conservation
Service PRACTICE STANDARD 366- ANEROBIC DIGESTER, revised in September, 2018.
The Waste Storage Pond is designed in accordance with the North Carolina Natural Resources Convservation
Service PRACTICE STANDARD 313- WASTE STORAGE FACILITY, revised in December, 2017.
DESIGNED:�
DATE: 01 /12/2024
COMMENTS: The lagoon has been designed as an irregular shape. Actual contour areas
taken from the lagoon design are used to calculate the surface area and storage volume
characteristics of the lagoon. This approach ensures that rainfall capture on the lagoon is
fully accounted for and that storage volumes calculated represent actual conditions.
Elevations are based on an assumed benchmark and do not represent mean sea level datum.
1 certify, to the best of my professional knowledge, judgement, and belief, this design calculation
is in accordance with the applicable NRCS standards.
Smithfield Hog Production Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Scott Farm Site 3 Lagoon 3138 BDesigned y: EO
Address: PO Box 759 Checked By: DSE
Rose Hill, NC 28458 Date: 01/12/24
County: Duplin, NC Sheet 1 of 7
WASTE STORAGE POND DESIGN
FARM INFORMATION
Farm Population:
Nursery: -------------------
Wean to Finish: -------------------
Finishing: -------------------
Farrow to weanling: -------------------
Farrow to feeder: -------------------
Farrow to finish: -------------------
Boars: -------------------
Storage Period: -------------------
25 Yr. / 24 Hr Storm Event -------------------
"Heavy Rain" Factor Not Applicable
Rainfall in Excess of Evaporation -------------------
Additional Water Usage: -------------------
Additional Drainage Area: -------------------
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape? (Y/N)------------
Does Operator Want Emergency Spillway? (Y/N)------------
Was This Design Built Prior to Sept. 1996? (Y/N)------------
Is Drain Tile Req'd to Lower SHWT? (Y/N)------------
Seasonal High Water Table Elev: -------------------
Freeboard: -------------------
Emergency Spillway Flow Depth: Not Applicable
Side Slopes: -------------------
From Lagoon Volume Check Contours
contour areas see sheet 2 of 7...
Top of Dike Elevation: ---------------- Depth
Finished Bottom Elevation: BOTTOM E 12.30 Ft.
Start Pump Elevation: ---------------- 20.16 In.
Stop Pump Elevation: ---------------- 121.2 In.
LAGOON VOLUME REQUIRED VOL. DESIGN VOLUMES
Y
N
Y
N
0
14375 Hd.
0
0
0
0
0
180 Days
7.5 In.
7.0 In.
0
0
0.00
1.0 Ft.
3 :1 (H:V)
0.0
0.0
144.10
Ft.
131.80
Ft.
142.42
Ft.
134.00
Ft.
% REQ'D.
Storm Stor =
48651
(Cu.Ft.)
48,708
(Cu.Ft.)
100.12%
Temporary =
715472
(Cu.Ft.)
487,547
(Cu.Ft.)
68.14%
Permanent =
0
(Cu.Ft.)
82,000
(Cu.Ft.)
Total Volume =
764,124
(Cu.Ft.)
618,256
(Cu.Ft.)
80.91 %
1/2 Treatment Volume = 0 (Cu.Ft.)
1/2 Treatment Volume Elevation = 134.00 Ft.
90 Temporary Storage Volume Elevation = 138.60 Ft.
Min. Required Liner Thickness -------------------
Lagoon Surface Area: (Inside TOD)-------------------
121.20 In.
65.95 In.
1.8 Ft.
77,842 S.F.
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw, NC 28398 [phone]

Grower: Scott Farm Site 3 Lagoon 3138 (B) Designed By: JEO
Address: PO Box 759 Checked By: DSE
Rose Hill, NC 28458 Date: 01/12/24
County: Duplin, NC Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: ICu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.)
Area SF
Incr. Vol. (Cu. FT)
Cumul. Vol. (Cu.
132.10
40,854
0
133.00
42,949
37,711
37,711
134.00
45,629
44,289
82,000
135.00
48,376
47,003
129,003
136.00
51,191
49,784
178,786
137.00
54,073
52,632
231,418
138.00
57,023
55,548
286,966
139.00
60,040
58,532
345,498
140.00
63,125
61,583
407,080
141.00
66,277
64,701
471,781
142.00
69,497
67,887
539,668
143.00
72,785
71,141
610,809
144.00
76,140
74,463
685,272
144.10
77,842
7,699
692,971
These volumes were calculated using the vertical average end area method.
TOTAL READ VOL
764,124
CF
CUMULATIVE
VOL.
ZONE VOL.
80.91%
END PUMP = = = =
134.00
FT
82,000 CF
TR'MT
82,000
START PUMP = =:
142.42
FT
569,548 CF
TEMP
487,547
68.14%
MAX STORAGE =
143.10
FT
618,256 CF
STORM
48,708
100.12%
Murphy -Brown, LLC Engineering P.O. Box 856,Warsaw, NC 28398 [phone]

Grower: Scott Farm Site 3 Lagoon 3138 (B) Designed By: JEO
Address: PO Box 759 Checked By: DSE
Rose Hill, NC 28458 Date: 01/12/24
County: Duplin, NC 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
Wean to Finish
14,375
115
0.00
0
Finishing
0
135
0.00
0
Farrow to weanling
0
433
1.00
0
Farrow to feeder
0
522
1.00
0
Farrow to finish
0
1,417
1.00
0
Boars
0
400
1.00
0
Total Required Treatment Volume (cu. ft.)=
Sludge Storage Volume:
0
Animal Type Capacity ALW (cu.ft./lb) = Total
Nursery
0
30
0.00
0
Wean to Finish
14,375
115
0.00
0
Finishing
0
135
0.00
0
Farrow to weanling
0
433
0.00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
0
1,417
0.00
0
Boars
0
400
0.000
0
Total Required Sludge Storage Volume (cu. ft.)=
Temporary Storage Volume:
Manure Production:
0
Animal Type Capacity * Sto. Period d./day) = Total
Nursery
0
180
0.30
0
Wean to Finish
14,375
180
1.17
3,019,708
Finishing
0
180
1.37
0
Farrow to weanling
0
180
4.39
0
Farrow to feeder
0
180
5.30
0
Farrow to finish
0
180
14.38
0
Boars
0
180
4.06
0
Total Manure Production (gals.)=
Total Manure Production (cu.ft.)=
Excess Fresh Water:
3,019,708
403,704
Animal Type Capacity * Sto. Period d./day) = Total
Nursery
0
180
0.20
0
Wean to Finish
14,375
180
0.77
1,992,375
Finishing
0
180
0.90
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.)=
1,992,375
266,360

Grower: Scott Farm Site 3 Lagoon 3138 (B) Designed By: JEO
Address: PO Box 759 Checked By: DSE
Rose Hill, NC 28458 Date: 01/12/24
County: Duplin, NC Sheet 4 of 7
Temporary Storage Volume: (Cont.
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft
Vol.= (77842 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 45,408
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (77842 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 25Yr./24Hr. Storm Event (cu.ft)= 48,651
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (77842 sq.ft + 0 sq.ft.) * 0.0 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) = 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
0 0
Total Required Storm Storage
(25Yr. / 24Hr. Storm +'Heavy Rain')=
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) _
Total Required Permanent Storage
(Treatment + Sludge) _
TOTAL REQUIRED VOLUME = 764124 (CU.FT.)
P.O. Box 856, Warsaw NC 28398
48,651 (CU.FT)
715,472 (CU.FT)
0 (CU.FT)
10) 293-3434

Grower: Scott Farm Site 3 Lagoon 3138 (B) Designed By: JEO
Address: PO Box 759 Checked By: DSE
Rose Hill, NC 28458 Date: 01/12/24
County: Duplin, NC Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation
Emergency Spillway Crest Elevation
Top of 25Yr. / 24Hr. Storm Storage
Top of "Heavy Rain" Storage
Start Pump Elevation
End Pump Elevation
Top of Sludge Storage
Seasonal High Watertable Elev.
Finished Bottom Elevation
Inside Top Length
Inside Top Width
Side Slopes
Lagoon Surface Area
Min. Liner Thickness (if required)
Freeboard Depth
Temporary Storage Period
Zone Deaths:
------------------- 144.10 FT.
------------------- Not AI Applicable
------------------- 143.10 FT.
------------------- Not Applicable
------------------- 142.42 FT.
------------------- 134.00 FT.
------------------- Not Applicable
------------------- 0.00
------------------- 131.80 FT.
------------------- Not Applicable
------------------- Not Applicable
------------------- 3:1 H:V
------------------- 77,842 SF
------------------- 1.8 FT.
------------------- 1.00 FT.
------------------- 180 Days
TOTAL DESIGN VOLUME = 618256 (CU.FT.)
Treatment / Sludge Storage Zone Depth ----------- 2.2 FT.
Temporary Storage Zone Depth ----------- 8.4 FT.
Freeboard / Storm Storage Zone Depth ----------- 1.7 FT.
Total Lagoon Depth ----------- 12.3 FT.
P.O. Box 856, Warsaw NC 28398
10) 293-3434

Grower: Scott Farm Site 3 Lagoon 3138 (B)
Address: PO Box 759
Rose Hill, NC 28458
County: Duplin, NC
Designe JEO
Checker DSE
Date: 01/12/24
Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV =
144.10
/ \
TOP OF STORM ELEV
= 143.10
/ \
STRT PMP EL.= 142.42 \
TOP OF TEMP STORAGE ELEV = 142.42
/
END PMP EL. = 134.00 \
TOP OF TREAT ELEV =
134.00
SHWT = 0.00
\
/
FINISHED BOTTOM ELEV =
131.80
wn, LLC Engineering P.O. Box 856, Warsaw NC 28398 (910

Grower: Scott Farm Site 3 Lagoon 3138 (B) Designed By: JEO
Address: PO Box 759 Checked By: DSE
Rose Hill, NC 28458 Date: 01/12/24
County: Duplin, NC Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
NOTE: See attached Waste Utilization Plan
DESIGNED:
DATE: 01 /12/2024
COMMENTS: The lagoon has been designed as an irregular shape.
This design is update of start and stop pump elevations and to show the 1/2
treatment volume level for sludge storage. This design does not supercede the
original certification of the farm.
Elevations are based on an assumed benchmark and do not represent mean sea level datum.
/ certify, to the best of my professional knowledge, judgement, and belief, this design calculation
is in accordance with the applicable NRCS standards.
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Scott Farm Site 4 Lagoon 3139Designed y: EO
Address: PO Box 785 Checked By: DSE
Rose Hill, NC 28458 Date: 01/12/24
County: Duplin Sheet 1 of 7
WASTE STORAGE POND DESIGN
FARM INFORMATION
Farm Population:
Nursery: -------------------
Wean to Finish: -------------------
Finishing: -------------------
Farrow to weanling: -------------------
Farrow to feeder: -------------------
Farrow to finish: -------------------
Boars: -------------------
Storage Period: -------------------
25 Yr. / 24 Hr Storm Event -------------------
"Heavy Rain" Factor Not Applicable
Rainfall in Excess of Evaporation -------------------
Additional Water Usage: -------------------
Additional Drainage Area: -------------------
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape? (Y/N)------------
Does Operator Want Emergency Spillway? (Y/N)------------
Was This Design Built Prior to Sept. 1996? (Y/N)------------
Is Drain Tile Req'd to Lower SHWT? (Y/N)------------
Seasonal High Water Table Elev: -------------------
Freeboard: -------------------
Emergency Spillway Flow Depth: Not Applicable
Side Slopes: -------------------
From Lagoon Volume Check Contours
contour areas see sheet 2 of 7...
Top of Dike Elevation: ---------------- Depth
Finished Bottom Elevation: ---------------• 10.50 Ft.
Start Pump Elevation: ---------------- 21.6 In.
Stop Pump Elevation: ---------------- 48 In.
LAGOON VOLUME REQUIRED VOL. DESIGN VOLUMES
Y
N
Y
N
0
24642 Hd.
0
0
0
0
0
180 Days
7.5 In.
7.0 In.
0
0
0.00
1.0 Ft.
3 :1 (H:V)
0.0
0.0
154.50
Ft.
144.00
Ft.
152.70
Ft.
150.50
Ft.
% REQ'D.
Storm Stor =
84310 (Cu.Ft.)
102,953
(Cu.Ft.)
122.11 %
Temporary =
770730 (Cu.Ft.)
268,175
(Cu.Ft.)
34.79%
Permanent =
0 (Cu.Ft.)
673,797
(Cu.Ft.)
Total Volume =
855,040 (Cu.Ft.)
1,044,925
(Cu.Ft.)
122.21 %
1/2 Treatment Volume = 0 (Cu.Ft.)
1/2 Treatment Volume Elevation = 150.50 Ft.
90 Temporary Storage Volume Elevation = 149.30 Ft.
Min. Required Liner Thickness -------------------
Lagoon Surface Area: (Inside TOD)-------------------
48.00 In.
62.43 In.
1.5 Ft.
134,896 S.F.
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw, NC 28398 [phone]

Grower: Scott Farm Site 4 Lagoon 3139 (C) Designed By: JEO
Address: PO Box 785 Checked By: DSE
Rose Hill, NC 28458 Date: 01/12/24
Countv: Duplin Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: ICu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.)
Area SF
Incr. Vol. (Cu. FT)
Cumul. Vol. (Cu.
144.00
90,473
0
145.00
94,400
92,437
92,437
146.00
98,385
96,392
188,829
147.00
102,435
100,410
289,238
148.00
106,551
104,493
393,731
149.00
110,733
108,642
502,373
150.00
114,980
112,856
615,229
151.00
119,292
117,136
732,365
152.00
123,671
121,482
853,847
153.00
128,115
125,893
979,740
154.00
132,625
130,370
1,110,110
154.50
134,896
66,880
1,176,990
These volumes were calculated using the vertical average end area method.
TOTAL READ VOL
855,040
CF
CUMULATIVE
VOL.
ZONE VOL. 122.21 %
END PUMP = = = =
150.50
FT
673,797 CF
TR'MT
673,797
START PUMP = =:
152.70
FT
941,972 CF
TEMP
268,175 34.79%
MAX STORAGE =
153.50
FT
1,044,925 CF
STORM
102,953 122.11%
Murphy -Brown, LLC Engineering P.O. Box 856,Warsaw, NC 28398 [phone]

Grower: Scott Farm Site 4 Lagoon 3139 (C) Designed By: JEO
Address: PO Box 785 Checked By: DSE
Rose Hill, NC 28458 Date: 01/12/24
Countv: Dur lin 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
Wean to Finish
24,642
115
0.00
0
Finishing
0
135
0.00
0
Farrow to weanling
0
433
1.00
0
Farrow to feeder
0
522
1.00
0
Farrow to finish
0
1,417
1.00
0
Boars
0
400
1.00
0
Total Required Treatment Volume (cu. ft.)=
Sludge Storage Volume:
0
Animal Type Capacity ALW (cu.ft./lb) = Total
Nursery
0
30
0.00
0
Wean to Finish
24,642
115
0.00
0
Finishing
0
135
0.00
0
Farrow to weanling
0
433
0.00
0
Farrow to feeder
0
1 522
0.00
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 d./day) = Total
Nursery
0
180
0.30
0
Wean to Finish
24,642
180
1.17
5,176,463
Finishing
0
180
1.37
0
Farrow to weanling
0
180
4.39
0
Farrow to feeder
0
180
1 5.30
1 0
Farrow to finish
0
180
14.38
0
Boars
0
180
4.06
0
Total Manure Production (gals.)=
Total Manure Production (cu.ft.)=
Excess Fresh Water:
5,176,463
692,040
Animal Type Capacity * Sto. Period d./day) = Total
Nursery
0
180
0.00
0
Wean to Finish
24,642
180
0.00
0
Finishing
0
180
0.00
0
Farrow to weanling
0
180
0.00
0
Farrow to feeder
0
180
1 0.00
1 0
Farrow to finish
0
180
0.00
0
Boars
0
180
0.00
0
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=
0
0

Grower: Scott Farm Site 4 Lagoon 3139 (C) Designed By: JEO
Address: PO Box 785 Checked By: DSE
Rose Hill, NC 28458 Date: 01/12/24
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.= (134896 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 78,689
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (134896 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 25Yr./24Hr. Storm Event (cu.ft)= 84,310
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (134896 sq.ft + 0 sq.ft.) * 0.0 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) = 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
0 0
Total Required Storm Storage
(25Yr. / 24Hr. Storm +'Heavy Rain')=
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) _
Total Required Permanent Storage
(Treatment + Sludge) _
TOTAL REQUIRED VOLUME = 855040 (CU.FT.)
P.O. Box 856, Warsaw NC 28398
84,310 (CU.FT)
770,730 (CU.FT)
0 (CU.FT)
10) 293-3434

Grower: Scott Farm Site 4 Lagoon 3139 (C) Designed By: JEO
Address: PO Box 785 Checked By: DSE
Rose Hill, NC 28458 Date: 01/12/24
Countv: Dur lin Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation
Emergency Spillway Crest Elevation
Top of 25Yr. / 24Hr. Storm Storage
Top of "Heavy Rain" Storage
Start Pump Elevation
End Pump Elevation
Top of Sludge Storage
Seasonal High Watertable Elev.
Finished Bottom Elevation
Inside Top Length
Inside Top Width
Side Slopes
Lagoon Surface Area
Min. Liner Thickness (if required)
Freeboard Depth
Temporary Storage Period
Zone Deaths:
------------------- 154.50 FT.
------------------- Not AI Applicable
------------------- 153.50 FT.
------------------- Not Applicable
------------------- 152.70 FT.
------------------- 150.50 FT.
------------------- Not Applicable
------------------- 0.00
------------------- 144.00 FT.
------------------- Not Applicable
------------------- Not Applicable
------------------- 3:1 H:V
------------------- 134,896 SF
------------------- 1.5 FT.
------------------- 1.00 FT.
------------------- 180 Days
TOTAL DESIGN VOLUME = 1044925 (CU.FT.)
Treatment / Sludge Storage Zone Depth ----------- 6.5 FT.
Temporary Storage Zone Depth ----------- 2.2 FT.
Freeboard / Storm Storage Zone Depth ----------- 1.8 FT.
Total Lagoon Depth ----------- 10.5 FT.
P.O. Box 856, Warsaw NC 28398
10) 293-3434

Grower: Scott Farm Site 4 Lagoon 3139 (C)
Address: PO Box 785
Rose Hill, NC 28458
County: Duplin
Designe JEO
Checker DSE
Date: 01/12/24
Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV =
154.50
/ \
TOP OF STORM ELEV
= 153.50
/ \
STRT PMP EL.= 152.70 \
TOP OF TEMP STORAGE ELEV = 152.70
/
END PMP EL. = 150.50 \
TOP OF TREAT ELEV =
150.50
SHWT = 0.00
\
/
FINISHED BOTTOM ELEV =
144.00
wn, LLC Engineering P.O. Box 856, Warsaw NC 28398 (910

Grower: Scott Farm Site 4 Lagoon 3139 (C) Designed By: JEO
Address: PO Box 785 Checked By: DSE
Rose Hill, NC 28458 Date: 01/12/24
Countv: Duolin Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
NOTE: See attached Waste Utilization Plan
DESIGNED: �
DATE: 01/12/2024
COMMENTS: The lagoon has been designed as an irregular shape.
This design is update of start and stop pump elevations and to show the 1/2
treatment volume level for sludge storage. This design does not supercede the
original certification of the farm.
Elevations are based on an assumed benchmark and do not represent mean sea level datum.
1 certify, to the best of my professional knowledge, judgement, and belief, this design calculation
is in accordance with the applicable NRCS standards.
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]