820475_Application_20221219

December 13, 2022
CAVANAU G H
Christine Lawson
NCDEQ Division of Water Resources
1601 Mail Service Center
��CEIVE®
Raleigh, NC 27699-1601
DEC 19 2022
Subject: Farm 2104 and 2106
Facility #82-475
NC D+EQ/DWR
Central Office -
Cce
AWS820475 ---
�
Modification
Modification to Swine Digester Animal Waste Management System
Dear Ms. Lawson,
Cavanaugh & Associates, P.A., on behalf of Hd3 Farms of the Carolinas LLC, hereby submits the following
application to NCDEQ Division of Water Resources for review of the New Swine Digester Animal Waste
Management System application package for Farm 2104 and 2106. The subject project is located in
Sampson County, North Carolina.
To facilitate your review of the enclosed documentation, the following is an itemized breakdown:
1. One (1) original 'New Swine Digester Animal Waste Management System' 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 'New Swine Digester Animal Waste Management System Plans', as well as
one (1) 11"x17" set.
As marked in the 'New Swine Digester Animal Waste Management System' application form attached
with this package, Section 3.3 of the form has not been filled out because there are no proposed swine
treatment/storage structures for this project; one of the existing lagoon structures will be converted to
an anaerobic digester.
Please do not hesitate to contact our office should you have any questions, comments, or require any
additional information.
Regards,
Cavanaugh & Associates, P.A.
Jeff P. Cappadona, P.E.
Attachments
cc: Hd3 Farms of the Carolinas LLC
Cavanaugh&Associates, P.A. PO Box 11197 Winston-Salem, NC27116, 1-877-557-8923, www.cavanaughsolutions.com

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Feeding Operations Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
State Digester General Permit — Farm Digester System
1. GENERAL INFORMATION:
1.1 Facility name: Farm 2104 and 2106
1.2 Print Owner's name: Hd3 Farms of the Carolinas LLC
1.3 Mailing address: Sr 1942 2184 MJ Johnson Rd
City, State: Turkey Zip: 28393
Telephone (include area code): Fax:
Email:
1.4 Physical address: Sr 1942 2184 MJ Johnson Rd
City, State: Turkey. NC Zip: 28393
Telephone number (include area code): (} -
Latitude 34.9039970 Longitude-78.167027' (Decimal Degrees from Google Earth)
1.5 County where facility is located: Sampson
1.6 Facility location (directions from nearest major highway, using SR numbers for state roads): From the intersection of NC 24
and Union Rd. in Turkey. NC (off of Exit 364 on I-40 ). head south on Union Rd. 0.3 miles, turn left onto Wilmington Rd.
and uo 2.2 miles turn ri t onto Cornwallis Rd. and -,o 3.8 miles turn riaht onto M J Johnson Rd. and P
to 0.5 miles. the farm
entrance is on the left
1.7 Farm Manager's name (if different from Landowner): David Mixon
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: JeffCaRpadona Phone [phone] Email: jeffre• cappadona'ii�cavanau_hsolutions.com
2. OPERATION INFORMATION:
2.1 Facility number: 82-475
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.
T_\ oe of Swine No. of Animals Type of Poultry No. of Animals T,._,e of Cattle No. of Animals
❑ Wean to Feeder
® Feeder to Finish
❑ Farrow to Wean (# sow)
❑ Farrow to Feeder (# sow)
❑ Farrow to Finish (# sow)
❑ Wean to Finish (# sow)
❑ Gilts
❑ Boar/Stud
❑ Layer ❑ Beef Brood Cow
6,260 ❑ Non -Layer
❑ Turkey
❑ Turkey Poults
❑ Beef Feeder
❑ Beef Stocker Calf
❑ Dairy Calf
❑ Dairy Heifer
❑ Dry Cow
❑ Milk Cow
FORM: AWO-STATE-G-DIGESTER-7/07/2022 Page 1 of 6

❑ Other Type of Livestock on the farm:
No. of Animals:
2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): See attached Waste Utilization Plan Acres
Required Acreage (as listed in the CAWMP): See attached Waste Utilization Plan Acres
Existing Application Area (pre -construction): See attached Nutrient Utilization Plan Acres
Proposed Application Area (post -construction): Same as existing Acres
Is there a change to the existing WUP? YES or NO (circle one)
Is the Existing WUP attached? YES or NO (circle one)
Is the New (if applicable) WUP attached? YES or NO (circle one)
2.4 List and Describe all Storage/Treatment Structures Below:
a. DIGESTER or other PRIMARY TREATMENT: (double click on "Select" for drop -down menu box)
Treatment
Existing?
Name of
Treatment
Type of
Liner
Surface
Type of Cover
Ttl Capacity
Req'd
Capacity
Unit Type
(Y/N)
Unit
Material
Area
Material
(cu. Ft.)
(cu.ft.)
Digester
Y (Lagoon
Conversion)
Digester
Soil in situ
75,429
1 Synthetic (80 mil)
515,477
202,500
Select
Select
Select
Select
Select
Select
a.l Are engineering designs, drawings, specifications, and details attached? YES or NO (circle one)
b. SECONDARY TREATMENT/STORAGE: (double click on "Select" for drop -down menu box)
Name of Storage
Unit
Lagoon 2
Existing?
(YiN)
Type of Liner
Material
Surface Area
Ttl Capacity
(cu. Ft.)
Req'd Capacity
(cu.ft.)
Y
Soil in situ
73,228
528,073
518,245
Select
Select
Select
*Note: The "Total Capacity" and "Req'd Capacity" are provided based on the existing lagoon designs for this farm,
(Lagoon 1 and Lagoon 2 sealed by David S. Elkin (P.E. 4023994) on 2009-2-7)
2.5 Are KNOWN subsurface drains present within 100' of any application fields? YES or NO (circle one)
2.6 Are KNOWN subsurface drains in the vicinity or under the waste management system? YES or NO (circle one)
2.7 Does this facility meet all applicable siting requirements? YES or NO (circle one)
2.8 Describe Water Movement between Barns, Digesters, and Storage Ponds (double click on "Select" for drop -down menu
box)
Minimum Pump
Location
Pump Station or
pipe Size
Ca acit)
Plan Sheet
Gravity
Reference
GPM
TDH
Barns to Digester
Gravity
12"
C.2.9.1
Barns to Digester
Influent Lift Station
12"
1,350 (675 eacb
49
C.2.9.1
Digester to Secondary Level Control Station
6"
300
38
C.2.9.1
Select
FORM: AWO-STATE-G-DIGESTER-7/07/2022 Page 2 of 6

3.
Select
Select
Select
Select
i
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.
Armlican&Mfials
3.1 One completed and signed original of the application for Digester Animal Waste Management
System Application Form.
3.2 A general location map indicating the location of the animal waste facilities and field locations
where animal waste is land applied and a county road map with the location of the facility
indicated. L�p
N/A, see cover letter
3.3 Documentation that new digester structure(s) meets the Swine Farm Siting Act, for swine
operations.
3.3.1 Site Map. The scale of this map shall not exceed 1 inch = 400 feet.
3.3.2 All proposed digesters to occupied residences > 1500 feet OR no closer than existing setback.
Existing setback = feet
3.3.3 All proposed digesters to schools, hospitals, churches, outdoor recreational facilities, national parks, state
parks, historic properties, or childcare centers > 2500 feet OR no closer than existing setback.
Existing setback = feet
3.3.4 All proposed digesters to property boundaries > 500 feet OR no closer than existing setback.
Existing setback = feet
3.3.5 All proposed digesters to Public Water supply wells > 500 feet.
3.3.6 The map shall show the location of any property boundaries and perennial streams, or rivers located
within 75 feet of waste application areas.
3.4 One copy of all engineering documents, including, but not limited to, calculations,
equipment specifications, plan and profile drawings to scale, construction materials,
supporting equations or justifications.
3.5 A detailed narrative of the Farm Digester Animal Waste Management System.
3.6 A copy of the CAWMP which must include the following components. Some of these
components may not have been required at the time the facility was initially certified but must
be added to the CAWMP for permitting purposes:
3.6.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available Nitrogen (PAN)
produced and utilized by the facility
3.6.2 The method by which waste is applied to the disposal fields (e.g., irrigation, injection, etc.)
3.6.3 A map of every field used for land application
3.6.4 The soil series present on every land application field
3.6.5 The crops grown on every land application field
3.6.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP
3.6.7 The PAN applied to every application field
3.6.8 The waste application windows for every crop utilized in the WUP
3.6.9 The required NRCS Standard Specifications
3.6.10 A site schematic
3.6.11 Emergency Action Plan
3.6.12 Insect Control Checklist with chosen best management practices noted
FORM: AWO-STATE-G-DIGESTER-7/07/2022 Page 3 of 6

3.6.13 Odor Control Checklist with chosen best management practices noted
3.6.14 Mortality Control Checklist with the selected method noted
3.6.15 Lagoon/storage pond capacity documentation (design, calculations, etc.); please be sure to include any
site evaluations, wetland determinations, or hazard classifications that may be applicable to your
facility
3.6.16 Site Specific Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your
submittal. (Composting, waste transfers, etc.)
4. ENGINEER'S CERTIFICATION:
I, Jeff Cappadona (P.E. representing Owner's name listed in question 1.2), attest
that this application for Farm 2104 and 2106 (Facility name listed in question 1.1) has been reviewed by me and is accurate and
complete to the best f my knowledge. I understand that if all required parts of this application are not completed and that if all
required supportin iWa�id attaijunents are not included, this application package will be returned to me as incomplete.
Signature
Engineer's Seal
5. FARM OWNER/PERNIITTEE CERTIFICATION:
Date b to �'Z 13
I, David Mixon (Owner/Permittee name listed in question 1.2), attest
that this application for Farm 2104 and 2106 (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. MNFa
CERTIFICATION: (complete only if different from the Farm Owner)
1, ��40 (Manager's name listed in question 1.7), attest that this
applicat04 a d 2106 (Fa • ity name listed in question 1.1) has been reviewed by me and is accurate and complete to
the best of my­ZftnkN edge. I understand that if all required parts of this application are not completed and that if all required
supporting information • d atta, ,n;ents are not incl ed, this application package will be returned as incomplete.
Signature4- Date
NORTH CAROLINA DIVISION OF WATER RESOURCES
WATER QUALITY PERMITTING SECTION
ANIMAL FEEDING OPERATIONS PROGRAM
1636 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1636
TELEPHONE NUMBER: [phone]
FORM: AWO-STATE-G-DIGESTER-7/07/2022 Page 4 of 6

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 I 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 1 " 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: Farm 2104 and 2106
7.2 Name & complete address of engineering firm: Cavanaugh. 1213 Culbreth Dr.. Wilmington. NC 28405
Telephone: [phone] Fax: ( ) - Email: eus.simmons-a,cavanautrhsolutions.com
7.3 Name of closest downslope surface waters: Stewarts Creek
7.4 County(ies) where the animal waste management system and surface waters are located: Sampson
7.5 Map name and date: Turke.. 2019
7.6 NC Professional's Sea] (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: U T, Tp cSTEGt//li2%� �RE�,�
Classification (as established by the Environmental Management Commission):��
Proposed classification, if applicable:
Signature of regional office personnel: Date:
DocuSigned by:
(All attachments must be signed) E
� 3/4/2020
DD5C42B
Page 5 of 6

EXISTING
LAGOON
`SR1g�2�
SoN RO �
(#1) UNNAMED
SO
M TRIBUTARY TO
STEWARTS CREEK
IMM I lr7MT POPN7
(#2) UNNAMED
��TRIBUTARY TO
STEWARTS CREEK
NAME OF STREA
ISTREAM CLASS
STREAM INDEX
1
UT TO STEWARTS CREEK
C; Sw
18-68-2-10
2
UT TO STEWARTS CREEK
C; Sw
I 18-68-2-10
LATITUDE: 34°54'25.2"N '

WATERSHED CLASSIFICATION MAP
BF GRADY BIOGAS COLLECTION
FARMS 2104-2106
OWNER:HD3 FARMS OF THE CAROLINAS,LLC
CAVANAUGH
Stewwdship through ima°atim.
=ARM BARNS��
Vul
'ROPOSED'
AGESTER BASIN
-OR FARMS 2104
k 2106
EXISTING
LAGOON
LOCATION
NOT TO SCALE
Cavanaugh & Associates, P.A. 1213 Culbreth Dr.
Wilmington, NC 28403
[phone] Far: [phone] www.cavanaughsolutionS.com
PROJECT 1: BE19.006
DRAWN BY LJL
BD f: SCALE: 1"-600' I
DATE: 2020-02

�Zp/Z loc.z
-,?o I Z -t' b o1Z Pvwdv
'
ahlWV b66i1 [Q190 - - - +:mg0`m5 CS' T 1)'Z'89'8T f �taBIH o1 dmsEns a(Olmana maxg xaaz) sung x!S'�
-
L"PV t L6iliO160 mS%D T'T it-89-81 �JONO allllmaaa of aamos maxg z 4 zxz6 alza�TS i
-
"TOY K61IT01601 m5� l l-Z-89-81 aax� sungx!S o1 aamosmmg xaax� quid na i-
an11aV.EL6T1IO1L0 m5� b-01'Z'89'8T >jaax�sµwnalSofaamosmaxg------dOlga--*s�_
413V LL6ilIQ+EOi• m$� I-E-01-Z-89-81 Xaaz�szgnllnlalaamosmmg ie6xslnquypm mfj
anxlaV tlL6UIQr60j1 mS`o E-Olt-89-81 �1aax�slzamalsolaamosmaxg slaax�sxgplyy
---
laV EL6111CVLOh m 1-Z-Olt-89-81 urraTIAImzOilza-)olaamosmmg 'i—s—T-q
anllaV £L6UTQ+LO �� ms Z OT Z'89'8l Keaz� sTzamalS of aamos mmg 1 n d TIN s<xoli RO _
"IDV ' E66I116L0 m5 1 OI'Z'8 Kaaxo slxamalS oI aamos maxg I slawo llazT M9
_ _ - -
anilaVl 656i1TOPo0 m$�` 6'Z89'811 KeaxDsmgx15ayaamosmw3 �{^'zQ18TI
anllaV 6S6UIOlhO mS�1i 8-E-99-81 parosungx!Solaamosmmd zlsal�?HauazHummo-d
anllaV 6S010WO m5:D L'Z'R9'81 Kaazo sung xlS of aamos maxi zzng l[!IH
aula mS'� 1 1-9-Z-89-81 �' pazo Agmy o1 aamos moxg �Ia'MS STa?Hl �
V M111Ntr0 !r�
"13V 696111MO - - mSo l 9'Z'89-81 -10alo sung x!s of eamos moxd va-lo Aq-.L
-
an113V EL61110JLO m<� 9-E-89-81 zlaaxD sung xis of aamos mold dmsms mapxansag
-
anllaV EL6T1INL0 ms r'Z'89'811� Kaaz� sung x!s of aamos viola dummS allunza L
anllaV £L6If [O/L0 m5 a E'Z'89'8l - vw') sung x!s of aamos maid = = dwan+s axom11.0
f ping i - 40ala spi alil:xo=1 tweag
puedu� i,i� I . easy a6eizlazn zeal ade� - g 4 :ea1y a6eulezQ
weaalSlo eweN :L8 yazeeS
zeag ade� :tyseg
X aaz1salpogza;e�1

Farm 2104 and 2106 Volume Calculations
Project: Farm 2104 and 2106
Project No: BE.19.006
Date: 2022-12-13
Existin4 ConfrQuration .rForReferencel
Farm Information:
CAVANAU G H
Location: Sampson County. NC Design By: JPC
Checked By: WGS
Farm Population:
Lagoon 1:
3,130
Finishing
Lagoon 2:
3,130
Finishing
Total.
6,260
Finishing
Storage Period:
Lagoon 1:
90
Days
Lagoon 2:
90
Days
Storm and Rainfall. -
Storm (25-yr, 24-hr):
7.0
in.
Rainfall In Excess Of Evaporation:
7.0
in.
"Heavy Rain"
0.0
in.
Note: Due to the age of the farm, existing volume information is not presented here; please refer to the existing lagoon
design information on file for existing volume information
1 of 6

CAVANAU G H
Proposed Configuration Conversion of Existing 'Lagoon 1' to Digester)
Flow Path:
Bams -> Digester (Lagoon 1) -> Lagoon 2
Volumes:
Capacity = 6,260 j Finishing
Ca ci * ALW * cf/lb J= Total
Treatment Volume = 1 6,260 135.00 11.00 1845,100 jcf
Daily Inflow, Lagoon 1 =
Daily Inflow, Lagoon 2 =
lCapacily
IDanofStorageU
head*da
= Total i
3,130190
1.37
385,929
3,130
90
11.37
385,929
Total:
771,858
103.190
gallons
gallons
gallons
cf
* Note: The existing volumes shown below are provided based on the existing lagoon designs for this farm, (Lagoon 1
and Laaoon 2 sealed by David S. Elkin (P.E. #0239941 on 2009-2-27,
Volume
Re uired* cf)
Digester
(i.e. Lagoon 1)
Existing
'Lagoon 2'
Total
Required
Treatment
515,477
329,623
845,100
Slud a Storage
0
0
0
Excess Wash Water
0
0
0
Rainfall In Excess Of Evaporation
0
42,716
42,716
Storm Storage
0
42,716
42,716
"Heav Rain"
0
0
0
Dail Inflow
0
103,190
103,190
Total
516,477
518,246
1,033,722
Note: Both 'Rainfall In Excess Of Evaporation' and 'Storm Storage' are shown as Oaf for the digester
because the HDPE cover prevents rain from entering the wastewater system and therefore doesn't need to
be accounted for in these volume calculations; the rain that falls on the cover is simply pumped off of the
cover with a rainwater pump(s)
Volume
Provided* f)
Digester
(i.e. Lagoon 1)
Existing
'Lagoon 2'
Total
Provided
Treatment
515,477
329,623
845,100
Sludge Storage
0
0
0
Excess Wash Water
0
0
0
Rainfall In Excess Of Evaporation
0
42,716
42,716
Storm Storage
0
42,716
42,716
"Heavy Rain"
0
0
0
Daily Inflow
0
113,017
113,017
Total
515,477
528,073
1,043,550
Totals (cf)
Volume
Required* (cf)
Volume
Provided* (cf)
Efficiency
Treatment
845,100
845,100
100%
Sludge Storage
0
0
N/A
Excess Wash Water
0
0
N/A
Rainfall In Excess Of Evaporation
42,716
42,716
100%
Storm Storage
42,716
42,716
100%
"Hea Rain"
0
0
N/A
[Daily Inflow
103,190
1
113,017
110%
Total
1,033,722
1 1,043,550
101 %
Days of Storage:
Proposed Configuration
--Requirecl I Provided
10ailly Inflow Volume cu.ft. 103,190 113017
Days of Storage 901 99
2 of 6

CAVANAUGH
Supporting Calculations: - .
Total Renuired Treatment - Digester (Lagoon 11 Required 'Lagoon 2' Treatmen
845,100 - 515,477 329,623 of
'Lagoon 2' Total Volume
528,073
'Lagoon 2' Treatment. Rain, Storm
329,623
0
0
42,716
42,716
0
415,056
Provided 'Lagoon 2' Daily Inflow
113,017 cf
3of6

Total Temporary Stora2ee
Proposed Configuration (Conversion of Existing 'Lagoon V to Digester)
Temporary Storage Volume Re
uired* (cf)
Digester
(i.e. Lagoon 1)
Existing
'Lagoon 2'
lotal
R@Quired
Excess Wash Water
0
0
0
Rainfall In Excess Of Eva oration
0
42,716
42,716
"Heavy Rain"
0
0
0
Daily Inflow
0
103,190
103,190
Total 1
01
145,9061
145,906
Temporary Storage Volume Provided*
(cf)
Digester
(i.e. Lagoon 1)
Existing
'Lagoon 2'
I a a
Provided
Excess Wash Water
0
0
0
Rainfall In Excess Of Evaporation
0
42,716
42,716
"Heavy Rain"
0
0
0
Daily Inflow
0
113,017
113,017
Total
01
155,7341
155,734
Summary
Total Temporary Storage (cf)
Proposed Configuration
Required
Provided
Excess Wash Water
0
0
Rainfall In Excess Of Evaporation
42,716
42,716
"Heavy Rain"
0
0
Daily Inflow
103,190
113,017
Total
145,906
155,734
CAVANAUGH
4of6

Digester Magoon !' Volume
Digests ('Lagoon 1' Stage -Storage
Elevation ft
Areas
Incr. Vol W1
Cumul. Vol c
90.00
40,254
-
133,164
91.00
43,643
41,949
175,113
92.00
46,874
45,259
220,371
93.00
49,693
48,284
268,655
94.00
52,250
50,972
319,626
95.00
54,785
63,518
373,144
96.00
57,338
56,062
429,205
97.00
60,221
58,780
487,985
98.00
64,102
62,162
550,146
99.00
68,198
66,150
616,296
99.45
75,429
32,316
648,612
Digester Desired Volume: 202,500! cu ft.
Digester Operating Volume
(@ Normal Operation Elevation of 97.45): 515,477 cu ft.
% Desired: 255%
Digester (i.e. Lagoon 1) Updated Elevations:
CAVANAU G H
Note: The dimensions
and volumes shown are
provided based on the
lagoon design for the
existing Lagoon 1 on this
farm, sealed by David S.
Elkin (P.E. #023994) on
2009-2-27
(7,500 cy)
(19,092 cy)
Zone
Volume
Cumulative Vol.
Elevation
Depth (in.)
Treatment
515,477
515,477
97.45
24.00
Tern pore
0
515,477
97.45
24.00
Stone
01
515,477
97.45
24.00
Tofu of Dike Elev = 99.45
Top of Storm = 97.45' (24.00") (515,477 cf)
Top of Temp Storage Elev = 97.45' (24.00") (515,477 co (Start Pump)
Top of Treat Elev = 97.45' (24.00") (515,477 cf) (Stop Pump)
Finished Bottom Elev = 87.00'
5of6

Existin-q'La400n 2' Volume
Existin 'La oon 2Stage-Storage
Elevation fit
Areas
Incr. Vol c
Cumul. Vol c
87.00
18,318
-
16,686
88.00
26,360
22,339
39,025
89.00
33,206
29,783
68,808
90.00
37,692
35,449
104,257
91.00
41,258
39,475
143,732
92.00
44,824
43,041
186,773
93.00
48,090
46,457
233,230
94.00
51,203
49,647
282.877
95,00
54,366
52,785
335,661
96.00
67.580
55,973
391,634
97,00
61,445
59,513
451,147
98.00
65,421
63,433
514,580
99.00
69,511
67,466
582,046
99.20
73,228
14,274
596,319
Existing 'Lagoon 2' Updated Elevations:
CAVANAU G H
'`<T�rough Innovation
Note: The dimensions
and volumes shown are
provided based on the
lagoon design for the
existing Lagoon 2 on this
farm, sealed by David S.
Elkin (P.E. #023994) on
2009-2-27
Zone
Volume
Cumulative Vol.
Elevation
Depth (in.)
Treatment
329,623
329,6231
94.891
51.74
Temporary
155,734
485,3571
97.551
19.84
Storm
42,716
528,0731
98.20
12.00
Top of Dike Elev = 99.20
Top of Storm = 98.20' (12.00") (528,073 cf)
Top of Temp Storage Elev = 97.55' (19.84") (485,357 cf) (Start Pump)
Top of Treat Elev = 94.89' 51.74" 329,623 Stop Pump)
Finished Bottom Elev = 87.00'
6of6

CAVANAU G H
Stewardship Through Innovation
Farm 2104'*and 2106
Pump Statio-i
Calculations
ProjectNo.: BE.19.006
?
CAVANAUGH & AssOCIATEB, P.A. PO Box 1 1 197 WINSTON-SALEM, NO 271 16, 1-877-557-B923
WWW. CAVANAUGHSDLUTIONS.COM

Farm 2104 and 2106 Influent Lift Station
ILS
4" HP, 675 gpm each pump (1,350 gpm combined flow) @ 49'
J2
O
Pressure
25.00
50.00
75.00
100.00
psi
P1
Flow
1.00
300.00
700.00
1000.00
GPM
Day 1, 12:1
R3
EPANET 2 Pagel

Page 1 12/13/2022 4:01:53 PM
**********************************************************************
* E P A N E T
* Hydraulic and Water Quality
* Analysis for Pipe Networks
* Version 2.2
**********************************************************************
Input File: ILS Farm 2104.net
Link - Node Table:
Link
Start
End
Length
Diameter
ID
Node
Node
ft
in
----------------------------------------------------------------------
P1
Jl
R3
4704
11.16
P2
J2
J1
25
11.16
P3
J3
J1
25
11.16
P-1
R1
J2
#N/A
#N/A Pump
P-2
R1
J3
#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
203.34
8.23
8.23
0.00
P-2 100.00
----------------------------------------------------------------------
75.00
203.34
8.23
8.23
0.00
Demand
Charge:
0.00
Total
Cost:
0.00
Node Results:
Node
Demand
Head
Pressure
Quality
ID
----------------------------------------------------------------------
GPM
ft
psi
J1
0.00
148.11
64.18
0.00
J2
0.00
148.54
64.36
0.00
J3
0.00
148.54
64.36
0.00
R1
-1348.55
100.00
0.00
0.00 Reservoir
R3
1348.55
113.55
0.00
0.00 Reservoir

Page 2
Link Results:
Link
Flow
VelocityUnit
Headloss
Status
ID
GPM
fps
ft/Kft
----------------------------------------------------------------------
P1
1348.55
4.42
7.35
Open
P2
674.27
2.21
17.21
Open
P3
674.27
2.21
17.21
Open
P-1
674.27
0.00
-48.54
Open Pump
P-2
674.27
0.00
-48.54
Open Pump

CAVANAUGH
Pump System Design Spreadsheet • C = 120
Project Farm 2104 and 2106 Locaflon: Samts4n Couro, NC Design By: JPC
Project No: BE.19.005 Client: Hd3 Farms of the Carotins LLC Checked By: 4yGS
Date: 2D22-12-13
Description: Level Control Station
Svstem Requirements
System
Pipe 1
.-.. •'�tx.
Length of Pipe
4,068 'ft
fl eft
Daily Flow Rate =
gpd
Pipe Diameter
6 in
in in
Design Period =
h.
Elevation Difference
0.48 ft
gpm gpm
Average Flow =
5W
gpm BASIS OF DESIGN
Pipe Area
0.196 ft'
(additional flow) (additional flow)
Peaking Factor =
t ✓hi
C
1,20
Peak Flow =
. _.
gpm
Velocity At Selected Flow (tOsec)
.314
-
Nozzle Head =
000
ft Pum Chosen:
Pressure Head =
O00
It 4" Mw Manure
Duty Points: 1 Pump: 295 gpm a 38.21 tt, 3.34 also;
2 Pumps: 322 gpm 4t 44.89 ff. 3b5 tUsec
Step:
2m
System Curve
Friction Head Friction Head Friction Head
Velocity Head
Flow Rate
Flow Rate
Velocity
Elevation Head
Pipe 1 Pipe 2 Pipe 3
[Submerged)
FiftingfValve Head Nozzle Head
(GPM)
let..)
(111-)
(ft)
(ft)
(ft)
(ft)
(,
0
6-10-0
0
5r48
0000 - -
,
Q:;00
20
0 04
023
O.48
0.25 - -
0.00
0.00
0.00
40
0.68
0.48
- -
60
6-1-3.
0 6868
0.48
1.93
1.93 - -
0.00
0.04
0.00
0.00
N
Q 78
Q 9
011S
329 - -
100
022
1.13
0.48
4.97 - -
0.00
0.12
0.00
`f20
qi
111�6
048
6.ff1 - -
IN
140
0.31
1.59
0.48
9.27 - -
0.00
0.23
0.00
16Q
T¢
--
Q-
111 6 -
�-=Od
0-
180
0.40
2.04
0.48
14.75 - -
0.00
0.39
0.00
20-(
6---
227
0�48
1732 - -
r
0-43
O -00
2.20
0.49
2.50
0.48
21.38 - -
0.00
658
0.00
24
0-95
2--
648
2512
0-00:69
260
0.58
2. 55
0.48
2li12 - -
0.00
0.80
0.00
280
o
31
048
3340
0.00
0.83
D.00
300
0.67
3.40
0.48
37.95 - -
0.00
1.07
0.00
320
J,71
3.63
ILM
4276 -
-tm
000D
840
0.76
3. 66
0.48
47.84 -
_O.OD
0.00
1.38
0.00
366-
680
4A9
048
53=18
-Cf-0-0
1_54
QD0
380
6.85
4.31
0.48
58.77 - -
0.00
T-T2
0.00
0: 99
4.54
648
64.62
0.00
1.90
030
420
6. 44
4.77
0.48
T 22 -
0.00
2.10
0.00
446
6. 88
4.99
D_48
08 i
77 =
6.00
230
000
460
1. 22
5.22
0.48
83.69 - -
0.00
2. 52
0.00
480
1.07
5545
0_48
90_54
D.OD
274
(100
500
1.11
5.67
0.48
97.64 -
0.00
2.97
0.00
520
Yi6
5.90
6.48
164�99
0.00
222
0�00
540
1.20
6.13
0.48
112.58 - -
2.00
3.47
0.00
W_
1.25
6_35
6:4-8
12042 -
6A0
373
TOM
580
1.29
6.58
6. 88
128.50 -
0.0o
4.00
0.00
660
1.34
6.'81
-0-4-0
136.81 - -
Q00
42-8
0.00
620
7.38
7.04
0.48
145.37 -
0.00
4.57
0.00
1.A3
726
0_48
15416 - -
0�
_8
Too
660
1.47
7.49
0.48
163.20
0.00
5. 88
0.00
6QQ_
1.52
7.72
0_48
17 446 -
p`OD
5.50
UA10
700
1.56
7.94
0.48
181.96 -
0.00
6.83
0.00
j20
Tb0
17
197.70
617
O;OD
740
1.65
8.40
0.48
201.66 -
0.00
6.52
0.00
760
1,69
$62
0-48
211.86 - -
000
,6:8
0'-0
780
1.74
8.85
0.48
222.29 - -
0.00
7.24
0.00
800
1.78
9:9
0-48
- -
0.00
7--6-1
0.00
820
1.83
9.31
0.48
243.84 - -
0.00
8.00
0.00
640
T87
893
0.--
254.96 - -
0.00
8.40
0.00
660
1.92
9,76
0.48
266.30
0.00
8.80
0.00
880
9.89
048
277.87 - -
(00
9�2Y
QD
900
2.01
1 D.21
0.48
289.67 - -
0.00
9.64
0.00
920
205
1-0-4
C48
30169 - -
-�
10=07
940
2.09
10.67
0.48
313.93 - -
0.00
10.51
0.00
Duty Points:
1 Pump 295 0.65 3.34
0.48
36:69
-
2Pumps 322 0.72 3,65
(148
43.18
-
FittingNalve Head:
Size fm Description
K Factor
Sty
Total K
6 Gate Valve
0.12
0
D.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
024
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 E ad
1.00
1
1.00
Total K: 5.95
Pressure Head
(ft)
0.00
0.00
0.00
0.00
0;00
0.00
0.00
0.00
0.00
0:00
0.00
6.60
0.00
D.00
0.00
0`00
Q00
a00
0.00
QOD
0.0D
o.6D
0.00
D_0D
D.OD
D00
YOD
0.00
0.60
VOD
0.0D
D9D
D.00
p.00
0.00
6,00
0.00
0. 00
0.00
0.00
0:00
0.00
0,03 1.03 0M 0.00
0.03 1.23 0 00 000
FiflingfValve Head = K (vz f 2g)
Manufacturers
Pump Curve Data
TDH TDH
A- In.
0,48 53p
0.74
2.46
i
5.57 480
9.98
a5D
15.62
1_888 420
2244
30.41 400
34:82
39.50 39 0
44�46
49.69
55520 35.0
60.97
67 0000 310
73.30 7986.280
93.76
101.10 25.0
108_is9
116.53
12463 20.0
132.98
141.58 1&0
150.42
159.52
168.86 1! 0
'178 44
188.27 so
198,35
208.66
219x
230.01
241,05A5
252.32
263,83
275.58
28ZS7.
299
31224
.78
324.93
3821
44 6
44 89
1 of 2

.$ e
50.0
40.0
= 30.0
2
.E
e�
c
�0 20.0
0
10.0
Farm 2104 and 2106
Level Control Station
Pump Vs. System Curve
4" Hog Manure
0 0 0 O O O O 0 O O O O O O 0 0 0 0 0 0 0 0 O O 0 0 0 0 0 O 0
0 0 0 O 0 O to O LO 0 0 0 to 0 0 0 0 0 LO O 0 0 LO 0 0 0 0 0 in O
N N M M It qqT M LO (0 O r• 11- O M O O O O N N CO M qt � LO _
Flowrate (gpm)
System Curve 1 Pump —2 Pumps
2 of 2

Narrative
'Farm 2104 and 2106' will utilize existing barns with slotted floors over flushing pits to collect manure.
Upon flushing, Barns 1-3 will gravity flow waste through an existing pipe to the mixing pump station.
The mixing pump station will utilize two 15 hp GEA pumps, each capable of flowrates up to 1,600 gpm,
where waste will be mixed and pumped into the anaerobic digester through a 12" HDPE (DR 17)
forcemain. The existing pipe will continue through the wet well so that in the event of pump failure it
will serve as an emergency bypass pipe to the anaerobic digester to prevent overflow of the mixing
pump station.
Upon flushing, Barns 4-5 will gravity flow waste through a 12" PVC (DR 35) pipe to an influent lift station.
The influent lift station will utilize two 2x10 hp GEA pumps, with a typical flow of approx. 1,350 gpm
combined (675 gpm each pump) through a 12" HDPE (DR 17) forcemain into the anaerobic digester. In
the event of pump failure, a 12" PVC (DR 35) bypass pipe will gravity flow waste to the existing Lagoon 2
to prevent overflow of the influent lift station.
After treatment in the anaerobic digester (648,612 cubic feet total volume, 515,477 cubic feet volume at
operating level), the effluent will enter the level control station. The level control station will utilize two
10 hp GEA pumps, with a typical flow of approx. 300 gpm through a 6" HDPE (DR 17) forcemain to the
existing Lagoon 2, where it will be irrigated in accordance with the waste utilization plan.

FLOOD HAZARD INFORMATION
NOTES TO USERS
SCALE
SEERS AFPORFPoAME OFSCWPTIONStIND BIDQkWP
THE INFORMATION DEPICTED ONTNIS MAP AND SUPPDRIING
DOCUMENTARON ARE ALSO AVAILABLE IN DIGITAL FORMATAT
_ _ _
w.vam.w wm.mom.m%�e m..aw... •a�a,.rvrtea a,..i
F,marvwsm�il
NORTH WMNA,ROODPIAIN1APMYD ♦TmGAAM
pPo OMM
I'L."INSURANCIPATEMAP
vlq NORTH CAROLINA
NTfP.//FFtLLNC.GGV/FRIS
WMNABMRMdEV"LBFp
iMdh-1 ,
zopDnn
yxy
'nun2442
WNmERDapmmAMftVEAR
��-
t
aO
!E
®S
N0d°
wl :6-
as
ARMS
D I50 doo
- az%AnuChamoodRAm
Ai%AmpelCbimRMmAvmp
yinR"oo:wr:.�e' wm+ei"ss�.�o6m,'.°wrwa +..we...s mmr. am.PANEL
LOCATOR
Fr.'wi = FnrelcR.aIR
Daplhl.m7MnOmFMtorWDA Drainage
a rousur.r.wmmrm...r nr.c.m mr
m^^b��m:esx m..invmr+r w.ue"iwa.r.wwn
AtwwaewMt
[�. mY�Nm Lm 1AtEi 9�
Amu«L=ThXOne Squ mMlle zonex
F%bee Ca.ditlim l%MMaI
r...nra..mvnr
u..e..vmo.w.... m. n.....e.mna.�......mlwe.m.,
m`a.�a ,tea w,.ar
m-, ffinen1 w
r�eteArnr
- = sArvsoxeoum nmoo x.z c
OIXBIAREl40F Chm«FMddflmrd IDneX
I IIATAIm •� Arwmm R,&-d RoMRhk due«Ime
n„o,.uvr.Rcceeonsn,a>hm s.art s.wn w..w'.�".n:..�.:�rl"`"aa,
eeymArn
Rod".
OmEA �T Arm DemvMM«heOaDMame
`m"mm."mrn.Ma.a .°`ram: r.mwm.r e.uw"r,vawxmv ..
Q
PAM O3%AImCh.—RMdplaw zrrx
WI
_
LL
Dbinnek ILNm4«Smmsmr«
.�! r
Amembd erProrHLmieDTAmadloe0
w,v.mm°'w'PmaA.m. �.r...r......-w..em. rew
R�� _ �L�I_
E6
GFNDIAL Lena DAy«Fimd AI
��ruwrs.svtinu'oeiuw�ieuww �.wme.
gyp•xwr-.
SIRNCIIIBm� FMM ©eEMMIIM,DIM, qr Roadmell
w
m.°v[i
°e,di.
,��� Qx
Q
NmbCerallMDeMtlk Sm 9bmrAmmk
oae
�u°Nwxiw°n�.aer°`. smm
_ _ _
m� NMlmul Geodetb5urrg6ambnak
o® CoobarmrFa NCFNPSumeTbeech
Umttal ModNaee WaveMOm Q1MNM)
'�
R
z
mark
�, C=Sftd=lddl 1%AMKW CBmm
:,M(CBRSl ate
v�
w
WaterSurfa90ratlon IBFD
"tl
.r.� .wm 4�aa:e:ws�m`ti
OMaal TANn.m
mmc
.s.rvnrwax. s..e c'°°"r...�"wmm.aoosu'"vww�°"a0".n•
-------Com«IDa«alBaseWm
®nCBRSA- 0Om«mNe PmMmeEAlea
An
- RaRb BCmne
���
Bdm$raPNPFaWm
r r°ee,mxn
rr
rlAPneltH
OIHEH U.1t fSmq
=202142M
—REVISED
8urbdktlM Ba(rrlMrl
l
01/wm

i,, phy-Brown, LLC
Grower(s):
Farm Name:
6/12/2008
NUTRIENT UTILIZATION PLAN
Murphy -Brown, LLC
2004 & 2006
county: Sampson
Farm Capacity:
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Feeder to Finish 6260
Storage Structure:
Storage Period:
Application Method:
Anaerobic Lagoon
>180 days
Irrigation
P.O. Box 856
Warsaw, NC 28398
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen
Either of these conditions may result in runoff to surface waters which is not allowed
under DWQ regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1 of 8

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
3212 gal/yr
gal/yr
Farrow to Feeder
4015 gal/yr
gal/yr
Farrow to Finish
10585 gaUyr
gal/yr
Wean to Feeder
223 gaUyr
gallyr
6260{ Feeder to Finish
986 gal/yr
6,172,360 gal/yr
Total 6,172,360 gal/yr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
Capacity Type Nitrogen Produced per Animal Total
Farrow to Wean
5.4 Ibs/yr
Ibs/yr
Farrow to Feeder
6.5 Ibs/yr
Ibs/yr
Farrow to Finish
26 Ibs/yr
Ibs/yr
Wean to Feeder
0.48 Ibs/yr
Ibs/yr
6260
Feeder to Finish
2.3 Ibs/yr
14,398 Ibs/yr
Total 14,398 Ib's/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.
CP
Total Irrigated Acreage: 153.58
Total N Required 1st Year: 30853.7463
Total N Required 2nd Year: 26720.9463
Average Annual Nitrogen Requirement of Crops: 28,787.35
Total Nitrogen Produced by Farm: 14,398.00
Nitrogen Balance for Crops: (14,389.35)
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,
r� soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2 of 8

3(6) of 8

Reception Area Specifications
Tract Field Irrigated Soil 1st Crop Time to 1st Crop 1st Crop Lbs N/Ac Lbs N Total Ibs N
Arrea a Tyke Code Apply Yield Ibs N/Unit Residual /Ac Utilized
2nd Crop Time to 2nd Crop 2nd Crop Lbs N/Ac Lbs N Total Ibs N
Code APPIv Yield Ibs N/Unit Residual /Ac Utilized
Total
Lbs N/Ac
Total Ibs N
Utilized
8529
2A
3.09
Blanton
D
Feb15-June
60.0 1
1.25
15
60
185
N
Sent -A r
40
2.4
96
296.64
156
482.04
3A
3.86
Blanton
B
Mar -Seat
4.5
43.25
195
751
K
Se t-A r
1
50
50
193
244.625
944.2525
3B
4.87
Blanton
B
Mar -Set
4.5
43,25
195
948
K
Se t-A r
1
50
50
243.5
244.625
1191.324
3C
5.85
Blanton
B
Mar -Set
4.5
43.25
195
1139
K
Sept -Apr
1
50
50
292.5
244.625
1431.056
30
4.71
Blanton
D
Feb15-June
60.0
1.25
15
60
283
N
Se t-A r
40
2.4
96
452.16
156
734.76
3E
4.66
Blanton
B
Mar -Set
4.5
43.25
195
907
K
Se t-A r
1
50
50
233
244.625
1139.953
3F
2.77
Blanton
D
F015-June
60.0
1.25
15
60
166 1
N
Se t-A r
40 1
2.4
96
265.92
156
432.12
3G
5.85
Blanton
B
Mar -Set
4,5
43.2 5
195
1139
K
Se t-A r
1
50
50
292.5
244.625
1431.056
3H
5.69
Blanton
D
Feb15-June
60.0
1.26
15
60
341
N
Sept -Apr
40
2.4
96
546.24
156
887.64
6A
6.13
Blanton
M
Mar15-Au
67.6
2.5
169
1036
K
Sept -Apr
1
75
75
459.75
244
1495.72
68
6.13
Blanton
M
Mar15-Au
67.6
2.5
169
1036
K
Sept -Apr
1
75
75
469.75
244
1495.72
6C
2.68
Blanton
M
Mar15-Au
67.6
2.5
169
453
K
Sept -Apr
1
75
75
201
244
653.92
6D
3.07
Blanton
Millet G
A r-Se t15
4.0
37.5
150
461
K
Sept -Apr
1
75
75
230.25
225
690.75
6E
5.2
Blanton
Millet G
A r-Se 05
4.0
37.5
150
780
K
Sept -Apr 1
1
75
75
390
225
1170
6F
3.62
Blanton
B I
Mar -Set
4.5
43.25
195
705
K
Sept -Apr
1
50
50
181
244.625
885.5425
6G
5.2
Blanton
D
Feb15-June
60.0
1.25
15 1
60
312
N
Se t-A r
40
2.4
96
499.2
156
811.2
6H
6.13
Blanton
B
Mar -Set
4.5
43.25
195
1193
K
Sept -Apr
1
50
50
306.5
244.625
1499.551
61
3.07
Blanton
B
Mar -Set
4.5
43.26
195
597
K
Se t-ADr
1
50
50
153.5
244.625 1
750.9988
6J
5.2
Blanton
D
Feb15-June
60.0
1.25
15
60
312
N
Se t-A r
40
2.4
96
499.2
156
811.2
BK
6.13
Blanton
D
Feb15-June
60.0
1.25
15
60
368
N
Sept -Apr
40
2.4
96
588.48
1 156
956.28
6L
4.92
Blanton
D
Feb15-June
60.0
1.25
15
60
295
N
Se t-A r
40
2.4
96
472.32
1 156
767.52
6M
4.2
Blanton
D
Feb15-June
60.0
1.25
15
60
252
N
Sept -Apr
40
2.4
96
403.2
156
655.2
6N
3.91
Blanton
D
Febl 6-Junel
60.0
1.25
15
60
235
N
Sept-ASept-Ap r
40
2.4
96
375.36
156
609.96
60
4.92
Blanton
D
Feb15-June
60.0
1.25
15
60
295
N
Se t-A r
40
2.4
96
472.32
156
767.52
SUb2
4.71
Blanton
D
Feb15-June
60.0
1.25
15
60
283
N
Se t-A r
40
2.4
96
452.16
156
734.76
Sub3p
5.4
Blanton
5
Mar -Set
4.5
43,25
195
1051
K
Sept -Apr
1
50
50
270
244.625
1320.975
Sub3r
0.8
Blanton
D
Feb15-June
60.0
1.25
15
60
48
N
Se t-A r
40
2.4
96
76.8
156
124.8
Sub6p
7.5
Blanton
B
Mar -Set
4.5
43.26
195
1460
K
Sept -Apr
1
50
50
375
244.625
1834.688
Sub6r
17.55
Blanton
D
Feb15-June
60.0
1.25
15
60
1053
N
Se t-A r
40
2.4
96
1684.8
156
2737.8
Sub6m
5.76
Blanton
M
Mar15-AuU
67.6
2.5
169
973
K
Sept -Apr
1
75
75
432
244
1405.44
Totals: 153.58 19055.7 11798.05 30853.75
3(a) of 8

Reception Area Specifications
Tract Field Irrigated Soil 15t Crop Time to 1st Crop 1st Crop Lbs N/Ac Lbs N Total ibs N
Acreage Type Code Apply Yield Ibs NIUnit Residual /Ac Utilized
2nd Crop Time to 2nd Crop 2nd Crop Lbs N/Ac Lbs N Total Ibs N
Code Apply Yield Ibs N/Unit Residual /Ac Utilized
Total
Lbs N/Ac
Total Ibs N
Utilized
8529
2A
3.09
Blanton
I D
Feb15-June
60.0
1.25
15
60
185
N
Sept -Apr
1 40
2.4
96
296,64
156
482.04
3A
3.86
Blanton
B
Mar -Set
4.5
43.25
195
751
K
Sept -Apr
1 1
50
50
193
244.625
944.2525
38
4.87
Blanton
B
Mar -Sept
4.5
43.25
195
948
K
Se t-A r
1
50
50
243.5
244.625
1191.324
3C
6.85
Blanton
B
Mar -Set
4.5
43.25
195
1139
K
Se 1-A r
1
50
50
292.5
244.625
1431.056
3D
4.71
Blanton
D
Feb15-June
60.0
1.25
15
60
283
N
Sept -Apr
40
2.4
96
452.16
156
734,76
3E
4.66
Blanton
B
Mar -Set
4.5
43.25
195
907
K
Sept -Apr
1
50
50
233
244.625
1139.953
3F
2.77
Blanton
D
Febi5-Junej
60.0
1.25
15
60
166
N
Sept -Apr
40
24
96
265.92
156
432.12
3G
5.85
Blanton
B
Mar -Set
1 4.5
43.25
195
1139
K
Sept -Apr
1
50
50
292.5
244.625
1431.056
3H
5.69
Blanton
D
Feb15-June
60.0
1.26
15
60
341
N
Se t-A r
40
2.4
96
546,24
156
887.64
6A
6.13
Blanton
M
Mar15-Aug
67,6
2,5
169
1036
K
Sept -Apr
1
75
75
459.75
244
1495.72
68
6.13
Blanton
M
Mar15-Au
67,6
2.5
169
1036
K
Se t-A r
1
75
75
459.75
244
1495.72
6C
2.68
Blanton
M
Mar15-Aug
67.6
2.5
169
453
K
Sept -Apr
1
75
75
201
244
653.92
6D _
3.07
Blanton
Millet G
Apr -Se t15
4.0
37.5
150
461
K
Sept -Apr
1
75
75
230.25
225
690.75
6E
5.2
Blanton
Millet G
A r-Se t15
4.0
37.5
1 150
780
K
Sept -Apr
1 1
75
75
390
225
1170
6F
3.62
Blanton
B
Mar -Set
4.5
43.25
195
705
K
Se -A r
1
50
50
181
244.625
885.5425
6G
5.2
Blanton
D
Feb15-June
60.0
1.25
15
60
312
N
Se pot --A r
40
2.4
1 96
499.2
156
811.2
6H
6.13
Blanton
B
Mar -Sept
4.6
43.25
195
1193
K
Sept -Apr
1
50
50
306.5
24%25
1499,551
61
3.07
Blanton
B
Mar -Set
4.5
43.25
195
597
K
Sept -Apr
1
50
50
153.5
244.625
750.9988
6J
6.2
Blanton
I D
Feb15-June
60.0
1,25
15
60
312
N
Se t-A r
40
2.4
96
499.2
156
811.2
6K
6.13
Blanton
D
Feb15-Junei
60.0
1.25
15
60
368
N
Sept -Apr
40
2.4
96
588.48
156
956.28
6L
4.92
Blanton
D
e
60.0
1.25
15
60
295
N
Sept -A r
40
2.4
96
472.32
156
767.62
6M
4.2
Blanton
D
e
60.0
1.25
15
60
252
N
Sept -A r
40
2.4
96
403.2
156
655.2
6N
3.91
Blanton
D
e
60.0
1.25
15
60
235
N
Sept -Apr
40
2.4
96
375.36
156
609.96
60
4.92
Blanton
D
e
NFeb15-June
60.0
1.25
15
60
295
N
Sept -Apr
40
2.4
96
472.32
156
767.52
Sub2
4.71
Blanton
D
ne
60.0
1.25
15
60
283
N
Se -A r
40
2.4
96
452.16
156
734.76Sub3p
5.4
Blanton
B
4.5
43.25
195
1051
K,
Sept -A r
1
50
50
270
244.625
1320.975
Sub3r
0.8
Blanton
D
ne
60.0
1.25
15
60
48
N
Sept -A r
40
2.4
96
76.8
156
124.8
Sub6p
7.5
Blanton
B
4.5
43.25
195
1460
K
Se t-A r
1
50
50
375
244.625
1834.688
Sub6r
17.55
Blanton
D
Feb15-June
60.0
1.25
15
1 60
1053
N
Sept -Apr
40
2.4
96
1684.8
156
2737.8
Sub6m
5.76
Blanton
M
Mar15-Aug
67.6
2.5
169,
973
K
Sept -Apr
1
75
75
432
244
1405.44
O tional crop cycle for the fo[towing hydrants
#VALUEI
3D
4.71
Blanton
Millet G
April-Septl5
4.1
37.5
15
138.75
653,5125
K
Sept -Apr
1
75
75
353.25
213.75
1006.763
3F
2.77
Elanton
Millet G
Aril -Se tl
4.1
37.5
15
138.75
384.3375
K
Sept -Apr
1
75
75
207.75
213.75
592.0875
3H
5.69
Blanton
Millet G
Aril -Se tl
4.1
37.5
15 1
138.75
789,4875
K
Se t-A r
1
75
75
426.76
213.75
1216.238
6J
5.2
Blanton
Millet (GApril-Se
t1
4.1
37.5
15
1 138.75
721.5
K
Sept -Apr
1 1
75
75
390
213.75
1111..5
6K
6.13
Blanton
Millet (G)
4.1
37.5
15
138.75
850.5375 1
K
Sept -Apr
1 1
75
75
459.75
213.75
1310.288
6L
4.92
Blanton
Mjq2La
Aril -Se t1
4.1
37.5
15
138.75
682.65
K
Sept -Apr
1
75
75
369
213.75
1051.65
6M
4.2
Blanton
Millet G)
A ril-Se t1 5
4.1
37.5
15
138.75
582.75
K
Sept -Apr
1
75
75
315
213.75
897.75
60
4.92
Blanton
Millet G)
A ril-Se tl
4.1
37.5
15
138.75
682.65
K
Se t-A r
1
75
75
369
213.75
1051.66
Totals: 192.12 24403.12 14688.55 #VALUEI
3(a) of 8

This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care
should be exercised not to let small grain reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will definately interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code Crop
A Barley
B Hybrid Bermudagrass - Grazed
C Hybrid Bermudagrass - Hay
D Corn - Grain
E Corn - Silage
F Cotton
G Fescue - Grazed
H Fescue- Hay
I Oats
J Rye
K Small Grain - Grazed
L Small Grain - Hay
M Grain Sorghum
N Wheat
O Soybean
P Pine Trees
Lbs N utilized / unit yield
1.6 Ibs N / bushel
50 Ibs N / ton
50 Ibs N / ton
1.25 Ibs N / bushel
12 Ibs N / ton
0.12 Ibs N / Ibs lint
50 Ibs N / ton
50 Ibs N / ton
1.3 Ibs N / bushel
2.4 Ibs N / bushel
50 Ibs N / acre
50 Ibs N / acre
2.5 Ibs N / cwt
2.4 Ibs N / bushel
4.0 Ibs N / bushel
40 Ibs N / acre / yr
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed may, and most likely will be, more than the acres shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
4 of 8

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications PAN/rr/animal Farm Total/yr.j
Farrow to Wean 0.84
Farrow to Feeder 1
Farrow to Finish 4.1
Wean to Feeder 0.072
6260 Feeder to Finish 0.36 2253.6
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 2253.6 pounds of plant available nitrogen per year will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
If you remove the sludge every 5 years, you will have approximately 11268 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 37 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 90.144 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.
5of8

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Soil
Application Rate
Application Amount
Tract Hydrant
Type
Crop
inthr
* inches
8529 2A
Blanton
D
0.35
1 0
3A
Blanton
B
0.35
1
3B
Blanton
B
0.35
1
3C
Blanton
B
0.35
1
3D
Blanton
D
0.35
1
3E
Blanton
B
0.35
1
3F
Blanton
D
0.35
1
3G
Blanton
B
0.35
1
3H
Blanton
D
0.35
1
6A
Blanton
M
0.35
1
6B
Blanton
M
0.35
1
6C
Blanton
M
0.35
1
6D
Blanton
Millet (G)
0.35
1
6E
Blanton
Millet (G)
0.35
1
6F
Blanton
B
0.35
1
6G
Blanton
D
0.35
1
6H
Blanton
B
0.35
1
61
Blanton
B
0.35
1
6J
Blanton
D
0.35
1
6K
Blanton
D
0.35
1
�- 6L
Blanton
D
0.35
1
6M
Blanton
D
0.35
1
6N
Blanton
D
0.35
1
60
Blanton
D
0.35
1
Sub2
Blanton
D
0.35
1
Sub3p
Blanton
B
0.35
1
Sub3r
Blanton
D
0.35
1
Sub6p
Blanton
B
0.35
1
Sub6r
Blanton
D
0.35
1
Sub6m
Blanton
M
0.35
1
6 of 8

I
Additional Comments:
The nitrogen rate used for bermuda pasture in this plan represents
a graze/hay combination. At least one cutting; of hay will be removed from these
fields each year.
The grower has the option to plant a winter annual after the soybean crop.
The nitro:.ien rate for the winter crop will be 50 lbs. per acre.
Grower has the option of planting Millet (G) in field "2A". He may a pl
150 Lbs. N/ ac. Applications to be made from April through September 15.
If Millet is following soybeans, deduct 15 Ibs N from beginning PAN.
5/29/2009 - Changed application windows for soybeans, millet and sorghum
to reflect current windows. All other parameters remained the same.
7of8

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm:
Owner:
Manager:
Owner/Manager Agreement:
2004 & 2006
Murphy -Brown, LLC
I/we understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. I/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWQ before the new
animals are stocked.
I/we understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facility Owner: M
Signature:
Name of Manager (if different from owner)
Signature:
cLgU�� IVrjr , N
V t� I
'00tn/166_1
(;--11 - 6 1�
Date
Date
Name of Technical Specialist:
Amy E. Roberson
Affiliation:
Murphy -Brown, LLC.
Address:
2822 Hwy 24 West, PO Drawer 856
_
Warsaw, NC 28398
Telephone:
[phone]
Signature: (�_ `'— 6
Date
8 of 8

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.
2 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.
'^� $ Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
1 of 3

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
9 Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth. The potential for salt damage
from animal waste should also be considered.
10 Nutrients from waste shall not be applied in fall or winter for spring planted crops on soils
with a high potential for leaching. Waste/nutrient loading rates on these soils should be
held to a minimum and a suitable winter cover crop planted to take up released nutrients.
Waste shall not be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11 Any new swine facility sited on or after October 1, 1995 shall comply with the following:
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary
and canal. Animal waste, other than swine waste from facilities sited on or after October 1,
1995, shall not be applied closer than 25 feet to perennial waters.
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
14 Waste shall be applied in a manner not to reach other property and public right-of-ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted cropland
provided the fields have been approved as a land application site by a "technical
specialist". Animal waste shall not be applied on grassed waterways that discharge
directly into water courses, and on other grassed waterways, waste shall be applied at
agronomic rates in a manner that causes no runoff or drift from the site.
16 Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall
not be discharged into the animal waste management system.
2of3

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
17 A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc.,
are limited to areas where considered appropriate. Lagoon areas should be kept mowed
and accessible. Berms and structures should be inspected regularly for evidence of
erosion, leakage, or discharge.
18 If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19 Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be
kept on site.
20 Animal waste can be used in a rotation that includes vegetables and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption, it should only be applied pre -plant with no further applications of animal
waste during the crop season.
21 Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to
mark the maximum storage volume for waste storage ponds.
22 Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate -determining
nutrient, unless other restrictions require waste to be applied based on other nutrients,
resulting in a lower application rate than a nitrogen based rate. Zinc and copper levels in
the soil shall be monitored and alternative crop sites shall be used when these metals
approach excessive levels. pH shall be adjusted and maintained for optimum crop
production. Soil and waste analysis records shall be kept for a minimum of five years.
Poultry dry waste application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for a minimum of five
years.
23 Dead animals will be disposed of in a manner that meets North Carolina regulations.
3of3

Waste Plan 2018/19 Temporary Amendment 82-475
FIELD & CROP SUMMARY TABLE PArK'.R PRIDE
o. tract #
p. field #
q. crop / soil type / RYE
r. Aerway acres
s. IRR-2 PAN
balance
(lb/acre)
t. TOTAL PAN
BALANCE FOR
FIELD (Ibs.)
column r x s
8529
2
corn/wheat/so beans
7.80
128.00
998.4
8529
3
bermuda/small grain
30.49
244.60
7457.9
8529
3
corn/wheat/soybeans
13.97
128.00
1788.2
8529
6
millet/rve
28.97
225.00
6518.3
8529
6
bermuda/small grain
20.32
244.60
4970.3
8529
6
corn/wheat/soybeans
56.74
128.00
7262.7
28995.7
Total PAN available for all fields (sum of column t)= 28995.7
FARM IS DESIGNED FOR TRAVELER IRRIGATION.. THIS AMENDMENT
ALLOWS FOR AERWAY APPLICATION USING THE ACRES ABOVE
IN COLUMN (r.)
OWNER: HD3 Farms
SIGNATURE:
DATE: 12/5/2018
TECHNICAL SPECIALIST: Curtis Barwick
SIGNATURE:
ADDRESS: 103 Country Club Circle, Clinton, NC 28328
PoA (30 Day) 2/21/00

C6,01010,0 I5?
•^:4. •�i v' f�? j. is � - .; 3�.
• s. '.-_-_.-'i 4i ._— �Y+_ � L 1. _ �_
".-�F - � 'G -ram 3r- y ���' .. • .. :ei
N _ L'j Y` Yam; . "�:'' y!r-,,•+;�'�:.^ '''}�i"'p' • i - ,.� ?..^ '
10.
f 'ire � "�'.s.r �^;%•�''s.i� �,y �_
jj
Ilk 'IV
i - Ca ?f sue• l t+` ; _ i r {•--y a'�Y,�a.:••
y
lac" 'n �sh�s��' - " •� n`' ���-.._;,�`=" � . Al
:y .t• t ::b.i"t ^-•7� � d�. jilt _ r: {, •. ,
►t'"' '�•��a {'Y'n •rfi-�_.��y�3q��i F Z "�y+i�� z.-"-krF _.4,'''xi'4'�.L.r4�t 4 �- ' � ' fT.
UK
S �^s, -• =sue 'k. { i + a ''..�� i - rr�` �� �' -'`+=] � �.•

, ������ �.-y • � or. ;.� ; -,` i �� i .,, �_ , _ • ..c ��r� sue', = a' a.tii,•� a �'-
"y,'!�_y ^ L: yi : s'4jr!w• irr' �i? ;yty 7� `' n �i"y
et
Jt
47, �.. -.� _ o "'-i`_`. -C �•: Ts'.:�
4 63 E { V
rf ' 1
1
L <-�
'S•" t n v ....
a `; - • - I .� , w'., r '��`'^•may .-e-'', jt.�
rR
..!' -rs r Yrs a-- � .1+•' " ,�ui p,

W71,
Af
if? e
Z_J
1-7
C. 71.
I.
jvy:
bir

FARMS 2104 &
(1000 FAR -FEED EA)
CARROLL'S FOODS,INC.
Plot of the contour data for the surface:
Existing
Project:
Drawing: FARM 4 Jr 6
Number:
Location:
Bid Data:
Engineer:
Owner:
Estimator.,
Prepared bu: ur Sitawork
.2104 2A
4..3
3A
2.7
3B
4.1
3C
7.0
3D
4.9
3E
6.0
3F
4.3
3G
4.2
3H
8.5
A10V 6A
6.4
6B
6.,3
6C
3.4
6D
3.0
6E
7.1
6F
9.9
6G
7.0
6H 13.4
6J 10.1
6K
5.0
6L
7.9
6M
4.4
6N
4.4
60
4.6
138.9 TOTA
B00119160479

Wettable Acres Determination Certification
Name of Facility: ,A ZIa 2 i o (,o
Facility ?Number: 9Z - ?S"
Owner(s) Name: C_ar'ra W� ���� ,� - v,
Phone No: (0 Z- E)
Mailing Address: ' $ ; (L,� 4.1- �,�, ti `
By signing this form, the facility owner and Technical Specialist acknowledge the completion of the
Wettable Acres Determination. All necessary Wettable Acre Determination Field Data Sheets and
calculations were completed to conduct a Wettable Acre Determination. The facility's Waste
Utilization Plan has been amended as necessary to rer?ect actual wetted acreage. A copy of all
worksheets, calculations, and other Wettable Acres Determination documents, along with the
applicable Waste Utilization Plan and Wettable Acre Determination Certification will be Fled with
the local Soil and Water Conservation District. A copy •will also be kept on site with the Certified
Animal Waste Management Plan. Any future modif:cations must be approved by a technical
specialist and filed with the Soil and Water Conservation District prior to implementation. If any
modifications to the existing irrigation system or any ne�v irrigation equipment was required to
adequately address the waste management needs of this facility, an Irrigation Specialist or
Professional Engineer has certified the design and installation below
- •� Owner Name:
Owner Signature: �.LLLL,q.-
�Date:
Technical Specialist Name: ��4�.,
,,`So,Technical Specialist Signatures
��=
If assisted by an Irrigation Specialist or Professional Engineer please read and sign below:
Animal waste application equipment has been designed or modified to apply waste as necessary to
accommodate the waste management plan and according to NRCS Standards. Animal waste
application equipment has been installed according to MRCS Standards and is ready for use.
Irrigation Specialist/PE Name:
Irrigation Specialist/PE Signature: Date:
Submit this form to:
Attn: Sonya Avant
NC Division of Water Quality
Non -Discharge Compliance & Enforcement Unit
1617 Mail Service Center
Raleigh, NC 27699-1617 300419160452
WADC — 7/99

s
CAWMP WETTABLE ACRE
COMPUTATIONAL WORKSHEET
I .
Farm Number Z 104
�-- 2( O
2.
Irrigation System
Designation
Existing~
3.
Irrigation System
Hard -Hose
Traveler
4.
# Exterior Lanes
140
# Interior Lanes
5.
Wetted Diameter
0
Total Length of Pull 0-2
6.
Spacing VA-R
VkF< (As % of wetted diameter)
7.
Hydrant Layout:
Single
Hydrant Multiple Hydrant
0
LD #
INT.
EXT.
AC. START
AC. MIDDLEIAC.
STOP
TOTAL AC.
TABLE
COL.
��
✓
,q r
z,10
1��
�.��
���J
1
3-3
I
e4,�=�
1
�
7
1
V'
(,t
✓
cTQ
S I ZD
TOTAL WETTABLE ACRES
Wettable Acre Computational Worksheet Completed by:
Date:
B00119160463

CAWMP WETTABLE ACRE COMPUTATIONAL WORKSHEET
1. Farm Number
2. Irrigation System Designation Existina
3. Irrigation System Hard -Hose T'r=�,ra--er
4. # Exterior Lanes # Interior Lanes
5. Wetted Diameter Total Length of Pull
6. Spacing (As % of wetted diameter)
7. Hydrant Layout: Single Hydrant Multiple Hydrant
LD
INT.
EXT.
AC. START
AC. MIDDLE
AC. STOP
TOTAL AC.
TABLE
COL.
rpF
1/,�D
Z 0 11
�/
.3,(,Z
�r(:>
C��
✓
i�
��1
Oo�
�p,i �
G�7�
i
6 k
✓
r���2
y
�M
✓
+�o
z ,�
'?IZ�
✓
3,10
TOTAL WETTABLE ACRES
Wettable Acre Computational Worksheet Completed by:
Date:
B0011916040-4

Landowner/Operator Name:
Address:
Telephone:
TABLE I
- Field Specifications
— Approximate —
4—
Maxhnurn
Useable Size
Fleldl
of F1eld2
Number
(acres)
Soil T
j,0'
ILL
IRRIGATION SYSTEM DESIGN PARAMETERS
!i.t~s zio�Fd zlOC� <
! ���r t•:.> �C_ ?. Z°I L' __ Date:
14
Slope
(%) Cro (a)
(n, S q CA.) A
l
Maximum
Maximum
FA
Appllcallon
ppllcallon
Rate3
per Irrigation
Cycle3
(ln/lir
(Inches)
ConunenN
C-7
-
ISee attached map.
2Tolal field acreage minus required buffer areas.
312efer to N. C. Irrigation Guide, field Office Technical Guide, Section U G. Annual application must not exceed the agronomic rates for the soil and crop used.
IPOOI I D-160465
NRCS, NC
JUKE, 1996

i
TABLE 2 - Traveling Irrigation Gun Settings
Make, Model and Type of Equiprrfent:
Field Not Travel Application TRAVELLANE EQUIPMENT SETTINGS
Welled Operatin
and Speed Rate Nozzle g Operating
Effective Effective Diameter Dianteler Pressure
Hydrant No' (tumin Pressure Arc
I (ill/lit) Width lnf 1_englll (fl) (feel{ (incites) Gun
—2!- 1 (psi) Reel
�.OD 2.SC� �.c- �° (Psi) Pallent' Comments
C _
3 71
OO
3 so Pn Zoo
20
4
oo
'See attached map provided by the Field Office for field locations .
'Show Separate entries for each hydrant location in each field.
'Use the following abbreviations for vafious arc patterns: F (full circle), TQ (three quarters), T-r (Iwo Illirds),
May also use degree of arc ill degrees. VI (hill[ circle ,Tone- ( third), q (one (luaricr).
hrlmrinn Parameters
Oc 99b
Pill" � USDA -MRCS
Norlh carotin

CAWMP HARD -HOSE TRAVELER FIELD DATA SHEET *
1. Make and model number 1 J ; ', " :V
r .'�i?L
2. Hose length and hose inside diameter (ID) 9 r7 5 ' 3 , 7
I Gun make and model number J e J �j / 50
4. Gun nozzle size inch, 1.311- ring orifice, taper bore orifice.
(May need to measure nozzle diameter.)
5. Hydrant spacing _ feet. Indicate whether uniform, random.
Number of exterior hydrants Number of interior hydrants
6. Operating pressure at hose reel psi.
observed at working gauge, provided by owner.
7. Gun wetted diameter 3 O feet.
measured, ✓ based on gun chart.
8. Gun pressure 60 DR.
✓observed at working gauge,
based on calculations (show calculations),
determined from gun charts.
Supply line size inch (from pump to last hydrant).
Supply line length feet (maximum pumping distance).
Supply line type J. PVC, aluminum.
Pump make and model number _ C oR Ne 1 J ? # F F
Pump capacity, 220--
Engine make and model number L ;�. �� �� a.i T or
Electric motor horsepower and rpm hp rpm
Note: It is strongly recommended that operating pressure at the reel and gun wetted
diameter be field determined.
Locate each hydrant on a copy of the map. Indicate the start and stop of the sprinkler cart for
each travel lane and show distance traveled. Also indicate the normal arc angle of the gun for
each pull through a field. Show the location of the supply line. Irrigated acres will be
determined by travel lane
** Optional data, furnish where possible.
* * * Information furnished by
Signature of Owner or Facility Representative
Printed Name of Owner or Facility Representative
Date
and/or
Date
Signature of Technical Specialist
Printed name of Technical Specialist
*** Only the person or persons collecting the data should sign the data sheet.
B00119160467

I
FARMS 2104 & 2106
(1000 FAR -FEED EA)
CARROLL'S FOODS,INC.
PHILLIPS FARM
...............
A
3
J........
. ......... .. .
............... . .....
H
.......
..........
.. ................. p . ...............
............................ ..........
b
I ............................. co,
. .............
.......................................
Plot of the contour data for the surface;
Existing
Project:
Drawing: FARM 4 A -
Number:
Location:
Bid Date:
Engineer:
Owner.
Estimator:
Prepared by: Sitawork
.2104 2A
4..3
3A
2.7
3B
4.1
3C
7.0
3D
4.9
3E
6.0
3F
4.3
3G
4.2
3H
8.5
A/Oy 6A
6.4
6B
6..3
6C
3.4
6D
3.0
6E
7.1
6F
9.9
6G
7.0
6H
13.4
6J
10.1
6K
5.0
6L
7.9
6M
4.4
6N
4.4
60
4.6
138.9 TOT.
S001 19 160479

vrower: 2[iO4,i uesignea by: r bvv
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 02/27/09
County: Sampson Sheet 1 of 7 _
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
Nursery:
Wean to Finish:
Finishing:
Farrow to weanling:
Farrow to feeder:
Farrow to finish:
Boars:
Storage Period:
25 Yr. / 24 Hr Storm Event
"Heavy Rain" Factor
Rainfall in Excess of Evaporation
Additional Water Usage:
Additional Drainage Area:
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape? (Y/N)
Does Operator Want Emergency Spillway? (Y/N)
Was This Design Built Prior to Sept. 1996? (YIN)
Is Drain Tile Req'd to Lower SHWT? (Y/N)
Seasonal High Water Table Elev:-•--------------- -
Freeboard: -------------- - -
Emergency Spillway Flow Depth:
Side Slopes: ---- -------- ..-------
Top of Dike Elevation:
Finished Bottom Elevation: BOTTOM E
Start Pump Elevation: ----------------
Stop Pump. Elevation: ---------••------
LAGOON VOLUME REQUIRED VOL.
Depth
12.45 Ft.
20.16 In.
42.72 In.
DESIGN VOLUMES
Y
N
Y
N
0
0
3130 Hd.
0
0
0
0
120 Days
7.0 In.
7.0 In.
0
0
0.00
1.0 Ft.
3 :1 (H:V)
0.0
0.0
99.45 Ft.
87.00 Ft.
97.77 Ft.
95.89 Ft.
% REQ'D..
Storm Stor =
44000
(Cu.Ft.)
44,065
(Cu.Ft.)
100.15%
Temporary =
112793
(Cu.Ft.)
112,811
(Cu.Ft.)
100.02%
Permanent =
422550
(Cu.Ft.)
423,038
(Cu.Ft.)
100.12%
Total Volume =
579,344
(Cu.Ft.)
579,914
(Cu.Ft.)
100,10%
1/2 Treatment Volume = 211,275 (Cu.Ft.)
112 Treatment Volume Elevation = 91.81 Ft. 91.68 In.
90 Temporary Storage Volume Elevation = 96.19 Ft. 39.13 In.
Min. Required Liner Thickness ------------------- 1.8 Ft.
Lagoon Surface Area: (Inside TOD)------------------- 75,429 S.F.
Murphy-6iown, LLC Engineering P.O. Box 856, Warsaw, NC 28398 l [phone] l

,
' rower:
Address: PO Box 856
Warsaw, NC 28398
County: Sampson
.)esignea by:
Checked By:
Date:
Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: Cu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Elevation FT.
Area ,SF
90.00
40,254
91.00
43,643
92.00
46,874
93.00
49,693
94.00
52,250
95.00
54,785
96.00
57,338
97.00
60,221
98.00
64,102
99.00
68,198
99.45
75,429
These volumes were calculated using
TOTAL REQD VOL
579,344
CF
END PUMP = = = =
95.89
FT
START PUMP = =:
97.77
FT
MAX STORAGE =
98.45
FT
Incr. Vol. (Cu. FT)
41,949
45,259
48,284
50,972
53,518
56,062
58,780
62,162
66,150
32,316
DSE
02/27/09
Cumul. Vol. (Cu. FT �
133,164
175,113
220,371
268,655
319,626
373,144
429,205
487,985
550,146
616,296
648,612
the vertical average end area method.
CUMULATIVE
VOL.
ZONE VOL.
100.10%
423,038 CF
TR'MT
423,038
100.12%
535,849 CF
TEMP
112,811
100.02%
579,914 CF
STORM
44,065
100.15%
Murphy -Brown, LLC Engineering
P.O. Box 656, Warsaw, NC 28398
[phone]

1
t
Grower: 20043 __ __ Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 02/27/09
County: Sampson Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
(Animal ype pacify A VV {cu. . Ib) = ata
Nursery
0
30
1.00
0
Wean to Finish
0
115
1.00
0
Finishing
3,130
135
1.00
422,550
Farrow to weanling
0
433
_ 1.00
0
Farrow to feeder
0
522
1.00
0
Farrow to finish
Boars
0
T 0
1 1,417
1.00
0
0
400
1.00
Total Required Treatment volume tcu, rt.)=
Sludge Storage Volume:
Nursery
0
30
Wean to Finish
0
115
Finishing
3,130
135
Farrow to weanling
0
433
Farrow to feeder
0
522
Farrow to finish
0
1,417
Boars
0
400
Total Required Sludge Storage Volume (cu. ft.)=
Temporary Storage Volume:
Manure Production:
4z'4,a;
Q
0
0
Anima! Type Capacity " Sto_. Period . day) = Total
Nursery
0
120
0.30
0
Wean to Finish T
0
120
1.17
0
Finishing
120
1.37
514,572
Farrow to weanling
�3,130
0
120
4.39
0
Farrow to feeder
0
120-----
_5.30
_ _ 0
v �
Farrow to finish
Boars - -
0
- 0
120
14.38
0
120
4.06--0
iotai manure rroauction tgaisq=
Total Manure Production (cu.ft.)=
Excess Fresh Water:
DlM,3! L
68,793
Animal Type opacity to. Penod d. ay) =Total
'
Nursery
0
120
0.00
0
Wean to Finish
0
120
0.00
0
Finishing
3,130
120
0.00
0
Farrow to weanling
0
120
0.00
0
Farrow to feeder
0
120
0.00
0
Farrow to finish
0
120
0.00
0
Boars
0
120
0.00
0
Total Fresh Water Excess (gals.)= u
Total Fresh Water Excess (cu.ft.)= 0
Murphy -Brown, LLC Englneering P.O. Box 856, Warsaw NC 28398 (910) ,

1
Grower: _ 20043
Address: PO Box 856
/. Warsaw, NIC 28398
Countv: Sampson
- Designed By:_.
Checked By: DSE
Date: 02/27/09
Sheet 4 of 7
Temporar, Stor a Volume::Cont.1
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in.lft
Vol.= (75429 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 44,000
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'l Drainage Area) * 25Yr./24Hr. Storm(in) i 12in./ft.
Vol.= (75429 sq.ft + 0 sq.ft.) * 7.0 in. /12 in./ft.
Total Required Volume for 25Yr./24Hr. Storm Event (cu.ft)= 44,000
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addfl Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (75429 sq.ft + 0 sq.ft.) * 0.0 in. 112 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) = 0
(for Extended Periods of Chronic Rainfall)
I Additional Water Storage:
i No Additional Water Storage is Required
.-.,� 0 0
Total Required Storm Storage
(25Yr. / 241-1r. Storm +'Heavy Rain')= 44,000 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) = 112,793 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 422,550 (CU.FT)
TOTAL REQUIRED VOLUME = 579344 (CU.FT.)
r
Mfrf)rry-grown, LLU rtngrneenng

Grower. 20043 Designed By: KBW
Address: PO Box 856 Checked By: DSE
'I-` Warsaw, NC 28398 Date: 02/27/09
County: Sampson Sheet 5 of 7
LAGOON DESIGN SUMMARY
'up UI f.jmu CICvauul I
Emergency Spillway Crest Elevation
Top of 25Yr. / 24Hr. Storm Storage
f 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 Depths:
Nio
TOTAL DESIGN VOLUME = 579914 (CU.FT.)
99.45
FT.
Not Al
Applicable
98.45
FT.
Not
Applicable
97.77
FT.
95.89
FT.
Not
Applicable
0.00
87.00
FT.
Not
Applicable
Not
Applicable
3:1
H:V
75,429
SF
1.8
FT.
1.00
FT.
120
Days
Treatment / Sludge Storage Zone Depth ----------- 8.9 FT.
Temporary Storage Zone Depth --- ------ 1.9 FT.
Freeboard / Storm Storage Zone Depth --------- - 1.7 FT.
Total Lagoon Depth -------- 12.5 FT.

Grower: 2.00,43 Designe KBW
Address: PO Box 856 Checker DSE
Warsaw, NC 28398 Date: 02/27/09
County: Sampson Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV = 99.45
TOP OF STORM ELEV = 98.45 / 1
1 / 1
STRT PMP EL.= 97.77 t TOP OF TEMP STORAGE ELEV = 97.77 /
END PMP EL. = 95.89 TOP OF TREAT ELEV = 95.89 SHWT = 0.00
1 1
FINISHED BOTTOM ELEV = 87.00
wn, LLC Engineering P.O. Box 856, Warsaw NC 28398 (91

Grower: _ _� .._�.�. - 20043 ____-� _____-_. �_-•---- ---
Address: PO Box 856
^' Warsaw, NC 28398
County: Sampson
-Designed By: ^ KBW
Checked By: DSE
Date: 02/27/09
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:
r
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.
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw
1—N
10)

(;rower: 20063 nesigned y: KeVV
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 02/27/09
County: Sampson Sheet 1 of 7
- ANAEROBIC WASTE LAGOON DESIGN --
FARM- INFORMATION
Farm Population:
Nursery: -------------------
0
Wean to Finish: --------------------
0
Finishing: — ----- ------------
3130 Hd.
Farrow to weanling: ------ - --------
--
0
Farrow to feeder: — ------------
0
Farrow to finish: ----- ------------
0
Boars: ------------------
0
Storage Period: ---------••--------••
30 Days
25 Yr. / 24 Hr Storm Event -------------------
7.0 In.
"Heavy Rain" Factor
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)
------------
Y
Does Operator Want Emergency Spillway?
(Y/N)
------------
N
Was This Design Built Prior to Sept. 1996?
(Y/N)
------------
Y
is Drain Tile Req'd to Lower SHWT?
(YIN)
------------
N
Seasonal High Water Table Elev:-------- ------------
0.00
Freeboard: - ------
1.0 Ft.
Emergency Spillway Flow Depth:
Side Slopes: -------------------
3 :1 (H:V)
0.0
0.0
Top of Dike Elevation: ---------------
Depth
99.20 Ft.
Finished Bottom Elevation: ------------------
12,20 Ft.
87.00 Ft.
Start Pump Elevation: ----------------
20.04 In.
97.53 Ft.
Stop Pump Elevation: -- ----- -
31.8 In.
96.55 Ft.
LAGOON VOLUME REQUIRED VOL.
DESIGN VOLUMES
% REQ'D.
Storm Stor = 42716 (Cu.Ft.)
43,307 (Cu.Ft.)
101.38%
Temporary = 59915 (Cu.Ft.)
60,400 (Cu.Ft.)
100.81 %
Permanent = 422550 (Cu.Ft.)
424,366 (Cu.Ft.)
100.43%
Total Volume = 525,181 (Cu.Ft.)
528,073 (Cu.Ft.)
100.55%
1/2 Treatment Volume =
211,275 (Cu.Ft.)
112 Treatment Volume Elevation =
92.57 Ft.
79.60 In.
90 Temporary Storage Volume Elevation =
NIA Ft.
N/A in.
Min. Required Liner Thickness ---
Lagoon Surface Area: (Inside TOD) ---
1.8 Ft.
73,228 S.F.
Murphy-Slvwn, LLC Engineering P. 0. Box 856, Warsaw, NC 28398 [phone]

rower: _.....v��sC�r
- -_��_ ---- --- ----- -
-- uesignedy: --
-:i�,' _
Address:
PO Box 856
Checked By:
DSE
Warsaw, NC 28398
Date:
02/27/09
County:
Sampson
Sheet 2 of 7
ACTUAL DESIGN VOLUME
CALCULATIONS
BASE VOLUME:
Cu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Elevation IFT.)
Area-I'SF,
Incr. Vol. "Cu, FT)
Cumul. Vol. (Cu. FT
87.00
18,318
16,686
88.00
26,360
22,339
39,025
89.00
33,206
29,783
68,808
90.00
37,692
35,449
104,257
91.00
41,258
39,475
143,732
92.00
44,824
43,041
186,773
93.00
48,090
46,457
233,230
94.00
51,203
49,647
282,877
95.00
54,366
52,785
335,661
96.00
57,580
55,973
391,634
97.00
61,445
59,513
451,147
98.00
65,421
63,433
514,580
99.00
69,511
67,466
582,046
99.20
73,228
14,274
596,319
These volumes were calculated using the vertical average end area method.
TOTAL READ VOL 525,181 CF
CUMULATIVE VOL. 1 ZONE VOL
END PUMP = = = =
96.55
FT
424,366
CF
TR'MT
424,366
START PUMP = = :
97.53
FT
484,766
CF
TEMP
60,400
MAX STORAGE =
98.20
FT
528,073
CF
STORMI
43,307
100.55%
100.43%
100.81 %
101.38%
Murphy -Brown, LLC Engineering P.O. Box 856,Warsaw, NC 28398
[phone]

Grower: 20063 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 02/27/09
County: Sampson Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume: _
Animal Type Capacity ALF (cu. J b) = Total
Nursery
0
30
1.00
0
Wean to Finish
0
115
1.00
0
Finishing
3,130
135
1.00
422,550
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
I
0
total Required Treatment Volume (cu. it.)= 422,550
Sludge Storage Volume:
Animal Type Capacity Ai [cu. t.flh) ='Total
Nursery
0
30
0.00
5-
Wean to Finish
0
115
0.00
0
Finishing
3,130
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.)= 0
Tem ora Storage Volume:
Manure Production:
AnimalType
Nursery
Wean to Finish
Finishing
'—rapacity
_ _ 0
0_
3,130
Sto. Period dJday)= Tot�aF—���
30 0.30
30 1.17
30 1.37
0
6-
128,643
Farrow to weanling
0
30
4.39
5.30
0
0
Farrow to feeder
_
0
30
Farrow to finish
0
�30
14.38
0
Boars
0
30
4.06
0
Total Manure Production (gals.)= 128,643
Total Manure Production (tuft.)= 17,198
Excess Fresh Water:
Animal Type a�pac�ty Sto. Period d, days = Total
Nursery.
0
30
0.00
0
_
Wean to Finish _
0
30
0.00
0
Finishing
3,130
30
0.00
0
Farrow to weanling
0
30
0.00
0
Farrow to feeder
0
30
0.00
0
Farrow to finish
0
30
r:::400
0Boars
0
30
0
Total Fresh Water Excess (gals.)= 0
Total Fresh Water Excess (cu.ft.)= 0
r�

Grower:
20063
Address: PO Box 856
Warsaw, NC 28398
County: Sampson
Designed By: KBW
Checked By: DSE
Date: 02/27/09
Sheet 4 of 7
Temporary Storage Volume: iCont..,
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft
Vol.= (73228 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.= (73228 sq.ft + 0 sq.ft.) * 7.0 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.= (73228 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
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 = 525181 (CU.FT.)
42,716
42,716
42,716 (CU.FT)
59,915 (CU.FT)
422,550 (CU.FT)
I
0

Grower: 20063.r=__-_..Designed By:— --_ ..--..-- KBW-.._�... _-
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 02/27/09
County: Sampson Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation
99.20
FT.
Emergency Spillway Crest Elevation -- ------------ ---
Not Al Applicable
Top of 25Yr. / 24Hr, Storm Storage ------ -------- —
98.20
FT.
Top of "Heavy Rain" Storage ---------------•----
Not
Applicable
i Start Pump Elevation ------------------
97.53
FT.
r End Pump Elevation --- - - ------
96.55
FT.
I Top of Sludge Storage ---------------- -----
Not
Applicable
1 Seasonal High Watertabie Elev.------- -----------
0.00
Finished Bottom Elevation -------- ----------
87.00
FT.
Inside Top Length ------- -----------
Not
Applicable
Inside Top Width ------------- --
Not
Applicable
Side Slopes ----------- — --- --
3:1
H:V
Lagoon Surface Area --- ------------ ---
73,228
SF
Min. Liner Thickness (if required) --- ---------- ----
1.8
FT.
Freeboard Depth -----------
1.00
FT.
Temporary Storage Period ------------------
30
Days
Zone Depths:
0
TOTAL DESIGN VOLUME = 528073 (CU.FT.)
Treatment / Sludge Storage Zone Depth --------- 9.6 FT.
Temporary Storage Zone Depth ---------- 1.0 FT.
Freeboard / Storm Storage Zone Depth - --- 1.7 FT.
Total Lagoon Depth -•--- -- 12.2 FT

Grower: 20063
Address: PO Box 856
Warsaw, NC 28398
County: Sampson
l
i
STRT PMP EL.= 97.53
END PMP EL. = 96.55
Designe KBvU
Checker DSE
Date: 02/27/09
Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV = 99.20
11
TOP OF STORM ELEV = 98.20 /
/ 1
TOP OF TEMP STORAGE ELEV = 97.53 /
TOP OF TREAT ELEV = 96.55 SHWT = 0.00
r
ff
/
FINISHED BOTTOM ELEV = 87.00
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: �—--20063 Designed Bye KBW
Address: PO Box 856 Checked By: DSE
' Warsaw, NC 28398 Date: 02/27/09
County: Sampson 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: Z. L 7 D
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.
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

U. S. Department of Agriculture NC-ENG-14
Soil Conservation Service 8/72
File Code ENG-11
TcF+TM�'N7` LQGoon�
PLAN OF
SCD /..._
Name e7� oGC:s SNc• No. REAP Ac 4, Date I 1 ± 17 d(P
Req.
LENGTH 4e o
\` SIDE SLOPE 3 TO 1
c ¢�' a AVE. TOP ELEV. QF.
------MID SECTION
/ \ f
W I°,
AVE. BOTTOM ELEV. /
/ 3 /
1
LENGTH
_ 4 - . T • I
Volume I (D , SS6 cu. ds . Acre f t. Pond Use o541
�, Y 1.�i
12' berm with less than 6' spoil height sloped away from pond
1' berm with less than 3' spoil height uniformly spread & sloped away from pond
Volume in depth Crea of top) + (area of bottom) + (4 x area midsection
cuyds. 6_
27
Surface Area acres (If more
than 0.25 ac. "Impounding Permit"
is required)
Volume REAP Cost Sharing
cu. yds.
Soil Type
B.M. Description Ko, L in bd5e
0 5" Pinc ca d i-F,-
k_ & . L n e G , Sim . 1-+-o a
elan-:k1- " Elev. SD.o.
Distribution:
1 copy landuser
1 copy plan folder
B00119160431

TYPICAL VIEW OF A ONE -STAGE LAGOON SYSTEM
Ssa��Gso� C'ov.vey
Lnement Building Top Width 17-'
Pit
L.
G
J
C4
0
00
Pipe (Needs to be adequately
supported)
Settled Top Elevation 51. o
Fluid Elevation 49. o C49 3
ii SS : 1
�i SS 3 SS 3 1 1
/TREATMENT
u LAGOON
Depth
Bottom Elevation 39•o
I

BARWICK AG SERVICES, LLC
Appendix 1. Lagoon Sludge Survey Form
A. Farm Permit or DWQ Identification Number
B. Lagoon Identification
CLINTON, NC Revised August 2008
Packs Pride 82-475
Houses 1-3
C. Person(s) Taking Measurements Curtis Barwick
D. Date of Measurement 11/16/2022
E. Methods/Devices Used for Measurement of:
a. Distance from the lagoon liquid surface to the top of the sludge layer.
Disc
b. Distance from the lagoon liquid surface to the bottom (soil) of the lagoon.
pvc pipe
c. Thickness of the sludge layer if making a direct measurement with "core sampler".
F. Lagoon Surface Area (using dimensions at inside top of bank): 1.42 (acres)
(Draw a sketch of the lagoon on a separate sheet, list dimensions, and calculate surface area. The lagoon
may have been built different than designed, so measurements should be made.)
G. Estimate number of sampling points:
a. Less than 1.33 acres: Use 8 points 10 points measued
b. If more than 1.33 ac. acres x 6 , with maximum of 24.
(Using sketch and dimensions, develop a uniform grid that has the same number of intersections as the
estimated number of sampling points needed. Number the intersection points on the lagoon grid so that data
recorded at each can be easily matched.)
H. Conduct sludge survey and record data on "Sludge Survey Data Sheet" (Appendix 2). Also, at the
location of the pump intake, take measurements of distance from liquid surface to top of sludge
layer and record it on the Data Sheet (last row); this must be at least 2.5 ft when Irrigating.
I. At the time of the survey, also measure the distance from the Maximum Liquid Level to the Present Liquid
Level (measure at the lagoon gauge pole):
J. Determine the distance from the top of bank to the Maximum Liquid Level
(use lagoon management plan or other lagoon records)
K Determine the distance from the Maximum Liquid to the Minimum Liquid level:
(use lagoon management plan or other lagoon records)
L. Calculate the distance from the present liquid surface level to the Minimum Liquid Level
(Item K Minus Item 1, assuming the present liquid level is below the Maximum Liquid Level)
M. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the
lagoon bottom (average for all the measurement points)
N. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the top
of the sludge layer (average for all the measurement points):
O. Record from the Sludge Survey Data Sheet the average thickness of the sludge layer.
P. Calculate the thickness of the existing Liquid Treatment Zone (Item N minus item L):
Q. If item O is greater than Item P, proceed to the Worksheet for Sludge Volume and Treatment Volume.
If Item O Is equal to or less than Item P, you do^t have to determine volumes.
Completed by:
Curtis Barwick
Print Name /Signatu
1.3
1.7
1.9
0.6
10.6
1.2
9.4
0.6
2.5 at pump intake
Date. 11/1612022

Appendix 2. Sludge Survey Data Sheet* Revised August 2008
Lagoon Identification_
Completed by:
Print Name
Signature
Date:
(A)
(B)
(C)
(C)-(B)
Grid Point
Distance from liquid surface
Distance from liquid surface
Thickness of sludge layer
No.
to top of stud a
to lagoon bottom (soil)
Ft & in.
Ft tenths
Ft. & In.
Ft. (tenths)
Ft. & in.
Ft. tenths
1
2 0
2.0
10 7
10.6
8.6
2
1 8
1.7
10 7
10.6
8.9
3
0 10
0.8
10 7
10.6
9.8
4
1 0
1.0
10 7
10.6
9.6
5
1 1
1.1
10 7
10.6
9.5
6
1 1
1.1
10 7
10.6
9.5
7
0 11
0.9
10 7
10.6
9.7
8
0 10
0.8
10 7
10.6
9.8
9
0 9
0.8
10 7
10.6
9.8
10
1 6
1.5 i
10 7
10.6
9.1
11
0.0
0.0
0.0
12
0.0
0.0
0.0
13
0.0
0.0
0.0
14
0.0
0.0
0.0
15
0.0
0.0
0.0
16
0.0
0.0
0.0
17
0.0
0.0
0.0
18
0.0
0.0
0.0
a 19
1
0.0
0.0
0.0
20
0.0
0.0
0.0
21
0.0
0.0
0.0
22
0.0
0.0
0.0
23
0.0
0.0
0.0
24
0.0
0.0
0.0
Number of points with readings
10.0
X X
10.0
X X
10.0
Average of
Dints
X X
1.1666667
X X
10.583333
X X
9A16666667
At pump
j
0.0
I
X X X X X X
Intake
*AH Grid Points and corresponding sludge layer thicknesses must be shown on a sketch attached to this
Sludge Survey Data Sheet.

Appendix 3. Worksheet for sludge volume and treatmentvolume
Revised August 2008
The average thickness of the sludge layer and the thickness of the existing liquid (sludge -free) treatment zone are determined
from the information on the Lagoon Sludge Survey Form ( items O and P, respectively). In this example, the average sludge
layer thickness is 2.5 feet and the existing liquid treatment zone is 3.5 feet. If the lagoon has a designed sludge storage volume,
see notes at end of the worksheet. The dimensions of the lagoon as measured and the side slope are needed
for calculations of sludge volume and of total treatment volume. If the lagoon is a standard geometric shape, the sludge
volume and the treatment volume in the lagoon can be estimated by using standard equations. For approximate volumes
of rectangular lagoons with constant side slope, calculate length and width at the midpoint of the layer, and multiply by layer
thickness to calculate layer volume, as shown in the example. For irregular shapes, convert the total surface area to a square
or rectangular shape. For exact volumes for lagoons with constant side slope, the "Prismoidal Equations" may be used.
1. Average sludge Layer Thickness M.
2. Depth of the lagoon from top of bank to bottom soil surface (D)
3. Slope = Horizontal/vertical side slope (S)
4. Length at the top of inside bank (L)
5. Width at top inside slope (W)
6. Length at midpoint of sludge layer L„,= L-28(D-(T/2))
7. Width at midpoint of sludge layer Wm= W-2S(D-M2))
8. Volume of sludge (Vs) Vs=LR, Wm T
9. Volume in gallons: Vs9=V*7.5 gal./ft?.
10. Thickness of existing liquid tmt. zone (Y)
11. Thickness of total treatment zone (Z) Z= T+Y
12. Length at midpoint of total tmt. zone L== L-2(S)(D-(Z/2)
13. Width at midpoint of total tmt Zone Wz = W-2(S)(D-(Z/2)
14. Volume of total treatment zone (Vz) Vz = LZWZZ
Example
Your Lagoon
2.5
ft.
9.4
ft.
11
ft.
13.6
ft.
3
3.0
457
ft.
415.0
ft
229
ft
150.0
ft.
398.5
ft.
351.6
fL
170.6
ft.
96.6
ft.
169,860
ft3
328,347
ft3
1,273,960
gal.
J 2,462,604
gal.
3.5
ft
0.6
ft
6
ft
10.0
ft
409
ft
363.4
ft.
181
ft.
98.4
ft.
444,174
ft
357,586
ff
15. Ratio ( R ) of sludge layer volume to total Treatment Volume
R = Vs)Vz 0.38 0.92
If the ratio R exceeds 0.60, than a sludge Plan of Action may be required. Check with DWQ for Information
on filing the Plan of Action.
Note: If the lagoon has a designed sludge storage volume (DSSV), subtract that volume from both the volume
of sludge (Vs) (Item 8) and from the volume of total treatment zone (Vz) (Item 14), and take the ratio.
Then, R = (Vs-DSSV) / (Vz - DSSV)
Example: if DSSV = 85,000 fe, then R = (169,860 - 85,000) / (447,174 - 85,000) = 84,860 / 362,174 = 0.24.
16. Design sludge storage volume (DSSV) 85,000
17. Ratio (R) of sludge layer volume to treatment volume adjusted
for designed sludge storage volume 0.24 o.92

Ts-
61.1.m
5C)

Version —November 26, 2018
Mortality Management Methods
Indicate which methods) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should beat least one foot above the seasonal
high water table. Attach burial location map and plan.
Q 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 Q A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). if compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
Q In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
Q 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.
Signat �Farm 4er/Manager Date
Signature of Technical Specialist Date

Swine Farm Waste Management — Odor Control Checklist
INSTRUCTIONS FOR USE
Permit No.:
Owner Signature:
♦ Odor Control Checklist is required by General Statute 143-215.10C(e)(1)
♦ Check any/all the BMPs you will implement on this facility.__ Items checked/selected become a requirement of the CAWMP.
♦ Items in bold or pre -selected are required.
♦ Add any site -specific details related to the selected BMPs
♦ Include any other odor control measures not listed
♦ NOTE: Not all BMPs may be cost-effective for every facility. Evaluate each BMP prior to selecting for your facility.
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
FARMSTEAD
♦ Swine Production ❑ Maintain vegetative or wooded buffers at or • Traps dust and gases, provides dilution
near property boundary and visual screening
• May require third party input/approval
♦ Improper drainage ❑ Grade and landscape so water drains away • Reduce odors and vectors that occur
from facilities and prevent ponding with stagnant conditions
❑ Maintain farm access roads and prevent traffic • Prevents spillage during transport and
in waste application area tracking of waste onto public roads
❑ Other BMPs — please describe
MORTALITY MANAGEMENT
♦ Carcass ® Dispose of mortality using method approved
Decomposition by NCDA&CS State Veterinarian. Manage
According to CAWMP (Mortality Management
Checklist) and permit(s).
❑ Put carcasses in refrigerated (or freezer) dead
boxes within 24 hours for short-term mortality
storage.
♦ Incomplete Incineration ❑ Use incinerators with secondary burners for
complete combustion.
❑ Other BMPs — please describe
• 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.:
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
HOUSE / BARN — WASTE HANDLING
♦ Flush tanks
❑ Install flush tank covers
• Pit -flush systems
♦ Odorous Gases
❑ Flush pits at least 4 times per day
• Pit -flush systems
♦ Partial microbial
❑ Empty pits at least once every 7 days
• Pit -recharge or "pull -plug" systems
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
• Monitor for any solids accumulation in pit
chemical additive
❑ Other BMPs — please describe
HOUSE / BARN — FLOOR AND INDOOR SURFACES
♦ Manure covered floors ❑ Scrape manure from alleys into pens daily
❑ Install fully slotted floor system
❑ Install waterers over slotted floor area
❑ Install feeders at high end of solid floors
♦ Odorous Gases ❑ Scrape manure buildup from floors and walls
❑ Keep floors dry
❑ Install underfloor ventilation for drying
❑ Replace bedding/scrape at frequency to
keep bedding dry
❑ Other BMPs — please describe
• 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.:
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
HOUSE / BARN —VENTILATION
♦ Dust ❑ Clean fans regularly — specify frequency
♦ Volatile/odorous gases ❑ Efficient air movement
❑ Install temperature and humidity sensors to
control ventilation
❑ Treat barn exhaust
❑ Other BMPs — please describe
HOUSE / BARN — FEED
♦ Dust ❑ Install feed covers
♦ Adsorbed Gases ® Keep outdoor feed storage covered except
When necessary to add/remove feed
❑ Minimize free -fall height of dry feed
❑ Install feed delivery downspout extenders
to the feed covers
❑ Remove spoiled/unusable feed on regular basis
❑ Feed pellets instead of dry meal
❑ Use feed additives
♦ Ammonia ❑ Use feed -reduced crude protein diet
❑ Other BMPs — please describe
HOUSE / BARN — GENERAL
♦ Dust ❑ Install temperature and humidity sensors
♦ Odorous Gases to control ventilation
❑ Use ultraviolet light to treat indoor air
❑ Use indoor or outdoor electrostatic space
charge system
❑ Other BMPs — please describe
Swine AMOC
• Examples: biofilters, wet scrubbing, windbreaks
• May reduce ventilation rate depending on method
• Required by rule 15A NCAC 02D .1802
• May require third party input/approval
• May require third party input/approval
• May require third party input/approval
• Maintain relative humidity at 40 to 65%
• Can be used to treat exhaust air
Page 3 of 6
APPROVED — 7/25/2019

Swine Farm Waste Management — Odor Control Checklist
Permit No.:
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
LAGOON / WASTE STORAGE STRUCTURE
♦ Volatile Gases ® Maintain proper lagoon volume
LAND APPLICATION
• Sufficient liquid volume/depth is required
for proper anaerobic treatment
❑ Minimize free -fall height of waste from
discharge pipe to lagoon surface
❑ Extend discharge point of pipe to below lagoon • Use caution not to scour or damage lagoon liner
liquid level
❑ Maintain proper surface area -to -volume ratio
❑ 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
♦ 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
• Monitor for any increase in rate of solids accumulation
• Methane can be flared if not utilized
• Required by rule 15A NCAC 02D .1802
• Avoid application on known weekends,
special days, or holidays/eves if possible
Swine AMOC Page 4 of 6 APPROVED — 7/25/2019

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

ADDITIONAL INFORMATION
Air Management Practices Assessment Tool (AMPAT)
AHG-538-A Certification Training for Animal Waste Management Systems: Type A
EBAE 103-83 — Lagoon Design and Management for Livestock Manure Treatment and Storage
EBAE 128-88 — Swine Production Facility Manure Management: Pit Recharge -Lagoon Treatment
EBAE 129-88 — Swine Production Facility Manure Management: Underfloor Flush -Lagoon Treatment
EBAE Fact Sheet — Calibration of Manure and Wastewater Application Equipment
EBAE Fact Sheet — Swine Production Farm Potential Odor Sources and Remedies
NC MRCS 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; PRO1071995 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

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

I. Definitions
Anaerobic Digestion - A method of wastewater treatment that utilizes the natural
decomposition of the waste by bacteria in the absence of oxygen to produce gases commonly
referred to as biogas.
Anaerobic Digester - A basin or tank that holds the wastewater for anaerobic digestion.
Biogas - Produced by anaerobic digestion, and is typically comprised of approximately 55%
methane (the primary constituent of natural gas), with the remainder being mostly carbon
dioxide (CO2).
Anaerobic Digester System 0&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 0&M Page 4 of 16

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

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

when needed, such as when servicing the upstream pump). The two pipes join together
by a tee, and the downstream pipe leads to the inlet of the digester.
During normal operation, the pumps may run several times an hour to pump waste to
the lagoon. Only one pump will run at any given time, normally, where the pumps will
alternate between cycles (Pump 1 will run while Pump 2 is off, and in the next cycle
Pump 2 will run while Pump 1 is off, and so on). It is not uncommon, however, for both
pumps to operate during higher inlet flows.
The pumps can also be controlled manually, if desired, or in times of troubleshooting,
etc. The control panel next to the pump station includes toggle switches for each pump,
which can be set to either (1) Auto (for normal float -based operation), (2) Off, or (3)
"Hand" (i.e., manual operation).
The alternating of pumps can also be changed within the control panel, where a toggle
switch allows the operator to choose "Lock 1", "Alternate", or "Lock 2". During normal
operation, the toggle switch will remain at "Alternate" in order to alternate the pumps
between pumping cycles, but the operator can choose to lock the use of Pump #1 or
lock the use of Pump #2 if needed.
The gravity outlet of the anaerobic digester leads to the inlet of the effluent pump
station, and the invert is set at the freeboard of the digester so that the digester
maintains a constant level. The inlet pipe to the effluent pump station should remain
submerged in water at all times to prevent the escape of gases from beneath the
digester cover.
Note: Some farms do not have Effluent Pump Stations; rather than using an Effluent
Pump Station, the waste gravity flows from the anaerobic digester to the lagoon.
6) Storage Basin
The effluent of the anaerobic digester flows from the anaerobic digester outlet pipe to
the storage basin. The storage basin is used to store the treated effluent subsequent to
anaerobic digestion. The individual farm owners are responsible for the operation and
maintenance of the storage basins. However, as this is a critical part of the integrated
system, the Operator should note any abnormal operation of the storage basin, such as
leaks or excessive liquid level, and communicate such observations to the farm owner.
During normal operation, the storage basin will most often appear to be inactive. Waste
will periodically flow from the anaerobic digester outlet pipe into the storage basin via
gravity. The outlet pipe from the anaerobic digester into the storage lagoon should
remain submerged at all times to prevent the escape of gases from beneath the digester
cover. As such, it is not uncommon for the pipe to turn down and follow the direction of
the inner slope of the lagoon to ensure submergence during times when the lagoon
liquid level may be low due to normal pumping and irrigation activities.
7) Biogas Conditioning System
Anaerobic Digester System 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 3`d party, but the information is included in this 0&M
for reference.
The biogas from the anaerobic digester is commonly at 100% relative humidity; the
biogas is purported to be near 6% relative humidity after going through the conditioning
system. The moisture that is removed should be directed back to the digester mixing
pump station or other suitable reception pipe for proper management of the
condensate.
During normal operation, the conditioning system should run without any need for
input from the system operator. Audible and visual alarms will indicate issues with the
system. The discharge pressure and flow rate can be manipulated by the operator
through adjustment of the pressure regulator on the bypass line and through
adjustment of the variable frequency drive. The automatic shutoff feature, whereby the
operator can set the vacuum pressure shutoff point. As the biogas conditioning skid
approaches this setpoint, it will automatically reduce blower or compressor speed to
seek a flowrate that matches the biogas production. If the vacuum pressure exceeds
the setpoint, the biogas conditioning skid will shutdown and trigger an alarm to the
operator via telemetry system.
8) Flare
During normal operation, the flare located at each farm should not necessary. In times
of need, such as catastrophic failure of the biogas conveyance pipeline, the flare may
need to be operated to consume excess accumulated biogas from the digester. The
flare is not an automated system, and the Operator must articulate the biogas piping
control valving to direct biogas from the digester to the flare, and ignite the flare. Care
must be taken by the Operator in igniting the flare, as biogas is highly flammable.
Each flare also has a condensate trap manhole. Contained inside is a small PVC drain
pipe and PVC drain valve. The PVC drain valve should remain closed at all times unless
the Operator is removing condensate. Should the valve be left open, biogas will escape
from the piping. Periodically, and at a frequency determined appropriate by the
Operator, these condensate traps will be opened momentarily to drain and remove any
condensate collected in the piping. It is recommended that the condensate drain valve
only be opened when the biogas piping is pressurized, as should the valve be opened
under no pressure, ambient air may enter the biogas piping and challenge biogas
upgrading by the GUS.
9) Transfer Pump
The transfer pump transfers accumulated effluent among available storage basins as the
farm owner deems necessary to optimize effluent storage. The transfer pumps are
simply and manually operated through use of a local disconnect. Under normal
Anaerobic Digester System O&M Page 8 of 16

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

equipment as chosen by the farm owner, such as slurry tanks or umbilical hose application
systems. All sludge applications should be done in accordance with the approved waste
utilization plan and nutrient management plan for the farm or hauled via tanker to an
approved application site by a contract sludge hauler.
Typically, a small amount of sludge will need to be removed from the anaerobic digester
every other year. The system operator can monitor sludge accumulation via the inspection
ports on top of the digester cover. A pipe or gauge with graduated markings used to
determine depth may be used to assess the sludge depth in the digester. Care should be
taken when inserting the gauge or pipe to not apply excessive pressure or otherwise
puncture the digester liner. Sludge accumulation should be assessed on an annual basis by
the system operator. As the digester cover typically accumulates biogas, care should also be
taken by the operator to remove as much accumulated biogas as possible prior to opening
the inspection port and measuring sludge accumulation. As biogas production slows during
cold weather, it is recommended that this measurement occur during the winter when
biogas accumulation is at a minimum.
After completion of sludge removal activities using the anaerobic digester mixing pumps,
the operator should reconnect all fittings and piping as found prior to the sludge removal
and re-engage the digester mixing pumps operation in accordance with the schedule and
manner in which they had been previously operated.
See Appendix C of this document for an operations and maintenance checklist (daily,
monthly, quarterly, semi-annually, annually).
B. Troubleshooting
Refer to equipment O&M manuals as necessary, summarized below:
1. Influent Pump Station
2. Mixing Pump Station:
3. Effluent Pump Station
4. Biogas Conditioning System
5. Transfer Pump:
4" Hog Manure Pump or 4" High Pressure Pump
(Electric Pumps)
8" Flush Pump (Electric Pump)
4" Hog Manure Pump 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 0&M Manual kept onsite in the farm office building (or wherever farm records are kept
for each farm) provides step-by-step instructions for field repair or securing the piece of
equipment until qualified repair personnel arrive.
This Manual contains emergency contact numbers for the repair or replacement of the
supplied equipment in Appendix A.
Anaerobic Digester System 0&M Page 10 of 16

D. Warranty Information
1) Farm Site
(1) Influent Pump.Station: "GEA Farm Technologies... warrants to the original buyer and
end user... that the parts of all equipment sold under the Company trademark are free
from defects in material or workmanship for a period of twelve (12) months from the
date of delivery of the equipment to the Purchaser.. Any equipment used for commercial
usage, commercial lease on one or more farms is warranted for a reduced period of
thirty (30) days only."
(2) Anaerobic Digester Liner and/or Cover:
Workmanship: "Plastic Fusion Fabricators, Inc. hereby warrants that the linings
installed by Plastic Fusion Fabricators, Inc. under this warranty shall be installed
free from defects in Plastic Fusion Fabricators' workmanship. The warranty set
forth in the preceding sentence (the "Workmanship Warranty") shall commence
upon acceptance of the work and shall expire on the last day of a period of 1
year from said date..."
Material: "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 Form Technologies... warrants to the original buyer and end
user... that the parts of all equipment sold under the Company trademark are free from
defects in material or workmanship for a period of twelve (12) months from the date of
delivery of the equipment to the Purchaser.. Any equipment used for commercial usage,
commercial lease on one or more farms is warranted for a reduced period of thirty (30)
days only."
(4) Effluent Pump Station: "GEA Farm Technologies... warrants to the original buyer and
end user... that the parts of all equipment sold under the Company trademark are free
from defects in material or workmanship for a period of twelve (12) months from the
date of delivery of the equipment to the Purchaser.. Any equipment used for commercial
usage, commercial lease on one or more farms is warranted for a reduced period of
thirty (30) days only."
(5) Biogas Conditioning System (managed by 3" 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:
Influent Pump Station
Anaerobic Digester Cover
Mixing Pump Station
Transfer Pump
Flare
Mechanical Installation & Controls
Lee Brock
Brock Equipment Company
[e-mail]
[phone]
Plastic Fusion Fabricators, Inc.
Larry Hice
[e-mail]
[phone]
Lee Brock
Brock Equipment Company
[e-mail]
[phone]
Lee Brock
Brock Equipment Company
lee@brockeguipment.
[phone]
ProPump & Controls Inc.
Jeff McGuire
Work: [phone]
Cell: [phone]
ProPump & Controls Inc.
Jeff McGuire
Work: [phone]
Cell: [phone]
Anaerobic Digester System 0&M Page 13 of 16

Regulatory and other Agencies:
Anaerobic Digester System O&M Page 14 of 16

Appendix B: Farm Operations and Maintenance
Checklist
Operator Present:
Time/Date:
Farm System Checklist: Mark Yes/✓ or No/X as applicable, fill in blanks where specified
Manure Collection / Feedstock System
Perform visual appraisal of waste collection system.
Any visible signs of overflow or malfunctioning?
Check influent pump stations. Any Alarms?
Put each influent pump in "Hand". Operating
normally?
Any rattling or unusual noises from influent pumps?
Any observed leaks or spills from pipes, fittings, or
well?
Test the alarm. Functioning?
Excessive accumulation of solids or debris in well?
Agitation system in need of operation?
RECORD THE RUN HOURS FOR PUMP 1
RECORD THE RUN HOURS FOR PUMP 2
RECORD THE RUN HOURS FOR PUMP 3
RECORD THE RUN HOURS FOR PUMP 4
Digester System _
Perform visual appraisal of digester (walk around).
Any visible signs of overflow or malfunctioning?
Does the cover appear to be leaking gas / odorous?
Any visible tears, rips, or holes observed in the cover?
>10% cover area under stormwater/rainwater?
Check mixing pump stations. Any Alarms?
Put each mixing pump in "Hand". Operating
normally?
(not necessary if mixing pumps running during visit)
Any rattling or unusual noises from mixing pumps?
Any observed leaks or spills from pipes, fittings, or
well?
Excessive accumulation of solids or debris in well?
Agitation system in need of operation?
RECORD THE RUN HOURS FOR PUMP 1
RECORD THE RUN HOURS FOR PUMP 2
RECORD THE RUN HOURS FOR PUMP 3
RECORD THE RUN HOURS FOR PUMP 4
Biogas Skid
Are there any alarms?
Are there any fluid leaks observed?
Check oil level — oil needed?
Anaerobic Digester System 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

FARM 2104 AND 2106
BIOGAS SYSTEM
SAMPSON COUNTY, NORTH CAROLINA
OWNER
HD3 FARMS OF THE CAROLINAS LLC
SR 1942 2184 MJ JOHNSON RD
FINAL DESIGN
TURKEY, NORTH CAROLINA 28393
NOT RELEASED FOR
CONSTRUCTION
�

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
- COVER & SHEET INDEX
C.2.9.1
- FARM 2104 AND 2106 OVERALL SITE PLAN
C.2.9.2
- HYDRAULIC PROFILE
C.3.1
- INTENTIONALLY LEFT BLANK
C.3.2
- INFLUENT & EFFLUENT PUMP STATION DETAILS
C.3.3 -
MIXING PUMP STATION DETAIL
C.3.4 -
DIGESTER DETAILS
C.3.4A -
COVERED LAGOON DETAILS
C.3.5 -
EROSION CONTROL DETAILS
C.3.6 -
MISCELLANEOUS DETAILS 1
C.3.7 -
MISCELLANEOUS DETAILS 2
LEGEND
EXISTING
PROPOSED
- - —
PROPERTY LINE
LIMITS OF DISTURBANCE
LOD
SibIMFNT FENCE
SF
----25----
MAJOR CONTOURS
25
----2s----
MINOR CONTOURS
2e
--
FORCEMAIN
- FM
INFLUENT FORCEMAIN
- IFM
EFFLUENT FORCEMAIN
EFM
- —
TRANSFER FORCEMAIN
TFM
-
PLUG VALVE
W
SOLENOID VALVE
O
REDUCER
AIR RELEASE VALVEV
CLEANOUT
MANHOLE
m
m
GRAVITY MAIN
GM —
STORM PIPE
DITCH
—
OVERHEAD ELECTRICAL
OE
UNDERGROUND ELECTRICAL
UTILITY POLE
0
TELEPHONE PEDESTAL
UNDERGROUND TELEPHONE
FIBER OPTIC PEDESTAL
FIBER OPTIC
FENCE
LINE
TREE LINE
WETLANDS
— WET —
APPROXIMATED WETLANDS
JACK AND BORE
BORE PIT
O
EXISTING IRON PIPE
TEMPORARY ROCK CHECK DAM
40
gas
GAS
— GAS
MONITORING WELL
Z
SHRUB
9
TREE
®n
LIGHT
#
ROAD CENTERLINE
-
EDGE OF PAVEMENT
CHECK VALVE
0
BIOGAS
B
WELL
)F-1
SAMPSON COUNTY
NORTH CAROLINA
RECEIVED
DEC 19 2022
NC DEQ/DWR
Central Office
' l ) /^-TURKEY/ NC \�
-- CLINTON, NC J - SMIhiFIELD
FFICE
BlDcas /R,�....j.. �jfil
- 1- PIPELINES ;^ ^o i WARSAW�NC
'�--ALIGNMENT '"T'y i 1
��
.CARROLLS RD. -
-
����!
}� `' MAGNOLIA, NC
\�
P m hSTORE RD.
_ K. BRYAN RD.
(SR 1944) - f. •� %-
Y TRINITY CHURCH RD. J
(SR 1118) ROSE HILL, NC -
VICINITY MAP
SCALE.- NOT TO SCALE
BEFORE YOU DIG!
NC ONE CALL
(TOLL FREE) ,.,,,,,,,,,,„
�n

.....
(OR 1-800-632-4949) ""^&.
IT'S THE LAW!
CAVANAUGH
Stewardship through innovation
DATE. DECEMBER 12, 2022 SHEET C.1.1 PROJECT NO. BE.19.006

r `/1" \✓-� 1 R \ { ` 1- _- -_ _ ' s' '",('CiT41�� 1C1 �4Ip- :�a1- i �'� i1 f \/ I i�z�- `�- - ' - -
!�_, /'�,'•� 7r`/.est 1�� � 1,1\ �11 � {I^\ \� �-_ ._ - �� - f � `� 111 k _ -a$��._ �,��\l •�T�..� tt � �.T� Jl
/ � tt. �• !¢�'f N \ t J I -- C { � C I '��- v - - 1=�J 'C14 � h-`-- � --�i == � ._��==-=� ��-^�C� ���
If
1Lif
\ICtf�lllll-
_.,... L. '�J -.. r\ - - � 5 `a '> `�-` -1 L8L-� E4 .. ��q "• a = - = � r i � 1 f (� F X ��.� ,,v'tlw f\ h I f 1 � ��
Table !>'\-'�JECec�--
Setti.. Desuiption quarm 0Nt P,ddlt.'a lnfn
Gradty Waste Collection (G WC)
GWC1-PIPE
12" HOPE (DR 17) Gravity Collecion Ur.
IF;
ra��
GWC 2-CO
Cleanout
Influent uft Station
a Forcemain ILIST
1t5-1-P5
Influent Lift Station
-
Table 7lt121 and Del3il 1/C.12A
I15-2-INV
12' Digester Bypass Inlet
-
Inv I0a 10,
ILS-3-PIPE
12'HDPE DR 17)Digester Br sPl
LF
E[ltr
ILS-4414V
12" Digester Bypass Outlet
-
_ 3.86'IFxistin�—__—_—
ILS-5-FM
1Z" HOPE (OR 17) Forcemain
ILS-64NV
12" HOPE DR1 Foramain Inv. Out
-
Inv. 10955
Digester (D)
,D-1-DIGESTER
[Proposed Digester
- -
Toole 4/C.2.9.1 and Sheet C.3.4A
.D-2-MPS
MiAn Pu Station
- -
Tabl a 3iC.2.9.1 and Sheet C.3.3
ID -}PIPE
12"HOPE (OR 17)
LF.
D-4-SUMP
HOPE Sump Box Mlxing5ystem Inlet
Nutoeed
0-5-FM
12" HOPE DR 1 Forcen am
LF, 1n" Out 109.55'
U-a"oRA
Pump.Repair Area -
2:7BAF
HOPE Baffle lUnderflowl Sheet C.3.4A
D-&BAF
0-9-INV
HOPE BafB_e(Overflow)_________
12" D ester ass Inlet
E.istin" Pi A prox. 1• 11197'
0-10-PIPE
1Y' HOPE (OR 17) Digester Bypass Pipe
L F
sling Pipe
D_Sl-INV____
0.125LG
12_Di�ester Bypass Outlet ______ ___ _
Siud eftemova[Pipes (HOPE DR 171 _,
LF.
Existi�Ppe A r2x. Inv 11163'
3 pipes at 40 LF. each
Level Control -LC
LC-I-INV
Digester Inv. Out
LC-2-PIPE
12"HOPE ORS Di ter Outle[Pipe
IF.
LC-3P5
Level Coptrol Staton -
Table C.2-7.1 and Detaii 2t C.3.2A
LC-4-FM
6" HOPE (OR 17) F.rcemain
LGSINV
oon Invert From Digester -
-
1n4. IM.S3'
Re de Forcemain
R-1 r HOPE IDR I7) Forcemain 4, � F.
-_�' - l _ _ _ 1 I "1 �,. �-�trlt►r r �',': � �� , � � // 1 ! d I
�M7d8_� •-�37 =__ _. -_ � � I -�I Po, Ilh�*�1����flrY�/� �! r��' 1 /�� '
! 1 I �\,411`
�{.r/ I /
fr!1 I} 11l I •C �_
'1 it _�� 1i\ �'S. (FT1 :1:!1 g ! I 1 --,I� !� \ •\'
low OR F MER
� -_/ / / /J1 / `t\v\ \\ \1� 1)• � � - -i {//f��1)'Irl''..t�"'-^�_G�xd Jr'i/ilk//!//f ! f ---- I� r � �� r.� -a I � A
/ J •, \\ 1\ \\ � I ! 1 _ _ _ \ty `., } lll�' 1 1J `fT !' j/ �. �j/,/��fl / � j -- / I � �'� r =ARus GF 7FtE�L APOUNAS. _LC -. •t"�.. '^
' /� / I \ \ i _ _ _ - I -+• 1+1 r ,,�- /// r 5AMPSON CO PIN. 18Or"Cc'301
".blir,Q A
�II'ff!/1;,//r�I,
!-
/ CONNECT TO BIOGAS
!(r?ll 1.;/x�/� Ji PIPELINE ALIGNMENT WITH\y.J.' :fy^ -]y ei• 1� R% 3
lid t FITTINGS AS NECESSARY /y
/tlllr. (I `�` �..� i \ (SEE SHEET C.3.7) r?.ti'
If it,
--- ! 1 \�\�_� 891' OF 4" HOPE;—
�''7 / /� - / - - - --- If( Ih%"-' i a >,J/>!!A(DR 17) BIOGAS PIPE
l /,> ! !• ! - - - 'Ii !"I THESE 3 BARi•= - - .� •.r
�' // ! ! f1✓11 i, -� / / l / I ..ARE PULL-PLI -
J[ I i1Ct 1 d
11,7�itl it I f / { r �` �'/., 1 \. FFE 12086..•--r
_ / f DIGESTER BLOW
\ -
/ • l \ :Table 2: InBrcent Uft Station lDetail2/C3.7A) r -DETAIL /!,
_ 11)I II 1 I
a� •r� !III I I I \ \\' \:,t, y
;o F[riuhed Gnndp: 106. k L -ter -/J~1=xc`\- _ D-6r"" Bi0GR5 SKID
- / - 7! (11 J - \ SCALE- 7" e 60' �• \ I Y L (n ¢
INSTALLER FOR DIGESTER COVER SHALL- \ 1 'i < PRA
fflt! fdm: 110 ft -1 / Fill II \ \ ✓ \ _
�\ INSTALL ANCHOR TRENCH AROUND _ 6••3 ��� �-
I .92
/ f � 19 � O
Inven In [E><Iwing Pipe): SD4. k _y---' '- / j!lrlf � \ �\ -_ EXISTING PIPE AS NECESSARY FFE 1 /B �� _ %s • (� O Q
\/' \ .xs� %!- { IIII(flri(I •EypmsB(rer. 109 k % ^-- _ . - '� `- -- - --- - ---• -- - --- r tt \_.
_ ti �
�a�If"% iKOut(lsungpipe) ILs s
\ i I\`\\IanPmpewatweD. IN 1m.D k \.�\\- �/ ,. " �''i r f't .. I \ ` �R'� 1 I I /„ - \ \ Qod
ofwot e: lEt ft �'•' U' Z i'W
wlt5
L'
, I Design Flow: gpm�_ O
l Seotnud Puny Rate: 675 (each pumPt gpm a\\"•' / % f \ ' `s, \ \ 1 1 I 1 i--- IrJ�-3� Z C J
Total Dynamic Head (TOFU: ft `\ --� ,C \ \ \ \ 1` , -, 1 ! II!• - °, D-3 + , W
},;. e-4,i r 1 \ -t'� ! l I l LC-2 o \ PIPE r 4i- IHJ - C,4 J
HofMlr. 2,10 hp 1 .,Ltr 3,.'�'L °� .,€i >A 7 / - ��� _ '� �f J 1 1 / L \-- PIPE IJ f p f 1 _ C-1❑ U Q
j / / ! Pump Speed (RPM): 7,760 RPM L - r 1 ,�\ �t.� 1 l `•LC 4 l`-.✓ / 1 J-j _ LC_t\ t EPl�c 2
Electrical Supply-Cs4V f .•D. ;,., \\ 1 _11/ /�. ll}� II i 1 (- 1\` `-- INV' / �\ D 12 `-- R 4 H 1C FR LE
-- '+♦ \Lyr• -, \ \\ .. 'JELY -� .\ \ i 11, 11 \\\� !D 7 5 " Q Q O
Sactretal Freque 60 hz It _
[ C 1 Phaaa: to�\s�- �� t r' fjf - - JLINAS. LLC: \ J = / !\ \ -_-,� 1� LL
\ - �` w \� _ ..119700702 \\\\-,\ BAF r °
Impeller. Aameter. Bin. . 32,.:�r„- .x•\�� - -37 -, `Y \' \\ -� �� w >� •/ '' ',SNEI•. C.�9.2) FOP? INVERTS
Molar TYee: TEFL
Seleded P.rmp: GEA J� 1\ r 1 ' F✓�'r a �j - \ 11;� �- EXISTING AIGOON R.'/`-
\ PumplAodel: �' NeWtrre r / 1 I i �. _TO BE CONVERTED TO, /
\ \ \ SIRd[la 16R r l r I -.!'\� �� 1 ��• � S �' + .. -_� a !/ `� �\ � -- ANAEROBIC DIGESTER:: -,--
_.TOP, OFF DIKE 113.55': �"'_ / -ONAL 2s SHEET NUMBER
�.'jg �rjT'}• t i _ _ �'/ /�� � \ \ \ - �
QNF\- "ya\Sl Z.. , 1/ •rN i - 1 .Table 4: Digester Dab Table
\ � 7� / ! • v vv v ! J 1 r v �v �� a '�1 IP�I � .�]' '1 �
f / r J 1 I '!eY!/Y,ry1•
!' %
- \ \ \ ff I �� 9' '/ 7. J J I ! � 1 \ I I I ! �•�\\ I� •, I' _ _ IC_..- �---`` \',
i - 1.7`L1\� •• at; \\, \," (\`r`/`\ ,. \I1fI I ` -�/\�,\ BAREPUi' M'y.THESE 2 BARNS
\�Farm Info' r_mati�o'n^5 �`----.•--�---�_\\�\� ` \\\�a\ a \.
I • 1 \,\ \ 1 j!, I!I" ! / 1 1 J ,/ / //'�/ / / / ! /// I, j �F 1 _ _ - . J / /�-• prmlYanw: Farm 2106 and 2106
LC-5 {L Z'r /{- i /'�'„{4, hmrlt Number. W5820475
Length:
h
Width
k
Top of Dike Dev:
11155 ft
Operating level Elev:
ttt It
Bottom Elev:
oW Volume:
101.10 k
648,6U cf
Volume at Operating level:
515,47 d
S.A. is, Inside Top of Dike:
75 ftt
Slo :
Existin -
TonlCut
Net Surplus
D CY
D CY
0 Cy
J �
f
rr
111
0
'.•
m
U
a
U
vi
t r.f.- r_ z
' _ - Hnmritted 6,2BB 25% compaction factor used Forfll11 v' _ W p
INSTALL 90' BEND AND 3' ! I I l,r1f/ /,✓`//3[�'r�r '. ! •r ��i
.`.\\f -� i PIPE EXTENSION DOWNWARD 4• ' I I\s{\;�./ILII ! '�Fable s, tevat Control Station ° -Table 3: Mhrin Pum 5tatlan(Detail l/C331 r a W
rl \ \ \�` ms-fFE_109-4l �}� /�•!/ /, .� ON END OF GRAVITY MAIN --- J \ t ,,J }� - -
` \11 s\\ W L jr •• Finished Grade 133.55k - Finished Grade: 31I ft
114.D5R iL ft
✓�, ILS-1 - --- = f y ! � r m• M.
Wm-
1 X1l+i PS.---iFllJ n,�' - / !^ - c-! f` '// i '1 --'? - �/ Inanlnc _ 10g.3g_k -tmx rt In G Nie R
Bamm of W.WWI: I0616 ft tm.eR In kom Emm� S11 ft ,,,,,1,1• "'
r } 1 �• 1 CI-- / / i ' -h, / 1 t{-i 1 - - - at >�•,•\2p' ``•,!'••,,-
�qj,`l olweeweD:

Rk"; PHeh DUE TO METHODS OF REPRODUCTION.
__�-Yy �r .+• ,;\ t - � I\.` Shaft lemtd+,

140
135
130
125
120
ut =
FFE: 110.59'.
1FFE: 109.44'1 RIM: t1 G.v
110
I
I
I
WET WELL —
INV: 106.85 lL
(EXISTING) Erlsil�l l EG: iGEi
NG HfAOeR —
105
APPkax- v.. 104.10' (E%ISnMG1
EMERGENCY BYPASS TO
EXISTING LAGOON 2
(EXISTING PIPE)
RSER
100 BOTTOM: 100.00' APPROX. VWALL NV. 104.10' (ILS-2)
T00: TOP OF DIKE
—INVERTS OF EXISTING GRAVITY PIPING ARE
APPROXIMATED BASED ON BEST
AVAILABLE SURVEY INFORMATION
— - 140 �'�'nn
E9
c
Qo
- - 135
Z
.c
Q
�
' o
Z
HYDRAULIC PROFILE
DETAIL
SCALE NOT TO SCALE -.2.9.
a
3
---
c
S
125
a
a
120
W
z
O
��
115
Z
Q
v-
C J
c
-
ILI ZE
S
110
EMERGENCY BYPASS FROM
Z
INFLUENT PUMP STATION—.
O
APPROX. INV. 103.88'
(ILS-4) (EXISTING PIPE)
—Too: 106.53,
SHEET NUMBER
INV: 105.53'
(LC-5) —FB: 105.53•--.
C.2.9.2
105
N
N
O
N
N
W
b
O
41
O
Z
— _
ET100
Lo
O
U
W
W
95
- BOTTOM: 94.33'
='p

%

N O W
m �
cWi i � 3
CONFIDENTIAL
THESE PLANS CONTAIN INFORMATION
.•,

'
PROPRIETARY TO CAVANAUGH &
ASSOCIATES, P.A. DO NOT COPY,
REPRODUCE, NOR DISTRIBUTE IN
WHOLE OR PART

U
Z

SHEET NUMBER
C.3.3
N
O
�
N
O
W
a
U
w
z
3
R
O
U
y
CONFIDENTIAL �.• ...,,,,
THESE PLANS CONTAIN INFORMATION =moo ;,•

PROPRIETARY TO CAVANAUGH &
`ASSOCIATES, P.A. DO NOT COPY,
REPRODUCE, NOR DISTRIBUTE IN
WHOLE OR PART

THESE PLANS CONTAIN INFORMATION
THAT IS CONFIDENTIAL AND
PROPRIETARY TO CAVANAUGH &
ASSOCIATES, P.A. DO NOT COPY,
REPRODUCE, NOR DISTRIBUTE IN
WHOLE OR PART
Ll
SHEET NUMBER
C.3-4
N
o
�
N
O
W
2
m
In
v
SO
W
2
O
V
W
W
y
W

CONFIDFNTTAI
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
N
N
l0
N
O
9
a
P
z
DO w
DO
�
W
Z
2
W
�z

C.3.5
N
N �
N O W
m
m m a V! 2
c�
41 3En
w °z
o S
A o v w
C(TNFIDFNTIAI r��.... ,... 3

PART

PART Z

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
►A
SHEET NUMBER
C.3.7
N
N
nl
O
W
of
�
z
m
m
EL
a
In
cI"i
i
3
WO
V
W
W
O
R
O
V
V)