310122_Application - Digester Gen Permit_20240905

41MI* AFO Permit Application
FWNEFM • VANUrAC:TiSEM • LX]FtSTMX T0M
September 5, 2024
Christine Lawson
NCDEQ Division of Water Resources
1601 Mail Service Center
Raleigh, NC 27699-1601
Subject: E&B Farms 1-3
Facility # AWS310122
State Digester General Permit
Dear Ms. Lawson,
Roeslein & Associates, on behalf of the farm owner, hereby submits the following application to NCDEQ Division of Water
Resources for review of the State Digester General Permit application package for E&B Farms 1-3. The subject project is located
in Duplin County, North Carolina.
The digester constructed on this property will meet setback parameters as required per the Swine Farm Siting Act. The digester
is beyond 1500 ft from any occupied residence, 2500 ft. from any public building, and beyond 500 ft. from any public water
source. The new digester is withing the current 230' setback from the Wallace property at the existing lagoon at E&B Farm 1.
Digester influent and effluent will be sampled from wet wells on site per the Sampling Protocol and Schedule document in this
package. The digester water level will be monitored by a level gauge installed in the digester -lagoon transfer wet well.
The digester will generate approximately 67,000 SCF of gas per day. This biogas is intended to be used within 6 months of
beginning to collect gas. A portable flare unit will be connected to an emergency vent at the digester if needed. Spare parts for
the gas upgrading systems will be kept on the shelf so readily available as needed. The digester cover will be provided with
emergency vents which are strategically located away from barns/public but still provide access for operators. Safety procedures
for venting covers are called out in the 0&M document. See Narrative for more information.
Per the Air Permit Applicability Request for Register 1 cluster of farms, submitted to NCDEQ Division of Air Quality, the annual
emission rates from the gas upgrading system associated with this farm are below the thresholds indicated in 15A NCAC
02Q.0102(d) and therefore does not require an air permit.
To facilitate your review of the enclosed documentation, the following is an itemized breakdown:
1. One (1) original "State Digester General Permit Application" application form.
2. One (1) copy of the engineering calculations.
3. One (1) copy of a detailed narrative of the Swine Digester Animal Waste Management System
4. One (1) copy of Digester 0&M Procedures, Sampling Protocol, and Emergency Action Plan.
5. One (1) copy of the FEMA FIRM map labeled with the "proposed Digester Site".
6. One (1) copy of the revised WUP plan.
7. One (1) copy of the permit form Section 3.6 components.
8. One (1) full-size set of the engineering plans, as well as one (1) 11x17" set.
Page 1 of 2

Please note that the Surface Water Classification (Section 7 of the application) has been submitted to the appropriate regional
DWR office (or will be in the near future), and we expect to forward that approval to you in the next few weeks.
Please do not hesitate to contact me or my office if you have any questions, comments or require any additional information.
Thank you,
6
Christopher Fey
Manager, Building Design & Construction
Roeslein & Associates
Attachments
Cc: Farm Owner
Page 2 of 2

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Feeding Operations Permit Application Form
(THIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL)
State Digester General Permit — Farm Digester System
1. GENERAL INFORMATION:
1.1 Facility name: E&B Farms #1 - 3
1.2 Print Owner's name: E & B Farms Inc
1.3 Mailing address: 109 Little Kinston Rd, Lot 6
City, State: Surf City, NC Zip: 28445
Telephone (include area code): ( 910 ) 284 - 1584 Fax: (_) -
Email: gayleen lig [e-mail]
1.4 Physical address: 2203 Hwy NC -I I
City, State: Rose Hill, NC Zip: 28458
Telephone number (include area code): ( ) -
Latitude 34.8425' Longitude-77.95590 (Decimal Degrees from Google Earth)
1.5 County where facility is located: Duplin
1.6 Facility location (directions from nearest major highway, using SR numbers for state roads): I-40 E. Take exit 373 for NC-
24 E. Take exit toward Magnolia. Right onto NC-903 S. Left onto Tracy Brown Rd. Left onto Blind Bridge Rd. Right onto
NC-11 S.
1.7 Farm Manager's name (if different from Landowner): Stephen E. English #910-285-3064
1.8 Lessee's / Integrator's name (if applicable; circle which type is listed):
1.9 Facility's original start-up date: Date(s) of facility expansion(s) (if applicable):
1.10 Design Contact name: Mike Kotovsky Phone [phone] Email: mkotovsky&roeslien.com
2. OPERATION INFORMATION:
2.1 Facility number: AWS310122
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.
Tyne of Swine No. of Animals Type of Poultry No. of Animals Type of Cattle No. of Animals
❑ Wean to Feeder ❑ Layer ❑ Beef Brood Cow
® Feeder to Finish 11,016 ❑ Non -Layer
❑ Farrow to Wean (# sow)
❑ Farrow to Feeder (# sow)
❑ Farrow to Finish (# sow)
❑ Wean to Finish (# sow)
❑ Gilts
❑ Boar/Stud
❑ Other Type of Livestock on the farm:
❑ Turkey
❑ Turkey Poults
❑ Beef Feeder
❑ Beef Stocker Calf
❑ Dairy Calf
❑ Dairy Heifer
❑ Dry Cow
❑ Milk Cow
No. of Animals:
FORM: AWO-STATE-G-DIGESTER-7/15/2022 Page 1 of 6

2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): See attached Waste Utilization Plan Acres
Required Acreage (as listed in the CAWMP): See attached Waste Utilization Plan Acres
Existing Application Area (pre -construction): See attached Waste Utilization Plan Acres
Proposed Application Area (post -construction): Same as existing (see attached Waste Utilization Plan) Acres
Is there a change to the existing WUP? YES or NO (circle one)
Is the Existing WUP attached? YES or NO (circle one)
Is the New (if applicable) WUP attached? YES or NO (circle one)
2.4 List and Describe all Storage/Treatment Structures Below:
a. DIGESTER or other PRIMARY TREATMENT: (double click on "Select" for drop -down menu box)
Treatment
Existing?
Name of
Treatment
Type of
Liner
Surface
Type of Cover
Ttl Capacity
Req'd Capacity
Unit Type
(Y/N)
Unit
Material
Area
Material
(cu. Ft.)
(cu.ft.)
Digester
N
Digeest0er
Synthetic
80,000
Synthetic (80 mil)
721,536
601,639
27
Select
Select
Select
Select
Select
Select
a.l Are engineering designs, drawings, specifications, and details attached? YES or NO (circle one)
b. SECONDARY TREATMENT/STORAGE: (double click on "Select" for drop -down menu box)
Name of Storage Unit
Existing?
Y/N
Type of Liner
Material
Surface Area
Ttl Capacity
cu. Ft.
Req'd Capacity
(cu.ft.)
Lagoon 27510
Y
Other
87,000
724,614
722,197
Lagoon 27511
Y
Other
113,520
833,490
753,348
Lagoon 27512
Y
Other
110,000
788,148
749,695
Select
2.5 Are KNOWN subsurface drains present within 100' of any application fields?
2.6 Are KNOWN subsurface drains in the vicinity or under the waste management system?
2.7 Does this facility meet all applicable siting requirements?
YES or NO (circle one)
YES or NO (circle one)
YES or NO (circle one)
2.8 Describe Water Movement between Barns, Digesters, and Storage Ponds (double click on "Select" for drop -down menu
box)
Location
Pump Station or
Gravity
Pipe Size
Minimum Pump
Ca acit
Plan Sheet
Reference
GPM
TDIJ
Barns to Digester
Pump Station
6"
431.1
30.43
RA270-00-27010-5
Barns to Digester
Pump Station
6"
537.4
30.11
RA270-00-27010-5
Barns to Digester
Pump Station
6"
630.6
34.45
RA270-00-27010-5
Digester to Secondary
Gravity
12"
N/A
N/A
RA270-00-27010-5
Secondary to Tertiary
Pump Station
4"
356.8
51.17
RA270-00-27010-5
Secondary to Tertiary
Pump Station
6"
436.5
35.61
RA270-00-27010-5
Select
Select
FORM: AWO-STATE-G-DIGESTER-7/15/2022 Page 2 of 6

3. REQUIRED ITEMS CHECKLIST:
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item.
Applicant's Initials
3.1 One completed and signed original of the application for Digester Animal Waste Management
System Application Form.
3.2 A general location map indicating the location of the animal waste facilities and field locations
where animal waste is land applied and a county road map with the location of the facility
indicated.
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 = 1500 feet
3.3.3 All proposed digesters to schools, hospitals, churches, outdoor recreational facilities, national parks, state
parks, historic properties, or childcare centers > 2500 feet OR no closer than existing setback.
Existing setback = 2,500 feet
3.3.4 All proposed digesters to property boundaries > 500 feet OR no closer than existing setback.
Existing setback = 73 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
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.)
FORM: AWO-STATE-G-DIGESTER-7/15/2022 Page 3 of 6

4. ENGINEER'S CERTIFICATION:
1, Patrick L. Kullberg
(P.E. representing Owner's name listed in question 1.2),
attest that this application for E&B Farms #1 - 3 (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 packa ill be returned to e incomplete.
Signature �� Z. Date 8-29-2024
g
Engineer's Seal
5. FARM OWNER/PERMITTEE CERTIFICATION:
I, Stephen Earl English (Owner/Permittee name listed in question 1.2), attest
that this application for E&B Farms #1-3 (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 7/11/24
6. MANAGER'S CERTIFICATION: (complete only if different from the Farm Owner)
I, (Manager's name listed in question 1.7), attest that this
application for (Facility name listed in question 1.1) has
been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application
package will be returned as incomplete.
Signature
Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER RESOURCES
WATER QUALITY PERMITTING SECTION
ANIMAL FEEDING OPERATIONS PROGRAM
1636 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1636
TELEPHONE NUMBER: [phone]
ELECTRONIC SUBMISSION IS ENCOURAGED. EMAIL TO: [e-mail]
FORM: AWO-STATE-G-DIGESTER-7/15/2022 Page 4 of 6

7. SURFACE WATER CLASSIFICATION:
This form must be completed by the appropriate DWR regional office and included as a part of the
project submittal information.
INSTRUCTIONS TO NC PROFESSIONALS:
The classification of the downslope surface waters (the surface waters that any overflow from the facility would flow toward) in
which this animal waste management system will be operated must be determined by the appropriate DWR regional office.
Therefore, you are required, prior to submittal of the application package, to submit this form, with items 1 through 6
completed, to the appropriate Division of Water Resources Regional Operations Supervisor (see page 6 of 6). At a minimum,
you must include an 8.5" by 11" copy of the portion of a 7.5-minute USGS Topographic Map which shows the location of this
animal waste application system and the downslope surface waters in which they will be located. Identify the closest
downslope surface waters on the attached map copy. Once the regional office has completed the classification,
reincorporate this completed page and the topographic map into the complete application form and submit the
application package.
7.1 Facility Name & Number:
7.2 Name & complete address of engineering firm:
Telephone: ( )
Email:
7.3 Name of closest downslope surface waters:
Fax: ( )
7.4 County(ies) where the animal waste management system and surface waters are
7.5 Map name and date:
7.6 NC Professional's Seal (If appropriate), Signature, and Date:
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:
Classification (as established by the Environmental Management Commission):
Proposed classification, if applicable:
Signature of regional office personnel:
(All attachments must be signed)
Date:
FORM: AWO-STATE-G-DIGESTER-7/15/2022 Page 5 of 6

DIVISION OF WATER RESOURCES REGIONAL OFFICES (4/2020)
Asheville Regional WQROS Supervisor Washington Regional WQROS Supervisor Raleigh Regional WQROS Supervisor
2090 U.S. Highway 70
943 Washington Square Mall
1628 Mail Service Center
Swannanoa, NC
28778
Washington, NC 27889
Raleigh, NC 27699-1628
[phone]
[phone]
[phone]
Fax [phone]
Fax [phone]
Fax [phone]
Avery
Macon
Beaufort Jones
Chatham Nash
Buncombe
Madison
Bertie Lenoir
Durham Northampton
Burke
McDowell
Camden Martin
Edgecombe Orange
Caldwell
Mitchell
Chowan Pamlico
Franklin Person
Cherokee
Polk
Craven Pasquotank
Granville Vance
Clay
Rutherford
Currituck Perquimans
Halifax Wake
Graham
Swain
Dare Pitt
Johnston Warren
Haywood
Transylvania
Gates Tyrell
Lee Wilson
Henderson
Yancey
Greene Washington
Jackson
Hertford Wayne
Hyde
Fayetteville Regional WQROS SupervisorMooresville Regional WQROS Supervisor Wilmington Region WQROS Supervisor
225 Green Street, Suite 714
610 East Center Avenue
127 Cardinal Drive Extension
Fayetteville, NC 28301-5094
Mooresville, NC 28115
Wilmington, NC 28405-3845
[phone]
[phone]
[phone]
Fax [phone]
Fax [phone]
Fax [phone]
Anson Moore
Alexander Lincoln
Brunswick New Hanover
Bladen Richmond
Cabarrus Mecklenburg
Carteret Onslow
Cumberland Robeson
Catawba Rowan
Columbus Pender
Harnett Sampson
Cleveland Stanly
Duplin
Hoke Scotland
Gaston Union
Montgomery
Iredell
Winston-Salem Regional WQROS Supervisor
450 Hanes Mill Road, Suite 300
Winston-Salem, NC 27105
Phone [phone]
Fax [phone]
Alamance
Rockingham
Alleghany
Randolph
Ashe
Stokes
Caswell
Surry
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadkin
Guilford
FORM: AWO-STATE-G-DIGESTER-7/15/2022 Page 6 of 6

ROESLEIN
ENGINEERS • MANUFACTURERS • CONSTRUCTORS
27010 - E&B FARM 1.2.3 Puma Calc
E&B FARM 1 Flush
Lift Station
wg w�-a0as
Ec>En
PsdecKe: aP4g
Uvel: 71L
u
P-aa; 16.5 x c PTdal: 18.32 Pig
Rpe4O7
■ice N
Rpe4 tl
0 Gin
'r mgL Prell ` sic 151�-13
Ql 6 06h
L:lft
op<Fise0 speed �i� 1am �; ���
t L
L• 3ft L: LSk
VA: S.239kjs
Fhw: 43L l gpni
%4: 5.239 fits 1p1 sft W.
FL; 0.01463 k
TH: 4144 a
O P41a: 3949 L
FL: Q 3647 ft FL: 0.7W ft
P-1 To6L3 Bp4g
P d[[N ToM IL65 PC
ParBef 7n —
Eff: --
N PSHr: —
Wet Wep30
E; 91$
P Svfane; 0 ps g
L-d: 7ft
Rpe 409
t
1 : 61111
4" Fpgh Beare Rnrq 1SHP-14
L 1 k
OP: Sperm @ I=rpm
W: 6.53 ftis
ST7Agpm
FL: 0.02178 ft
P NFined
38.13ft
SF9; 39480
P—t Toil: 3025 ps g
P dah Total: 1435 psi g
P.— In; -
--
NPSFt; -
E&B FARM 2 Flush
Lift Station
P otak 14.11 psi PTMI: 15.75 prig
Pp. 410 Pp. 275
06in Q6n
L; 3ft L15 ft
*16.53 ftis V.I: 6.53ftfs
FL: 0.5639ft FL; 1.224 ft
Monarch Bioenergy LLC — Register, NC
Swine RNG Project
A1000 Pump Calc
R&A Project RA270-23
Issued 240722
Rpe273
06n
L 20M ft
W: 5.239 fds
FL; 2&27ft
Pipe 276
06n
L: 1300 k
V.I: 6.53 fits
FL: 28.32 k
Digester
Resare Dm,"Y47
E; 106 ft
9p PT—"'0psig
Eow 431.111
PStatk; -Q 1849 psi g
P Dymnik: Q 1&49 psi
Digester
Pressure Bbundary48
E; 106 ft
Op: P Total @ 0 psi g
Flog. 537.4 gpm
P Statk; -0.2973 psi g
P 13�—: 0. 2873 pi
E&B FARM 3 Flush
Lift Station
Digester
Wevep&631
E: 11Uft
P-9xF— 0 pa
Lead; 7ft
P ota k 12 Psis PTmal: 13.44 prig
n
6"
Ppe 411
i?k 6 in
4" 911, Rage P,mp 15HP-15
P ti
Ppe 412 Pipe 278
a 6 in 9t 6 n
Pip. 279
Rr— 8orndary49
9; 106 ft
DP; Potel @ 0 psi u
L; 1
Op: Fmrd Sperd @ 11100 rpm
L: 3 ft L L5 ft
9 6 n
Fags: 630.E
1t4: 7.662 ft1s
FL; 0.02909 ft
Flory. 611)6gpm
TH; 33A7 ft
Vek 7.662 ft,+s �; 7.662 Ws
L: LLOOk
4N; 7.662 ft
P � tk;
0.3 5 ps i
NPSH. 3SQft
FL: 0.7737ft FL; 1.672 ft
FL; 32ft
PD?nani0.955 psi i
r:
P srt Torok 3Q22 psi g
Pdsch Total; 1Z33 psig
Paws In: -
gF __
NPSFY; -

y� Monarch Bioenergy LLC — Register, NC
ROESLEIN Swine RNG Project
A1000 Pump Calc
ENGINEERS • MANUFACTURERS • CONSTRUCTORS R&A Project RA270-23
Issued 240722
E&B FARM 3 to E&B FARM 2
Wet We18)c51 Water Transfer Lagoon
EI: 106 ft
P Surface: OP. 9
Level: 7 ft
P Total: 3.905 ps 9
P Total: 5.242 psi g
3
—n
L�
0: 6in
��li'�
4Hoq Pump l(MiP-11
Op: Fixed Speed 0 ]800 rpm
—• �1
P 452
0: 66 n
N
0 6 n 2
Pipe 333
Pressure Bwridary 67
EI: 96ft
Op: P Total a 0 psi g
L• 1 ft
Flo"' 676.9 gpn
L: 3 ft
L- 15 ft
0: 6 n
L 700 ft
Flow 675.9 gpm
Vet: 8.213 fVs
FL: 0.03299ft
TH: 8.927 ft
PFSHa: 39.47ft
Vel: &213 fVs
HL 0.8977 ft
W &213 ft/s
HL 1.914ft
�: 8.213 ftfs
P Static-0.4545 psi g
PDinarr .4545 psi
P wct Totd: 302ps q
HL• 23.09 ft
P disdr Total: 4.2B9 ps g
Power In: --
Eff. --
NPSI*: --
W et We18r&4
El: 106 ft
P Surface: 0 ps g
Level: 7ft
PPe453
5'Hog Pur p ] -12
0:6in
Op: Fixed Speed 018M rpm
L.I ft
flow: 458.3 gpn
WI: 5.57 ft(s
TH: 27.92ft
HL: 0.01634ft
HPSHa: 39.49ft
P suct ToW: 3.028 ps g
P &,& Total: 1253ps g
Power In: --
Ef.. —
PPSHr: --
E&B FARM 3 to E&B FARM
1
Water Transfer
Lagoon
P Total: 12.35 psi g PT;-..:
3
Y
N ►•
Pressure Bwndary 68
Pipe 454 Pipe 335
Pipe335
EI: 102 ft
0:6n 0.6n
0'6n
Op: P Total a 0 psiq
L:3ft L•15ft
L: 2300 ft
Fbx. 458.3 gpm
Vet: 5.57 fVs Ve1:5.57 fVs
R/s
PStatic-0.209 psi
HL• 0.4117ft HL• 0.8979 ft
HL• 37.59ft
HL 7.5
P Dyrerlic 0.209 psi

0�
ENGINEERS • MANUFACTURERS • CONSTRUCT -
Digester - Volume Calculations
Project: E&B FARMS 1,2,3
Project No: RA270
Date: 2024-09-05
Rev: 0
Existing Configuration (For Reference)
Farm Information: Farm Population:
E&B FARM 1
3,672 GF
E&B FARM 2
3,672 GF
E&B FARM 3
3,672 GF
Total:
11,016
Storm and Rainfall:
Storm (25-yr, 24-hr): 7.5 in.
"Heavy Rain": 7.5 in.
Proposed Configuration (Proposed Digester)
Flow Path: Barns -> Digester (Proposed) -> Existing Lagoon
Location: Duplin County, NC
Design By: JRE
Checked By: MWK
*Note: Roeslein Digesters are designed regarding Hydraulic Retention Time, not NCDEQ Minimum Treatment Volume for hog farms
*Note: New digester is NOT providing additional treatment storage capacity in accordance with NCDEQ standards (135 cult/lb*lb/hog), but instead serves as a
steady-state reservoir, diverting additional water volume to existing treatment lagoons for storage and land application.
*Note: Existing E&B FARMS 1,2,3 lagoons designed by John Lenfestey 11-24-1993, J. Neal Tucker 7-2-1996, J. Neal Tucker 3-8-1995
Volumes:
Total Capacity
11,016
Capacity I cf/head J=Total
Treatment Volume=1 11,016 1 501 550,800 cf
Capacity I Retention Time (days) J= Total
Volume for Retention Time= 1 11,016 1 40.001 199,120 cf
Volume (cf) I Days of HRT Storage
Provided Retention Time (days)= 1 552,840 1 149.13
Desired Digester Treatment Volume:
Sludge Storage:
Storm Storage:
Heavy Rain:
Total:
Volume Required (cf)
Volume Provided (cf)
Lagoon Calculations
Lagoon Volumes
550,800
552,840
0
0
0
0
0
0
550,800
552,840
Note: Sludge storage value is shown as 0 because seed sludge volume is negligible and influent sludge volume is accounted for in the 50
cuft/hd and 40 days HRT values.
Note: Both Rainfall values set to 0 because no rainfall will enter the sealed digester. Excess will be pumped off of cover.
Note: Per Conservation Practice Standard Waste Treatment Lagoon (Code 359) "General Criteria for All Lagoons", the digester storage volume
does not need to account for rainfall for completely covered digesters.
Total Temorary Storage
Proposed Configuration (Proposed Digester)
Digester (Proposed) Volume
Vol. (cf)
High Pump Elevation: 570,712
Low Pump Elevation: 535,180
Temorary Storage: 35,532
Digester (Proposed) Berm Length (FT): 390
Digester(Proposed)Berm Width (FT)
200
Digester (Proposed) Berm Slope: 3
Digester(Proposed)Stage-Storage
Elevation (ft)
Area (sf)
Incr. Vol. (cf)
Cumul. Vol. (cf)
88.4
40,704
-
89.4
43,416
42,054
42,054
90.4
46,200
44,802
86,856
91.4
49,056
47,622
134,478
92.4
51,984
50,514
184,992
93.4
54,984
53,478
238,470
94.4
58,056
56,514
294,984
95.4
61,200
59,622
354,606
96.4
64,416
62,802
417,408
97.4
67,704
66,054
483,462
98.4
71,064
69,378
552,840
99.41
74,496
1 72,774
1 625,614
100.41
78,000
1 76,242
1 701,856
Digester Treatment Volume:
at High Pump Elevation of:
at Start Pumping Elevation of:
at Low Pump Elevation of:
Elevation (ft)
Cumul. Vol. (cf)
98.65
570,712
98.4
552,840
98.15
535,180
Elevation
Vol. (cf)
Top of Dike Elev. =
100.4
701,856
High Pump Elev. =
98.65
570,712
Start Pumping Elev. =
98.40
552,840
Low Pump Elev. =
98.15
535,180
Min. Operating Elev. =
96.4
417,408
Planned Sludge Elev. = 90.4 86,856
Finished Bottom Elev. = 88.4 -

ROESLEIN
ENGINEERS • MANUFACTURERS • CONSTRUCTORS
27010 - E&B FARM 1,2,3 Digester Narrative
Monarch Bioenergy LLC — Register, NC
Swine RNG Project
A1000 Digester Narrative
R&A Project RA270-23
Issued 240905
Farm will utilize existing barns with slotted floors over flushing pits to collect manure. The farm
operators use pull plug system and recycle water for flushing to manage the animal manure. As part of
this current project, a new anaerobic lagoon digester will be installed, and the animal manure will be
redirected to the new digester. After treatment in the in anaerobic digester, the effluent will flow into
the existing lagoon. There is no change to the existing farm operations, nor the volume of wastes
generated. The effluent water will be recycled back to the barn for pit recharge or irrigated in
accordance with the existing Waste Utilization Plan (WUP).
Upon flushing, the wastewater from the barns will be directed into a properly designed lift station
through a 12-inch diameter gravity pipe header. There will be two pumps in the lift station wet well and
each pump is designed for 100% of the design flow.
The lift station pump at E&B FARM 1 will be 15 HP GEA pump, designed for a flow of 431 gallons/minute,
through 6-inch diameter, HDPE SDR 17 force -main into the new anaerobic lagoon digester.
The lift station pump at E&B FARM 2 will be 15 HP GEA pump, designed for a flow of 537 gallons/minute,
through 6-inch diameter, HDPE SDR 17 force -main into the new anaerobic lagoon digester.
The lift station pump at E&B FARM 3 will be 15 HP GEA pump, designed for a flow of 630 gallons/minute,
through 6-inch diameter, HDPE SDR 17 force -main into the new anaerobic lagoon digester.
The approximate dimensions of the new anaerobic lagoon digester are 400 feet by 200 feet with a total
volume of 721,536 cubic feet and a treatment capacity of 568,640 cubic feet at operating level.
Before the excavation, the project area is stripped approximately 6 inches of topsoil and will be
stockpiled. Embankment material will be free of sod, roots, and other objectionable material. The
maximum thickness of each compacted layer will be 6-inches and compacted to 95% of Standard Proctor
at -1 to +3 percent of optimum moisture content per ASTM D698. Each lift shall be tested for moisture
and density. The stockpiled topsoil will be spread on the outside bank.
After the construction of the digester, and all required pipe penetrations, the inside walls of the lagoon
will be smooth rolled prior to the installation of the baseliner. The baseliner will be 60-mil thick HDPE
synthetic liner. After the liner is installed, it will be tested for leaks prior to filling the lagoon with
wastewater.
There will be an outlet structure with a weir (level control) that keeps the water level inside the digester
at a constant level. The effluent will gravity flow through a 12-inch diameter digester outlet pipe to the
level control wet well and gravity feed into the existing lagoon through a 12-inch diameter pipe.
Water will be transferred back to the existing lagoon at E&B FARM 1 by floating transfer pump in the
existing lagoon at E&B FARM 3. The transfer pump at E&B FARM 3 will be 10 HP GEA pump, designed for
a flow of 437 gallons/minute, through 6-inch diameter, HDPE SDR 17 force -main into the existing lagoon
at E&B FARM 1.

ROESLEIN
ENGINEERS • MANUFACTURERS • CONSTRUCTORS
Monarch Bioenergy LLC — Register, NC
Swine RNG Project
A1000 Digester Narrative
R&A Project RA270-23
Issued 240905
Water will be transferred back to the existing lagoon at E&B FARM 2 by floating transfer pump in existing
lagoon at E&B FARM 3. The transfer pump at E&B FARM 3 will be 10 HP GEA pump, designed for a flow
of 357 gallons/minute, through 4-inch diameter, HDPE SDR 17 force -main into the existing lagoon at E&B
FARM 2.
Once the lagoon is within in 2 feet of the normal operating level, a floating cover will be installed to
capture the biogas produced by the anaerobic digestion of the organic wastes in the wastewater. The
captured biogas will be treated to produce renewable natural gas (RNG) by a micro -gas cleaning skid
(micro-GUS). Tail gas from micro-GUS will be vented to atmosphere, with levels documented in PAD
letter.

ROESLEIN.
ENGINEERS • MANUFACTURERS • CONSTRUCTORS
Anaerobic Digester System O&M
Table of Contents
Register, NC RA270-22
Anaerobic Digester O&M
Revision: 0
Effective Date: 4/15/2024
Definitions.............................................................................................................................................
Introduction...........................................................................................................................................
Description of the Operational Components.........................................................................................
GravityCollection Pipe.....................................................................................................................
Lift Pump Station (where necessary)................................................................................................
AnaerobicDigester...........................................................................................................................
MixingPump....................................................................................................................................
SecondaryLagoon............................................................................................................................
TransferPump...................................................................................................................................
RainwaterCover Pump.....................................................................................................................
OxygenInjection System..................................................................................................................
Description of Anticipated Maintenance...............................................................................................
Routine System Maintenance Instructions........................................................................................
Troubleshooting................................................................................................................................
Emergency Protocols, Repair, and Replacement..............................................................................
Safety....................................................................................................................................................
BiogasHazards.................................................................................................................................
EquipmentSupplies..........................................................................................................................
Proper Protective Equipment (PPE)..................................................................................................
Provisions for Safety Measures.........................................................................................................
Restrictionof Access.....................................................................................................................
EmergencyContacts.....................................................................................................................
Equipment Safety Guards, Warning Labels, & Alarms.................................................................
Clearances.....................................................................................................................................
Open Flames & Combustion Sources...........................................................................................
Spill Prevention & Control Provisions..................................................................................................
Response to Upsets and Bypasses Including Control Containment and Remediation ......................
Contact Information for Emergency Responders and Regulatory Agencies .....................................
FacilityControl Valves......................................................................................................................
Warranty............................................................................................................................................... .
Appendix A: Inflation Rating Guide.....................................................................................................
Appendix B: Digester Operation SOP..................................................................................................
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ROESLEIN
ENGINEERS • MANUFACTURERS • CONSTRUCTORS
Register, NC RA270-22
Anaerobic Digester O&M
Revision: 0
Effective Date: 4/15/2024
Definitions
Anerobic Digestion — The process of decomposing organic waste material through the use of bacteria in the
absence of oxygen to produce Biogas and Digestate.
Anerobic Digester- A sealed basin or tank designed contain the waste and capture the Biogas during
anerobic digestion.
Biogas- A product of Anerobic Digestion, produced by fermentation of organic materials. It typically has a
composition of mainly methane and carbon dioxide, with traces of nitrogen, oxygen, hydrogen sulfide, and
water.
Digestate — liquid/solid digester effluent.
Introduction
The Project uses anerobic digestion of swine waste to produce biogas. The biogas is captured, upgraded to
RNG, and combined with other swine site RNG before being ultimately injected into a utility's natural gas
pipeline.
The Project includes manure influent piping from the swine barns, an anerobic digester, biogas take -off
pipe going to the Micro Gas Cleaning System (µGCS), and digestate transfer system to open storage lagoon.
The barn waste stream contains two types of solids: organic and inorganic. A portion of the organic solids
are broken down (digested) to produce biogas. The digestion of organic solids occurs as a result of several
"types" of microbes, which exist in a symbiotic relationship. The naturally occurring microbes are one of
nature's ways of breaking down organic material. The digester provides an ideal environment for the
microbes to thrive. The inorganic solids either settle at the bottom of the digester or exit in the digestate
stream as a dissolved solids or suspended solids.
In addition to the information provided in the document, the operator should familiarize themselves with
the local, state, and federal laws that may apply to operation of this site.
Description of the Operational Components
Below are listed the major component operations.
Gravity Collection Pipe
The gravity collection pipe receives waste from the hog barns and directs that waste to either an
influent lift station or directly to the earthen lagoon digester. Typically, the diameter of the pipe is
8" (min) to 12 inches (max).
The gravity collection pipe includes several clean -outs that provide access to the gravity collection
pipe for removal of a clogs or blockage via use of a sewer snake or similar apparatus as needed.
Typically, there will be at least one cleanout every 200 feet. During normal operation, the pipe
should be free flowing, without obstructions, to transport waste to the lift pump station or directly
to the anaerobic digester.
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ROESLEIN
ENGINEERS • MANUFACTURERS • CONSTRUCTORS
Register, NC RA270-22
Anaerobic Digester O&M
Revision: 0
Effective Date: 4/15/2024
The barn operator is responsible for sending barn waste to the gravity collection pipe. The
digester/biogas operator should check weekly, each hog barn waste outlet to ensure that there are
no overflows, clogs, etc.
Lift Pump Station (where necessary)
The lift pump station receives wastewater from the gravity collection pipe and pumps that
wastewater to the anaerobic digester via buried forced main. The waste enters the digester at the
opposite end of the digester outlet. 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 float switches.
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 via 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 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, 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).
In the event of a pipe clog or lift 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 a Lift Pump Station, the
waste flows from the barns directly to the anaerobic digesters.
Anaerobic Di eg ster
The anaerobic lagoon is constructed outside of the 100-year flood plain and any wetlands. The
treatment volume is designed utilizing a minimum volume of 50 cubic feet/head and with a
minimum HRT of 40 days. The construction approach will be a cut and fill balance. The excavated
material will be utilized to build the embankments. The berm fill material for the lagoon will be
placed in 6-inch-thick lifts to a minimum of 95% of standard proctor at -1% to +3% of optimum
moisture. Each lift fill be tested for moisture and density. The excavated material used for the
lagoon berm construction will be free of sod, roots, and other objectionable materials. The
minimum top width of the lagoon digester will be 15 feet with a minimum inside and outside slope
of 3:1.
After the construction of the embankment and after the installation of all pipes penetrating the
berms, the inside of the lagoon will be smooth rolled and a 60-mil thick HDPE liner will be installed
as the baseliner. Edges of the baseliner will be secured in an anchor trench at the top of the berm.
Page 3 of 17

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ROESLEIN
ENGINEERS • MANUFACTURERS • CONSTRUCTORS
Register, NC RA270-22
Anaerobic Digester O&M
Revision: 0
Effective Date: 4/15/2024
The anaerobic digester receives all raw waste 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, biogases (including methane, carbon dioxide, and hydrogen sulfide) are produced. These
gases are captured under an impermeable cover (80-mil thick HDPE liner) and then directed to the
biogas cleaning system. biogas blower or biogas dehydration system.
Biogas captured and stored under the cover supplies the biogas draw off piping. All berm
penetrations (gravity sewer, forced main, effluent to wet well, sludge removal piping must always
remain submerged to create a liquid seal to prevent biogas from escaping. Perforated piping
underneath the cover connects all sections of the lagoon to the draw off connection. The liquid
waste is digested for a minimum of 40 days.
The digester liquid effluent is either pumped or gravity fed to an existing storage lagoon. The
lagoon digester cover should be supported by the lagoon liquid when not inflated. Dropping the
lagoon liquid level too low may lead to an unsupported cover and possible cover stretching and
cover damage. Recommended operation level is 3-4 ft below top of berm to ensure adequate
digester biomethane production and ensure that the level does not exceed 2 ft below top of berm at
any time during operational deviances. The digester liquid level should be monitored daily.
Any settleable solids and microbes (i.e. "Sludge") build up slowly over months/years at the bottom
of the digester. These solids can be periodically removed by connecting portable pipes and pumps
to the sludge removal pipes in the digester and disposed of through permitted means on the farm or
by a contract sludge hauler.
There will be a total of eight 6-inch diameter sludge removal pipes installed near the bottom
elevation the lagoon and terminated near the top of the berm. Four installed on each side of the
central ballast pipe, staggered every other lateral. These pipes will be utilized for the periodic
removal from the lagoon.
Ballast piping on top of the cover control the cover inflation and direct rainwater to center rainwater
trenches to be pumped to natural water shed (if uncontaminated). The cover should be free of
excessive accumulation of rainwater and should not show signs of any damage or leaks.
The effluent of the anaerobic digester flows from the anaerobic digester through an outlet structure
and flows by gravity into the secondary lagoon. The outlet structure is equipped with a level gauge
with 1-foot markings. The outlet structure has an overflow weir to keep a constant freeboard of 2'
inside the lagoon digester. The effluent overflowing the weir will be directed to the secondary
lagoon by gravity.
During normal operation, the digester cover will inflate like a balloon from the biogas trapped
beneath, an inflation guide can be found in Appendix A. Proper inflation of the digesters is critical
to the reliable operation of the plant. A low level of inflation ensures that ingress of air doesn't
occur into the biogas which would contaminate the gas with nitrogen and oxygen. 100% full
inflation ensures that the covers are in an optimal state for 24-hour net heat gain by the digester and
prepared for normal atmospheric wind conditions. The pressure under the cover will typically range
from 0-0.3" w.c., a pressure of 0.4" w.c. can be dangerous.
Page 4 of 17

y� Register, NC RA270-22
RO E S L E I N Anaerobic Digester O&M
Revision: 0
Effective Date: 4/15/2024
ENGINEERS • MANUFACTURERS • CONSTRUCTORS
Typical digester operation can be found in Appendix B.
Mixing Pump
A dry well will house a mixing pump which draws the water from the lagoon near the bottom
elevation and discharges the water near the influent side of the digester. This pump will be operated
on a regular interval. This pump is typically operated for approximately 4 hours a day, five days a
week.
Secondary Lagoon
The effluent of the anaerobic digester flows from the anaerobic digester outlet pipe to the secondary
lagoon. The secondary lagoon is used to store the treated effluent after anaerobic digestion until it
can be land applied.
There is an ammonia reduction unit installed on these secondary lagoons.
The farm operator is responsible for the operation and maintenance of the secondary lagoons.
Digestate liquid stored in the secondary lagoon is used for pit pre -charge and flush tank recharge.
The secondary lagoon is a critical part of the integrated system, the Digester/Biogas 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 or pump.
The outlet pipe from the anaerobic digester into the storage lagoon must remain submerged in the
digester to provide a liquid seal and prevent biogas from escaping 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.
Transfer Pump
The transfer pump transfers accumulated effluent among available secondary lagoons as the farm
owner desires to optimize effluent storage. The transfer pumps are manually operated through the
local disconnect. Under normal circumstances, the transfer pump will only be used periodically by
the farm owner. Typically, the transfer pump is used to draw down the digester liquid level in the
fall to make room in the digester to store lagoon liquid during the colder winter months.
Rainwater Cover Pump
Two rainwater cover pumps are installed on end of the digester to remove accumulated rainwater
from the digester cover. There will be a 3-inch suction line to each of these stormwater removal
pumps. Erosion control measures, such as rip rap will be placed at the discharge point.
Oxygen Injection System
An oxygen injection system will be installed to limit the amount of hydrogen sulfide in the biogas.
The oxygen injection system consists of an oxygen generation unit which produces 95% purity
oxygen from air, and it will be injected under the cover at two locations. Calibrated Oxygen
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ROESLEIN
ENGINEERS • MANUFACTURERS • CONSTRUCTORS
Register, NC RA270-22
Anaerobic Digester O&M
Revision: 0
Effective Date: 4/15/2024
monitoring instrument continuously monitors the concentration of oxygen in the head space under
the cover. The maximum allowable oxygen concentration in the biogas will be 0.5%.
Description of Anticipated Maintenance
The system is designed to require as little maintenance as possible once it has been started up and is in
operation. Sample tests should be performed periodically and to permitting requirements, to allow
evaluation of the composition of the wastewater. System components should be visually inspected regularly
and as recommended by the equipment manufacturer. If the system is well operated, it will display the
following signs of being maintained properly:
• All pipes should be intact and watertight.
• The pumps should operate with little to no vibration and without excessive noise.
• The anaerobic digester should be free of excessive accumulation of rainwater on the cover. The
accumulated rainwater will be pumped off the cover via the Rainwater Pumps. The rainwater must
be tested to determine the discharge location for the pumps. If contaminated the rainwater must be
discharged back into the digester, otherwise it may be discharged safely on nearby vegetated areas.
• The anaerobic digester cover should be free of any tears, punctures, or failures.
• There should be no strong odors coming from the digester.
• The secondary lagoon should be clean and free of floating debris. The liquid should be clean an
clear.
Routine System Maintenance Instructions
For optimum operation and maximum efficiency maintenance should be performed daily.
mechanical equipment should be cleaned weekly and lubricated as required. Equipment cleaning
and lubrication should be done as specified in the O&M manuals provided by each equipment's
manufacturer.
Periodically, the sludge accumulated at the bottom of the digester will need to be removed, this will
be done by following the existing Waste Utilization Plan (WUP). The sludge may be removed
through the use of the sludge removal pipes utilizing a temporary pump. All application of the
removed sludge should be done in accordance with the farms approved WUP & Nutrient
Management Plan.
Typically, a portion of sludge will be removed from the digester every other year. Sludge
accumulation can be monitored by the site's operator through the use of inspections ports installed
on the top of the digester cover and should be assessed annually. When assessing the sludge
accumulation, the operator should aim to have as much biogas removed as possible prior to opening
the inspection port to limit release of biogas into the atmosphere. Due to biogas production
declining in cold weather, it is recommended to take sludge measurements during winter. To get a
measurement of the sludge depth, the site operator will use the inspection ports and insert a pipe or
gauge with graduated markings will be used to assess the depth of the sludge in the digester. When
inserting the pipe or gauge caution should be used to avoid applying excessive pressure or even
puncturing the liner of the digester. After sludge removal has been concluded, the operator should
reconnect all fittings from the sludge removal pipes and piping as it was prior to the sludge removal.
Page 6 of 17

y� Register, NC RA270-22
RO E S L E I N Anaerobic Digester O&M
Revision: 0
Effective Date: 4/15/2024
ENGINEERS • MANUFACTURERS • CONSTRUCTORS
Safe
Troubleshooting
Refer to equipment O&M manuals as necessary, summarized below:
Emergency Protocols, Repair, and Replacement
The O&M Manuals provided by the equipment manufacturers should be kept onsite in a centralized
location, known to all who work around the equipment. The O&M manuals should provide
instructions for possible field repairs or how to secure a piece of equipment until qualified repair
personnel are able to arrive.
Biogas Hazards
Biogas and oxygen in air can potentially form a flammable mixture.
Methane (CH4) is an odorless, flammable gas. CH4 is lighter than air and tends to rise and dissipate
quickly outdoors.
In addition to being primarily comprised of methane (55 — 60%), biogas is also comprised of carbon
dioxide (35 — 40%), and trace amounts of hydrogen sulfide (H2S), nitrogen (< 2%), oxygen (< 1%),
and water vapor (<8%) which are hazardous.
Hydrogen Sulfide (H2S) has a distinct "rotten egg" odor at low concentrations. However, at higher
concentrations, it overwhelms the sense of smell and cannot be detected. At concentrations > 1000
ppm, it can cause immediate unconsciousness and death through respiratory paralysis. Hydrogen
Sulfide compositions in the biogas feed supply can be at 1500 to 2500 ppm/vol.
Carbon Dioxide (CO2) is a colorless, odorless, tasteless, non -irritating, non -toxic gas. However,
it can act as a simple asphyxiant by displacing oxygen present in air to levels below that required
to support life. In environments with low concentrations of oxygen, confusion and reduced mental
capacities can lead to poor judgement and increase the risk of safety events.
Nitrogen (N2) gas is a colorless, odorless, tasteless, non -irritating, non -toxic, inert gas. However,
it can act as a simple asphyxiant by displacing oxygen present in air to levels below that required
to support life. In environments with low concentrations of oxygen, confusion and reduced mental
capacities can lead to poor judgement and increase the risk of safety events.
Equipment Supplies
All equipment used around the digesters should be qualified to be used in Class Div2 areas.
Proper Protective Equipment (PPE)
All personel working around anerobic digesters should refer to local HSE officer for job specific
PPE requirements and need. At a minimum, the following PPE should be used whenever in the
vicinity of biogas.
0 4-gas personal monitor should be worn when in the vicinity of biogas
o Safety glasses, safety shoes, gloves.
o Personal Floatation Devices — when working on the cover.
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ROESLEIN
ENGINEERS • MANUFACTURERS • CONSTRUCTORS
Provisions for Safety Measures
Register, NC RA270-22
Anaerobic Digester O&M
Revision: 0
Effective Date: 4/15/2024
Restriction of Access
No one should enter any section of the wastewater treatment system unless accompanied
by another person who is able to perform live -saving techniques and should only be done
to perform routine maintenance or a required repair. Before entering a waste collection pit,
lift station well, or any section of the anaerobic digester, all biogas should be removed and
sufficient airflow has been directed into the workplace. Proper airflow can be directed into
the workspace through fans, blowers, or other means. The responsibility of personal safety
is on the person or organization performing the work, and not on the farm owner, associated
equipment providers, or construction contractors.
Emergency Contacts
Emergency contact information is required to be posted at any gates and in the operation
control room.
Equipment Safety Guards, Warning Labels, & Alarms
All safety guards, warning labels, safeties, and alarms for all the equipment shall always
be operational and maintain their location.
Clearances
Keep and maintain all clearances as required by law and as recommended by the
equipment's manufacturers.
Open Flames & Combustion Sources
Ensure that all open flames and combustion sources are kept away from any location where
gas can accumulate. A minimum separation distance of 50 ft is recommended to keep
between any ignition point and the cover of the anaerobic digester. There will be no
smoking near any of the gas treatment systems.
Spill Prevention & Control Provisions
Response to Upsets and Bypasses Including Control Containment and Remediation
All control stations will be equipped with audible alarms. Remote alarms will be provided by a
control system to alert the operator of any problems should they occur.
Contact Information for Emergency Responders and RegulatoryAgencies
All phone numbers for Emergency Responders and Remediation Agencies will be located in an
unobstructed centralized location in the control room.
Facility Control Valves
Control valves installed will allow for operators to isolate sections of the system if a problem were
to occur.
Waffanjy
All Roeslein and its subcontractor/vendor-supplied equipment or parts are warranted to be free from
defective material and workmanship, under normal use and service. Roeslein is responsible for the
operation and maintenance of the treatment system. In the event of any defects developing during the
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ROESLEIN
ENGINEERS • MANUFACTURERS • CONSTRUCTORS
Register, NC RA270-22
Anaerobic Digester O&M
Revision: 0
Effective Date: 4/15/2024
normal operation of the system, Roeslein will notify the supplier/vendor in writing, and upon receipt of
their written consent, the parts will be returned promptly to vendor's factory.
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ROESLEIN
ENGINEERS • MANUFACTURERS • CONSTRUCTORS
Register, NC RA270-22
Anaerobic Digester O&M
Revision: 0
Effective Date: 4/15/2024
Appendix A: Inflation Rating Guide
Inflation Rating - Lagoon cover inflation should be rated on a scale from 0 to 10. The purpose of this guide
is to provide advice when grading inflation level. Levels that fall in between these defined ratings should
be interpolated.
0: Cover is completely flat, resting on the water.
1: Cover is mostly flat, with pillows around the outside or in some areas.
3: Cover is inflated but center rain trench and laterals are still on water.
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ROESLEIN
ENGINEERS • MANUFACTURERS • CONSTRUCTORS
Register, NC RA270-22
Anaerobic Digester O&M
Revision: 0
Effective Date: 4/15/2024
5: Center rain trench is on water but laterals on one side are off the water.
w
7: Center rain trench is on water but all laterals are off the water.
9: All laterals and some parts of the center rain trench are off the water.
r
r
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ROESLEIN
ENGINEERS • MANUFACTURERS • CONSTRUCTORS
Appendix B: Digester Operation SOP
1. Overview:
Register, NC RA270-22
Anaerobic Digester O&M
Revision: 0
Effective Date: 4/15/2024
A Standard Operating Procedure (SOP) is a set of written instructions that document a routine or repetitive
activity followed by an organization. The development and use of SOPS are an integral part of a successful
quality system as it provides individuals with the information to perform a job properly and facilitates
consistency in the quality and integrity of a product or end -result.
The Operations Team should follow the Digester Operation Procedure when operating equipment at the
digester and managing liquid level. For additional information refer to Cover Installer's Operations and
Maintenance Manual.
2. Purpose
The Digester Operation Procedure provides guidance on how to manage digester water level seasonally,
manage cover inflation, and perform surveillance of cover integrity.
3. Scope and Applicability
This procedure is applicable to the Digester Transfer pumps, Mixing Pumps, and digester covers installed
by Roeslein and Associates.
4. Procedure Summary
Transfer Pump Operation
Digester Cover Operation
Daily Checks
Weekly Checks
5. Guidelines/Authority
The Procedure does not strictly fall under any regulated authority.
6. Health/Safety
Refer to Site owners' safety requirements regarding PPE assessment for additional details.
OOF Biogas and oxygen in air can potentially form a flammable mixture.
Methane (CH4) is an odorless, flammable gas. CH4 is lighter than air and
tends to rise and dissipate quickly outdoors.
<+epw'+ Biogas contains primarily methane (55 — 60%), and carbon dioxide (35 —
40%). However, biogas also contains hazardous trace amounts of hydrogen
sulfide (H2S), nitrogen (< 2%), oxygen (< 1%), and water vapor (<8%).
Hydrogen Sulfide (H2S) has a distinct "rotten egg" odor at low concentrations.
However, at higher concentrations, it overwhelms the sense of smell and
cannot be detected. At concentrations > 1000 ppm, it can cause immediate
8A>
e
unconsciousness and death through respiratory paralysis.
.
Page 12 of 17

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ROESLEIN
ENGINEERS • MANUFACTURERS • CONSTRUCTORS
Register, NC RA270-22
Anaerobic Digester O&M
Revision: 0
Effective Date: 4/15/2024
Hydrogen Sulfide compositions in the biogas feed supply can be at 1500 to
2500 ppm/vol, however the tail gas/permeate from the membrane routing to
the thermal oxidizer can be in the 10,000 ppm/vol range.
Carbon Dioxide (CO2) is a colorless, odorless, tasteless, non -irritating, non-
4 toxic gas. However, it can act as a simple asphyxiant by displacing oxygen
present in air to levels below that required to support life. In environments
with low concentrations of oxygen, confusion and reduced mental capacities
can lead to poor judgement and increase the risk of safety events.
Nitrogen (N2) gas is a colorless, odorless, tasteless, non -irritating, non -toxic,
MBHBMHKW inert gas. However, it can act as a simple asphyxiant by displacing oxygen
present in air to levels below that required to support life. In environments
with low concentrations of oxygen, confusion and reduced mental capacities
can lead to poor judgement and increase the risk of safety events.
7. Equipment/Supplies
• Adjustable wrench (standard metal okay to use in Class 1 Div2 areas)
• (PPE) proper protective equipment
0 4-2as personal monitor should be worn when in the vicinity of biogas
o Safety glasses, safety shoes, gloves.
o Personal Floatation Devices — when working on the cover.
• Refer to local HSE officer for job specific PPE requirements and needs.
8. Procedure
No.
Procedural Step Description
Transfer Pump Operation
8.0.1
Transfer pumps transfer water from the covered lagoon digester to evaporative lagoons
to maintain the desired liquid level in the digester.
Lagoon digesters high level is limited to two (2) feet below top of berm (or freeboard).
Lagoon digester low pump level is limited to one (1) foot above the sewer inlet pipe
exit to maintain gas seal. All pipe -berm penetrations must remain sealed with liquid to
avoid allowing biogas escaping through unsealed headers. The low pump level is — 9
ft below top of berm. The lagoon digester cover should be supported by the lagoon
liquid when not inflated. Dropping the lagoon liquid level too low may lead to an
unsupported cover and possible cover stretching and cover damage. Recommended
operation level is 3-4 ft below top of berm to ensure adequate digester biomethane
production and ensure that the level does not exceed 2 ft below top of berm at any time
during operational deviances.
The digester liquid level should be monitored daily. Transfer pumps can be operated
manually or in timer mode. Normally, timer mode should be used as the pumps will
not normally run continuously. During the biogas production season, the liquid level
should be maintained at a higher level. As the production season slows down in the fall,
Page 13 of 17

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ROESLEIN
ENGINEERS • MANUFACTURERS • CONSTRUCTORS
Register, NC RA270-22
Anaerobic Digester O&M
Revision: 0
Effective Date: 4/15/2024
the digester liquid level should be pumped down slowly to low pump level. This will
allow the maximum amount of manure to be stored during the off season and should be
allowed to fill back up to high level, before starting the transfer pump and discharging
liquid to evaporative lagoons.
Digester Cover Operation
8.1.1
The digester covers are a fully welded system that is integral with the lagoon liners.
Because of soil permeability, the 60-mil liner is utilized and fully welded to the 80-mil
lagoon cover at the perimeter. All cover, liner, and anchor trench sheet material is
HDPE which provides material toughness, flexibility, UV resistance, and water/gas
impermeability. The cover uses 6" grout filled HDPE piping at both the laterals and
center anchor trench. The Laterals are spaced on the order of 42-44 ft apart along the
entire length of the cover and are used to restrain gas movement from one side of the
cover to the other and avoid fast movement of the cover. Laterals are only effective
when they are substantially laying on the digester water operating level. The center
trench is comprised of two parallel pipes that run the center axis along the length. The
center trench is used to both restrain the cover upward movement and to provide an
area in which incident rainwater collects for easier pumping. An 8" corrugated
perimeter biogas collection header is installed around the entire circumference of the
digester cover to ensure generally equal gas inflation around the perimeter during low
gas production and low cover inflation.
The digester cover is a volumetric storage vessel, not a pressure vessel. The cover is
designed to contain the biogas emanating from the digester surface for collection into
the perimeter biogas header. The pressure under the cover operates at 0.0" w.c. (Water
column) to approximately 0.3" w.c. Pressure is not measured as it is immaterial to
operations.
In the event of power outage or emergency, there are two (2) 6" flanged emergency vent
ports directly on the cover, opposite of the swine barns. These ports have lug butterfly
valves and should be used with proper venting apparatus to ensure that the biogas is
vented at an elevation high enough to support safe operator opening and closure of the
valves.
Proper inflation of the digesters is critical to the reliable operation of the plant. A low
level of inflation ensures that ingress of air doesn't occur into the biogas which would
contaminate the gas with nitrogen and oxygen. 100% full inflation ensures that the
covers are in an optimal state for 24-hour net heat gain by the digester and prepared for
normal atmospheric wind conditions. This site has an annual hurricane season which
will involve strong storms and large amounts of rain. The direction below, addresses
normal, winter season, and hurricane season that are predicted. It is ultimately important
to continually monitor weather forecasts at least 5 days out and make any adjustments
in cover inflation in advance.
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ROESLEIN
ENGINEERS • MANUFACTURERS • CONSTRUCTORS
Register, NC RA270-22
Anaerobic Digester O&M
Revision: 0
Effective Date: 4/15/2024
The operations group should keep in mind the following items that affect the
performance of the cover.
• Laterals and center anchor trench piping is designed to control the movement
of the cover in all wind conditions. The grid of piping reinforces the cover in
both directions and also acts as a labyrinth in which gas has to pass when
moving during wind conditions, thus slowing the gas velocity and cover
movement.
• More cover contact with the water allows the cover to survive high wind
conditions due to the fact that water surface tension anchors the cover and there
is less volume of gas to move around the cover. Taut cover material also allows
the cover to withstand higher wind conditions.
• Less cover rise above the top of berm reduces the area of cover that wind exerts
force on. Less cover rise around the perimeter also reduces the cover profile
which in turn reduces the Bernoulli lifting mechanism on the cover in high
wind conditions (similar to a plane wing profile)
• HDPE has a relatively large coefficient of thermal expansion. The cover will
be much hotter during the day with sunlight exposure than at nighttime. Also,
radiant heat loss at night will condense water in the biogas space under the
cover, also reducing the total volume of gas under the cover. Methane, Carbon
Dioxide, and Hydrogen Sulfide do not condense but do decrease in volume as
an ideal gas. The volumetric difference in gas over a 24-hour period day to
night is due to the molar water volume in the biogas and biogas temperature
under the cover. The cover and laterals are designed for expansion and
contraction over all biogas ambient dry bulb temperatures between high and
low pump digester levels.
• As the perimeter of the digester is inflated less, less water will run off the cover
around the perimeter. This is beneficial to reduce the possibility of erosion of
the digester berms. Covers are easily pumped off with the Mixing Pumps to a
location several hundred feet from the berm.
The following digester cover operating guidance should be followed by plant operations
group:
1. In all operating conditions, the center rain trench piping shall be fully, 100%,
laying on the digester water surface.
2. In all operating conditions, the laterals shall be at minimum, substantially
laying on the digester water surface. Per operating modes below, maximum
15' of lateral at either end shall be suspended above the surface of the cover.
3. Digesters will produce gas at different rates. The blowers and A2000 piping is
designed to transfer gas between covers to maintain cover inflations within the
cover operating modes below while conserving biogas.
4. Anemometers are installed on the plant and accessible through Ignition. Each
Anemometer indicates wind speed up to 90mph and wind direction. Data is
recorded in the historian. Operators will monitor wind speed and use as
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ROESLEIN
ENGINEERS • MANUFACTURERS • CONSTRUCTORS
Register, NC RA270-22
Anaerobic Digester O&M
Revision: 0
Effective Date: 4/15/2024
necessary to refine operations compared with predicted winds at remote towns
based on the actual farm surrounding geography.
5. With A3000 fully operational, there is no reason to inventory biogas under the
covers beyond the operating modes detailed below.
Operating Modes:
1. Normal Operation:
a. Cover inflation around the perimeter is no higher than 6' above top of
berm. Inflation will generally vary between 3' to 6' based on wind
speed and direction.
b. Laterals are substantially on the digester water surface with end 10-15'
suspended and end cap at —2' off of liquid surface.
c. Gas cover between laterals is pillowed at nominal 2-4' above water
surface at peaks between the laterals.
d. Cover is tensioned but not tight. The cover will incrementally move in
the wind but with gentle local rolling effect.
e. This mode is applicable for winds sustained and gusts up to 50 mph
from all directions.
2. Winter Season Operation:
a. Cover inflation around the perimeter is no higher than 6' above top of
berm. Inflation will be generally 3' to 5' based on wind speed and
direction.
b. Laterals are fully on the digester water surface, including end cap.
c. Gas cover between laterals is not pillowed and flat on the water with
the exception of naturally occurring and sporadic cover rolls/channels.
d. Cover is tensioned but not tight. The cover will incrementally move in
the wind but with gentle local rolling effect.
e. This mode is applicable for winds sustained and gusts up to 65 mph
from all directions.
3. Hurricane / High Wind / Intense Storm Predicted:
a. Cover inflation around the perimeter is no higher than 3' above top of
berm. Nominal inflation above top of berm is 1.5' to 2'.
b. Laterals are fully on the digester water surface, including end cap.
c. Gas cover between laterals is not pillowed and flat on the water with
the exception of naturally occurring and sporadic cover rolls/channels.
d. Cover is tensioned but not tight. The cover will incrementally move in
the wind but with local rolling effect.
e. Cover will be flat extending from the ends of the laterals towards the
anchor trench for at least 20'.
f. This mode is applicable for winds sustained and gusts above 65 mph
from all directions. If winds are expected to exceed 75 mph, the
blowers (preferentially) and or emergency vents (if required) should be
used to evacuate substantially all gas.
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ROESLEIN
ENGINEERS • MANUFACTURERS • CONSTRUCTORS
Register, NC RA270-22
Anaerobic Digester O&M
Revision: 0
Effective Date: 4/15/2024
Daily Checks
8.2.1
• Visually inspect the digester water operation level to ensure 3-4 ft of freeboard.
Work with the farm to adjust timers if required to bring the level back into target
range.
• Visually inspect the digester cover and quantify inflation level and laterals
position.
• Visually inspect and quantify area of digester cover occupied by water. Utilize
pumping systems to remove surface water from the center anchor trench.
Weekly Checks
8.3.1
Walk perimeter of digester checking for:
• Leaks via a gas monitor or methane detection device around the base of the
cover and the anchor trench. Use of soapy water from an orchard sprayer may
also be used to detect leaks during cool cover conditions and still wind.
• Torn ballast straps or laterals that are not aligned straight.
• Settling or erosion around berm
• Any running equipment for an uncharacteristic operating state (noise/vibration)
• Sample cover rainwater to determine if it is "hot" aka contains dissolved
ammonia because contaminated cover water is an indication of a possible
digester cover leak and will need to be pumped under the cover.
• Trash and foreign matter on the cover can cause problems with normal
operation. If debris becomes wedged between the ballast weight and cover it is
possible for punctures to occur. Additionally, foreign matter can cause the rain
collection channels to become blocked and disrupt flow of the rainwater. All
operators and contractors working on top of the digester should be cognizant
of the perimeter rock and make sure not to kick the rock into the digester.
Furthermore, a yearly pre -season inspection should occur to inspect for and
remove any debris along the entire length of ballasts.
Page 17 of 17

Sampling protocol and schedule for Monarch sites
Date: 08/23/2024
R08.23.24
Sample collection at all sites should be done using the sampling protocol outlined below. A submittal sheet will be sent to the person in charge
of sampling prior to sampling. The respective person is responsible for print submittal forms, conducting sampling, label samples as per submittal
form, safely storing (refrigerated containers during storage) and shipping samples to the respective lab (instructions on submittal form)
Required accessories:
1. Telescopic sampler extendable to 18 feet and the pendulum beaker
2. Gloves and sampling containers
3. Ice packs.
4. Sampling submittal forms
5. Safety supplies
During sampling event two people should be responsible while supporting tasks (shipping etc.) can be conducted by the person in charge alone.

Sampling protocol for digester samples
1. Influent and effluent samples are intended to be collected for all sites from shortlisted digesters on a quarterly basis. Sampling to be
conducted by two persons at the site.
2. Label all sampling containers with respective sampling ids.
3. The influent sample must be collected from a "cleanout" just prior to entering the lagoon using the telescopic sampler and 5-gallon
bucket while following all site -specific safety policies, including Lagoon Access Safety Procedure
4. The effluent sample must be collected from the crossover pipe/wet well using the telescopic sampler and 5-gallon bucket while following
all site -specific safety policies, including Lagoon Access Safety Procedure
5. Procedure for sample collection from a Cross over pipe
a. On opening the valve on crossover pipe it is recommended to allow enough time to pass such that the standing debris in the
pipe is flushed out and a good representative sample can be collected.
b. Collect 3 x 500 mL samples using the sampler into a clean 5-gallon bucket.
c. Repeat this procedure 2 more times, while collecting all the samples into the same 5-gallon bucket.
d. Allow sufficient time between two collection events such that pipe contents are flushed.
e. At the end of the sampling event, you may have — 1.3-1.5-gallon sample, homogenize the contents of the bucket gently mixing
using the sampler and the pendulum beaker on the sampler.
6. Sampling for sample collection from a wet well or cleanout.
a. Using the telescopic sampler (beaker attached to the rod) gently homogenize contents of the wet well.
b. Collect 6-8 beakers of sample into a 5-gallon bucket from different areas of the wet well/cleanout to get a representative sample.
c. Gently homogenize the contents of the bucket.
7. Grab a sample from the homogenized mixture to fill the labeled sampling container (influent or effluent) and put the container cap
tightly ensuring a watertight seal.
8. If the samples are to be stored for more than 2 hours before shipping, store them in a refrigerator preferably 4°C or lower.
9. If refrigeration is not available use frozen icepacks to cool the samples and replace icepacks at regular intervals, store the samples in a
well -ventilated space.
10. DO NOT STORE SAMPLES IN REFRIGERATORS MEANT FOR FOOD STORAGE
11. Ship samples to the lab (details in the submittal form) to deliver overnight. Include ice packs in the shipping box to keep samples cool
during transit.

Sampling protocol for lagoon liquid samples (Secondary lagoon
1. Lagoon liquid samples are intended to be collected from all the open lagoons at every site on a quarterly basis.
2. Label all sampling containers with respective sampling ids. (Refer sample list for Sample IDs)
3. The sample must be collected from the multiple spots (6-8) in the open lagoon using the telescopic sampler and 5-gallon bucket while
following all site -specific safety policies, including Lagoon Access Safety Procedure
4. Use the 18 feet telescopic sampler to reach lagoon water surface from the berm, it is needed that the sampling in charge is accompanied
by another operator onsite for this sampling for ease of equipment handling and safety.
5. Collect 2 x 500 mL samples at each spot, using the sampler into a clean 5-gallon bucket.
6. Repeat this procedure at all 6-8 randomly chosen spots along with periphery of the lagoon, collect all the samples into the same 5-gallon
bucket.
7. At the end of the sampling event, you may have — 1.3-1.5-gallon sample, homogenize the contents of the bucket gently mixing using the
sampler and the pendulum beaker on the sampler.
8. Grab a sample from the homogenized mixture to fill the labeled sampling container and put the container cap tightly ensuring a
water/airtight seal.
9. If the samples are to be stored for more than 2 hours before shipping, store them in a refrigerator preferably 4C or lower or use frozen
icepacks to cool the samples in a small container and replace icepacks at regular intervals, store the samples is a well -ventilated space.
10. DO NOT STORE SAMPLES IN REFRIGERATORS MEANT FOR FOOD STORAGE
11. Ship samples to the lab (details in the submittal form) to deliver overnight. Include ice packs in the shipping box to keep samples cool
during transit.

Sludge survey and sampling from secondary lagoon
1. The secondary lagoon, source of sludge, will be examined for sludge levels once every four years.
2. Sludge levels in the covered digesters will be examined once every four years appropriate sludge management plans will be put in
place to keep sludge levels in the digester under control.
3. Sludge sampling, from the secondary lagoon, will be conducted during sludge management events to determine sludge
composition especially Nitrogen, Phosphorus, potassium, and other micronutrients.
4. This sampling protocol is intended to help evaluate progression of sludge level in the secondary lagoon and covered digeste and
ensure agronomic land application.
5. Sludge sampling will be conducted using a sludge judge, while sludge surveys will be conducted using sonar devices that can be
remotely controlled from the berm following all site -specific safety policies, including Lagoon Access Safety Procedure.

Recommended analysis
Table 1 Recommended tests for lagoon/digester effluent sampling
Digester effluent, secondary lagoon effluent and sludge testing
Manure package
Eff-MMDDYY
Inff-MMDDYY
Nitrogen, Ammonium Nitrogen,
Organic Nitrogen, Phosphate, Potash,
Calcium, Copper, Iron, Magnesium,
Manganese, Sodium, Sulfur, Zinc,
Moisture/Total Solids, Total Salts, pH
VS
Alkalinity
Volatile organic acids
COD
BOD5
Total testing cost
Amongst the manure package TS, Ammonium nitrogen, pH are mandatory tests and if done separately cost more than the package.
Table 2 Optional tests for lagoon/digester effluent sampling
Orthophosphate
Sulfate
Sulfide
EC
Carbon

ROESLE
Location — Monarch Bioenergy — Farm Name, City, State
In the event of an environmental release, there are four critical steps to follow:
1. Stop the flow— attempt to stop the source of the release.
DOCUMENT WILL BE FILLED OUT
AS PART OF AS -BUILT SUBMISSION
Policy
Spill Response —Policy
Revision: 1
Effective Date: 11/21/2023
• Try to keep the spill from becoming worse. If there is a way to stop the spill or minimize it becoming worse,
take those actions. These may be actions such as closing valves or shutting down a system, depending on
the source.
2. Contain the release.
• Take steps to keep the spill from spreading to other areas or entering ditches or freshwater.
• Depending on the situation, this may mean using equipment to create a barrier/berm; putting down some
type of absorbent material or neutralizer; or other materials to create a perimeter.
3. Report the release immediately to the following:
Name
Title
Phone Number
-
Owner Operator —Farm Name
-
Seth Renfro
Director of Operations
660-654-1656
TBD
On -site Operations Manager
TBD
Jerri Ann Garrett
EHS Manager
660-425-4861
Be prepared to provide the following information when you call:
• Where is the release located (be specific)?
• What kind of release is it (be specific)?
• Approximately how much was released.
• Has the release left the property?
• Has the release encountered surface water, ground water, a drainage tile or intake, or other potentially
freshwater areas?
• Has the source of the release been stopped?
• Is the release contained?
An environmental spill is a discharge of one or more hazardous substances that adversely impact, or threaten to
adversely impact human health, welfare, or the environment and requires and immediate response.
Ensure all discovered environmental releases are reported immediately to Roeslein and Conine Farms.
Hazardous substance releases in which will reach waters of the state must be reported to the state within 8
hours, therefore, it's important to ensure Roeslein and Conine Farms are notified immediately.
4. Cleanup the spill —if the spill was not caused by Roeslein, Conine Farms will be responsible forcleanup.
*Note: There is a passive overflow line from the water management wet well to the evaporation lagoon at 1.5'
freeboard. If the water management pumps are not working, the lagoon effluent will overflow into the
evaporation lagoon.
S. ALL ON -SITE EMPLOYEES SHALL FOLLOW APPLICABLE SECTIONS OF 'COMMON SITE PRACTICES FOR ON FARM
ANAEROBIC DIGESTION SYSTEM'— SEE ATTACHED
Page 1 of 1
https://prideconveymcesys.sharepoint.com/sites/RAESafetyGroup/Shaved Documents/Envim cntal/Milford SFLocations Spill Response Procedures 091423.docx Printed: 9/15/20237:23 AM

Common Safety Practices
for On -Farm Anaerobic
Digestion Systems
December 2011

Safety Practices for On -Farm Anaerobic Digestion Systems
TABLE OF CONTENTS
1.0 INTRODUCTION.......................................................................................................................... I
2.0 SAFETY HAZARDS FOR ANAEROBIC DIGESTION...........................................................1
2.1 GENERAL SAFETY PRECAUTIONS............................................................................. 2
2.1.1 Drowning............................................................................................................... 2
2.1.2 Fall protection........................................................................................................ 2
2.1.3 Burns...................................................................................................................... 3
2.1.4 Entanglement hazard.............................................................................................. 3
2.1.5 Feedstock and digestate spills................................................................................ 4
2.1.6 Mechanical failures................................................................................................ 4
2.1.7 Lockout/Tagout......................................................................................................5
2.1.8 Ignition sources...................................................................................................... 5
2.1.9 Noise levels............................................................................................................6
2.2 CONFINED SPACE ENTRY............................................................................................. 7
2.2.1 Definition............................................................................................................... 8
2.2.2 Confined space training, certification, and rescue plan ......................................... 8
2.2.3 Inspect atmosphere prior to entry........................................................................... 9
2.2.4 Safety equipment.................................................................................................... 9
2.3 HAZARDS ASSOCIATED WITH BIOGAS...................................................................10
2.3.1 Asphyxiants ...........................................
10
2.3.2 Immediately dangerous to life and health............................................................11
2.3.3 Explosion potential.............................................................................................. 11
2.4 ELECTRICAL SYSTEM HAZARDS..............................................................................12
2.4.1 High voltage.........................................................................................................12
2.4.2 Low voltage.........................................................................................................12
2.4.3 Electrical fires...................................................................................................... 13

Safety Practices for On -Farm Anaerobic Digestion Systems
3.0 MAINTAINING A SAFE WORKING ENVIRONMENT.......................................................13
3.1 EMERGENCY ACTION PLAN......................................................................................13
3.1.1 Directions to AD facility......................................................................................14
3.1.2 Contact information.............................................................................................14
3.1.3
Site map...............................................................................................................15
3.1.4
State and local health and safety requirements....................................................15
3.1.5
Equipment vendor manuals..................................................................................15
3.2 SAFETY AND EMERGENCY EQUIPMENT................................................................15
3.2.1
Anaerobic digester facility(onsite)......................................................................15
3.2.2
Locally (able to be onsite within a few hours) .....................................................
16
3.2.3 Baseline environmental conditions......................................................................16
3.3 ELECTRICAL.................................................................................................................. 17
3.3.1 Daily inspections.................................................................................................. 17
3.3.2 Switches, controllers, fuses, and breaker panels..................................................17
3.3.3 Roles of operators................................................................................................18
3.3.4 Visitors on site..................................................................................................... 18
3.4 PERSONAL PROTECTIVE EQUIPMENT.....................................................................18
3.5 ACCIDENT PREVENTION SIGNS AND TAGS...........................................................18
3.6 PERSONNEL TRAINING REQUIREMENTS...............................................................19
4.0 CONCLUSION.............................................................................................................................19
5.0 REFERENCES.............................................................................................................................20

Safety Practices for On -Farm Anaerobic Digestion Systems
1.0 INTRODUCTION
Several safety hazards exist when converting manure and organic residuals (non -farm
feedstock) into energy using anaerobic digestion (AD) technology. These hazards can cause
serious bodily harm and in some
circumstances, can be fatal. Common hazards
associated with AD systems include drowning,
electric shock, and noise exposure. However,
biogas and its constituents, many of which are
colorless and odorless, can unknowingly
expose operators and visitors to hazards such
as asphyxiation and burns due the flammable
nature of methane. Workers must take
proper precautions when handling and storing
organic material and managing the
production of electricity and combustible
gases.
The purpose of this document is to identify
the major hazards associated with an AD
facility and outline basic practices that will
help maintain a safe and successful working
environment. The intended audience for this
guide is owners and operators, and the guide
is not intended to replace safety training or
instruction, but rather enhance it.
2.0 SAFETY HAZARDS FOR
ANAEROBIC DIGESTION
Figure 1: Safety signage on AD feed system
M
ti00
The following sections identify major hazards that can exist with an AD facility. These include:
• General safety precautions
• Hazards associated with biogas
• Confined space entry
• Electrical system hazards
Figure 1 shows a feed hopper for an anaerobic digester with a dozen warning signs, including
fall, entanglement, and explosion potential.
1

Safety Practices for On -Farm Anaerobic Digestion Systems
2.1 GENERAL SAFETY PRECAUTIONS
The following sections describe general safety concerns associated with AD facilities.
2.1.1 Drowning
Liquid tanks and ponds for storage pose a drowning threat.
Whenever a drowning potential exists, ring buoys, ropes, or
ladders should be readily available for rescue purposes
(Occupational Safety and Health Administration [OSHA],
2002). The drowning risk is highest when employees are
servicing equipment located in digester or storage tanks.
Accidental drowning can occur when people unfamiliar with
the farm and manure handling system mistakenly enter
storage structures. Slipping on a synthetic liner or walking
on crusted manure storage are examples of situations that
can lead to accidental drowning. OSHA suggests posting
signs similar to the one shown in Figure 2 and erecting
fences around manure storage structures to reduce the
potential of an individual or animal unknowingly entering
one.
Figure 2: Manure storage
warning sign in English and
Spanish
LIQUID
MANURE
STORAGE
ALMAEMR
DE ESTItRCOL
dQUI
If an individual is drowning, the first step should be to call 911, followed by a rescue attempt
using a life preserver, rope, or ladder. The presence of biogas—an asphyxiant that can cause a
person to pass out —can increase the potential of manure storage drowning. (Biogas hazards
are discussed in greater detail in Section 2.3.) Individuals attempting to rescue a drowning
individual should never enter a manure storage structure because they could also be overcome
by the poor air quality.
2.1.2 Fall protection
Serious injuries can result from falls of any distance. When possible, employees should perform
maintenance work from the ground. At most AD facilities, however, multiple elevated locations
are present. For example, equipment on the top of aboveground AD tanks are 10 to 25 feet off
the ground. According to the OSHA general industry standard any "time a worker is at a height
of four feet or more, the worker is at risk and needs to be protected" (OSHA, 2008A). Fall
protection, such as guardrails, a safety harness (also discussed in Section 2.2.4), and self -
retracting lifelines, should be used when an employee is above the 4-foot threshold (API, 2006).
The enclosed fixed ladder and guardrail system on the feedstock storage tank shown in Figure 3
complies with OSHA fall protection standards.

Safety Practices for On -Farm Anaerobic Digestion Systems
Another common example of a fall risk is shown in
Figure 4, where a ladder is leaned against a feedstock
storage tank. The two concerns with the situation
presented in Figure 4 are: (1) the tank height is
approximately 10 feet and (2) there are no securing
devices or slip resistant feet on the ladder, nor is
there a rope to secure the top. When ladders are
used to access elevated equipment, they should be
secured and supervised at all times. Once the ladder
is no longer needed, it should be removed.
2.1.3 Burns
Throughout an AD facility, pipes containing hot fluids
or exhaust gas can pose potential burn hazards.
Other potential sources of burns are heat exchangers,
boilers, pumps, or engine generators, where
temperatures can exceed 160°F. Simply rubbing up
against a heat exchanger or accidently placing a hand
on a hot pipe can result in serious burns. All
Figure 3: Permanent ladder and
guardrail on feedstock storage tank
employees and visitors to the AD facility should be cautioned not to touch any equipment or
pipelines.
When possible, hot surfaces should be identified as burn hazards, and all pipes should be
clearly labeled to indicate the contents,
Figure 4: Ladder leaning on feedstock storage
tank
Vo
km
flow direction, temperature, and pressure.
Insulation should be used to encase the
pipe and reduce the potential for
accidental burns. Figures 5 and 6 provide
examples of pipeline insulation and
labeling.
2.1.4 Entanglement hazard
Pumps, augers, impeller mixers, chains,
drive shafts, and other machinery pose
entanglement hazards due to pinch points
and other moving parts. In most AD
systems, the primary exposure to
entanglement is the unguarded driveshaft
3

Safety Practices for On -Farm Anaerobic Digestion Systems
of a pump. To reduce the entanglement risk,
all equipment safety guards should be in
place and individuals should tie back long
hair and avoid wearing loose -fitting clothing
and jewelry.
2.1.5 Feedstock and digestate spills
Figure 5: Insulated and labeled hot water
pipes
Feedstock (any organic material entering the
digester) and digestate (any material exiting
the digester) should be carefully transferred '
and contained. In the event of a major
feedstock or digestate spill, workers should I
exercise caution when containing the
material. The first step should be to control f
the source causing the spill. Once this is
achieved, workers should contain the spill by ��-
constructing temporary containment
structures around the affected area. Excavation equipment such as bulldozers and backhoes
should be readily available for this purpose. Isolating the spill reduces potential damage to
nearby buildings and contamination of surface
Figure 6: Biogas pipeline indicating waters and sensitive areas. After containing the
temperature and flow direction spill, the facility should notify the proper
authorities (as defined by state -specific permits), to
comply with all applicable local, state, and federal
regulations. For non -farm feedstocks, such as food
waste, the spill -reporting agency should be clearly
identified on all records related to the material,
including material safety data sheets (MSDS) and
manifest logs indicating the date, quantity, and
material (feedstock) brought onto the farm. The
final step in spill response is site cleanup and
restoration.
2.1.6 Mechanical failures
In the event of a mechanical failure, workers should reference the vendor manuals to
troubleshoot the issue. Vendor manuals for mechanical machinery should be organized and
included in the emergency action plan, which is discussed in Section 3.1. Only trained staff
4

Safety Practices for On -Farm Anaerobic Digestion Systems
should be permitted to repair digester equipment. Operators should use lockout/tagout
procedures (see Section 2.1.7) during all mechanical equipment repairs.
To avoid mechanical failures, the system operator, with support from the technology provider,
should develop a preventative maintenance manual for the site.
2.1.7 Lockout/ragout
According to OSHA standard 29 CFR 1910.147,
lockout/tagout refers to the specific "practices and
procedures to safeguard employees from the
unexpected energization or startup of machinery and
equipment, or the release of hazardous energy during
service or maintenance activities" (OSHA, 2007A).
Simply stated, before an employee services a piece of
electrical equipment, the power supply should be
turned off and the employee should place a padlock on
the power supply. The padlock serves to prevent
someone else from accidently re -energizing the
equipment being serviced. The lock should have a tag
on it identifying the individual who locked out the
Figure 7: Electrical panel turned off
and locked out
kL
equipment. In Figure 7, one of the four electrical breakers shown is turned off (disengaged) and
locked out. Once a piece of equipment has been locked out, the only individual with the
authority to unlock that piece of equipment is the person who initially locked it out.
Employees should follow this practice every time they service any electrical or electrically
powered equipment. OSHA estimates that compliance with lockout/tagout procedures
prevents an estimated 120 fatalities and 50,000 injuries each year in the United States (2007A).
2.1.8 Ignition sources
Biogas generated during anaerobic digestion is flammable. Over the past couple of years,
several AD systems have been damaged or destroyed by fires fueled with biogas. While no
specific setbacks or standards have been established for biogas, facilities should observe
standards for similar systems. The National Fire Protection Association (NFPA) has established a
range of setback distances for liquid propane (LP) fuel based on storage capacity (2009). For LP
gas, the setback ranges from 10 feet for small storage devices (<500 gal water capacity) to 100
feet for large storage systems (>70,000 gal water capacity).

Safety Practices for On -Farm Anaerobic Digestion Systems
Smoking and open flames should be prohibited in
the general vicinity of the digester and a setback
distance of 25 to 50 feet is suggested for all
possible ignition sources to reduce the potential
for fire or explosion. Ignition sources can include
(but are not limited to) light switches, electric
motors, pilot flames, and cell phones. Facilities
should designate smoking areas at least 50 feet
from the digester system to ensure that visitors
and employees do not inadvertently create an
ignition source. Signs, like the one shown in Figure
8, should also be used to warn all individuals of
the explosion or fire risk associated with AD
systems.
The National Electric Code (NEC, 2005) dictates
that electrical wiring near combustible gas must
conform with the Class 1, Division 1 hazardous
location standard. Biogas is combustible, so the
Figure 8: Explosion potential sign
hazardous location standard should be applied to AD systems' electrical wiring.
For repairs requiring open flames or electric spark, ventilation should be provided such that
methane levels are maintained below a safe level, as discussed in Section 2.3.3.
Figure 9: Gen set enclosure with hearing
2.1.9 Noise levels
Exposure to high levels of noise can
result in discomfort or short-term
hearing loss. In extreme cases, or if the
noise exposure occurs over a long
period of time, permanent hearing loss
can occur. The main source of high
noise levels is the engine generator set
(gen set). Actual decibel (dB) levels
produced at an AD facility will differ due
to varying acoustical settings, but a gen
set can produce between 100 —140 dB
(Fenton, 2011). The facility is required
to supply noise protection devices, such
N.

Safety Practices for On -Farm Anaerobic Digestion Systems
as earplugs, to employees and visitors who are exposed to high noise levels (OSHA, 200813) (See
Table 1). Handheld decibel meters are widely available and provide an inexpensive method to
quickly determine the noise level. Also, OSHA encourages posting signs indicating "hearing
protection is required in this area." (See Figure 9).
Table 1: Safe maximum allowable decibel level (OSHA, 2008B)
Duration per day (hours)
Sound level (dB)
(as measured with a sound level meter set on slow response
8
90
6
92
4
95
3
97
2
100
1.5
102
1
105
0.5
110
0.25
115
2.2 CONFINED SPACE ENTRY
Constituents of biogas, including carbon dioxide, methane, and hydrogen sulfide, present the
potential for both asphyxiation and fire or explosion in confined spaces. It is important to
remember that even a few gallons of manure or other organic material in a tank or confined
space can pose a serious health risk under
Figure 10: Basic confined space warning sign
the right conditions. A recent example of
confined space entry fatality occurred in
July of 2010 when two farm employees died
while cleaning a storage tank similar to the
one shown in Figure 4 (Michigan
Department of Energy, Labor and Economic
Growth [MEDLEG]). Signs should be used to
alert employees and visitors when confined
space entry risks exist. Figure 10 shows an
example of a standard confined space
warning sign. The following background
DANGER/PELIGRO
CONFINED
SPACE
ESPACIO LIMATADO
information and guidelines are intended to promote a safe working environment when
confined space is involved.
7
CONFINED
SPACE
ESPACIO LIMATADO
information and guidelines are intended to promote a safe working environment when
confined space is involved.
7

Safety Practices for On -Farm Anaerobic Digestion Systems
2.2.1 Definition
"Confined space" is defined by OSHA as "having a limited or restricted means of entry or exit;
large enough to bodily enter and perform tasks; and lastly, not designed for continuous
occupancy." Currently, state -by -state standards vary for permit -required confined spaces
training for agriculture; however, confined spaces are widely recognized as a common hazard.
Confined spaces include, but are not limited to, tanks, pits, silos, underground vaults, storage
bins, and manholes (MDELEG, 2010).
2.2.2 Confined space training, certification, and rescue plan
Employees associated with AD systems or who manage organic residuals MUST be trained in
confined space entry to maintain a safe working environment (Gould, 2010). Several cases have
resulted in fatalities due to a lack of understanding of the hazards associated with confined
spaces. As discussed earlier, two farm employees died when they were overcome by a lack of
oxygen while cleaning a feedstock storage tank (MDELEG, 2010). The employees were power
washing a tank that contained only 6 to 8 inches of molasses residue, which had sat unused for
five to six months. By conducting basic employee education and strictly adhering to OSHA
confined space entry guidelines, facilities can provide a safe working environment for farm
employees.
Currently, OSHA does not require farms to offer
specific training for confined space entry;
however, it is the employer's responsibility to
educate employees in order to maintain a safe
working environment. When entering a confined
space, the "buddy system" should be used, in
which any person entering a confined space is
monitored from a safe distance by a second
person. The employee entering the confined
space must wear a harness attached to a
retraction device that the second employee can
activate to pull the individual to safety in an
emergency.
The facility should develop a rescue plan for
emergency confined space entry situations. This
plan should describe the use of the safety
Figure 11: Handheld multi -gas detectors
Ima�rs from Goode 4na�es
equipment in emergency situations, the actions to be taken, and the personnel responsible for
each action. The plan may also include training and certification information.
RI

Safety Practices for On -Farm Anaerobic Digestion Systems
2.2.3 Inspect atmosphere prior to entry
Before entering a confined space, a worker must test the atmosphere inside the space, as
required by OSHA general industry standard 1910.146 (1998). The person can perform this
testing using a handheld multi -gas detector capable of detecting oxygen, carbon monoxide,
hydrogen sulfide, and lower explosive limits (LEL) levels. Several models of multi -gas detectors
are shown in Figure 11. When testing the atmosphere within a confined space, the employee
should remain outside in a safe location. Many multi -gas detectors are equipped with an
extension hose for this purpose.
In compliance with standards (OSHA, 1998), the employee should test for the following:
1. Oxygen level: above 19.5 percent by volume air
2. Methane: below 5 percent by volume of air
3. Hydrogen sulfide level: below 20 parts per million (ppm)
If any of the above conditions are not met, the atmosphere is deemed hazardous and should
not be entered by any personnel until forced ventilation has eliminated the hazardous
conditions. During entry, continuous ventilation with an explosion -proof blower will ensure that
fresh air is displacing any hazardous air that may be trapped in the confined space. Workers
must maintain and calibrate this equipment
according to the manufacturer's
recommendation in order to effectively monitor
atmospheric conditions.
2.2.4 Safety equipment
When entering a confined space, an employee
should wear a safety harness attached to a
winch or pulley outside of the pit. Examples of
safety harnesses and a winch are shown in
Figure 12. This safety precaution, allows a
coworker to assist a trapped employee without
having to enter the space in the event of an
emergency.
A self-contained breathing apparatus (SCBA)
should be used only in emergency situations.
Figure 12: Safety harnesses, ropes, and a
chain fall at an AD facility
A

Safety Practices for On -Farm Anaerobic Digestion Systems
Figure 13 shows a basic backpack -style SCBA with fitted facemask. Any employee using a SCBA
must be properly trained and fitted for using the equipment. For an individual to become
certified in confined space entry, they should consult the
State approved OSHA administration.
2.3 HAZARDS ASSOCIATED WITH BIOGAS
AD biogas is composed of three main constituents:
methane, hydrogen sulfide, and carbon dioxide. Each of
these gases can be dangerous under certain circumstances.
Common hazards associated with biogas include
asphyxiation and fire or explosion potential.
Overall, it is always a good idea to test the atmosphere
when biogas may be present as well as maintain proper
ventilation. Workers can use a handheld multi -gas detector,
similar to one of those shown in Figure 11, to determine if
hazardous levels of biogas are present. Low-cost detectors
will simply identify dangerous level of biogas, while higher
end detectors can report specific concentrations of the
primary biogas components.
2.3.1 Asphyxiants
Gases that prevent the uptake of oxygen into human cells
Figure 13: Self-contained
breathing apparatus
AN
I—V tram h1tp:/Av".awY#cyppty.c*nV
are referred to as asphyxiants. There are two categories of
asphyxiants: simple and chemical. A simple asphyxiant displaces oxygen, and chemical
asphyxiants "reduce the body's ability to absorb, transport, or utilize inhaled oxygen.
Asphyxiants are often active at very low concentrations (a few ppm)" (Lawrence Berkeley
National Laboratory, 2008). Asphyxiant gases are present wherever there is storage of an
organic material; therefore, manure pits or any other areas for organic material storage
become potentially dangerous. Following are the various asphyxiants that are typical
constituents of biogas.
• Simple asphyxiants —carbon dioxide and methane
• Chemical asphyxiants — ammonia and hydrogen sulfide
10

Safety Practices for On -Farm Anaerobic Digestion Systems
2.3.2 Immediately dangerous to life and health
Within confined spaces and other covered areas, the potential exists for atmospheric
concentrations to develop that become immediately dangerous to life and health (IDLH). An
IDLH condition can be defined as an atmospheric concentration of any toxic, corrosive, or
asphyxiant substance (simple or chemical) that "poses an immediate threat to life or would
cause irreversible or delayed adverse health effects or would interfere with an individual's
ability to escape from a dangerous atmosphere" (OSHA, 2008C). Following are the main IDLH
concerns when handling the production of biogas (Center
for Disease Control and Prevention, 1995).
• Oxygen deficiency — less than 19.5 percent by
volume air
• Hydrogen sulfide — more than 100 ppm
• Ammonia — more than 300 ppm
• Carbon dioxide — more than 40,000 ppm
Signs similar to the one shown in Figure 14 should be used
to alert employees and visitors of the potential for IDLH
conditions. Areas prone to these conditions include
structures housing the gen set or boiler, below grade pump
chambers, and biogas storage devices.
Figure 14: Sign indicating IDLH
potential
I
DEADLY MANURE GASES POSS19LE
DEATH
MAY 8E INVWF.DLATE!
OtA
EN'MR PriONLY WITH;
SELF -CON TANED AIR SUPPLY
YEN TUI TKA
RESCUE HARNESS. NE"ANICAL
LFT. STAND-BY PERSON
A simple and convenient way to ensure the safety of an area's atmosphere is by installing a
wall -mounted sensor that can detect hazardous gases (e.g., methane, LEL, hydrogen sulfide,
carbon monoxide). In the event that a hazardous gas sensor is triggered, the emergency action
plan (see Section 3) should be implemented.
2.3.3 Explosion potential
Methane, the main component of biogas, is flammable
when it mixes with air. Upper and lower explosive limits
(LEL) are established to provide an identifiable range of
concentrations that will produce a flash fire when an
ignition source is presented. The LEL is often referred to as
a flammable limit. For methane, the lower and upper
explosive limit is 5 percent and 15 percent by volume of
air, respectively (Linde Gas LLC, 1995).
Figure 1S: Safety signs posted
at AD facility
0ra
I
11

Safety Practices for On -Farm Anaerobic Digestion Systems
2.4 ELECTRICAL SYSTEM HAZARDS
The generation of large quantities of electricity at an AD facility creates electrical hazards, most
of which can be found near the gen set, transformer, and electrical panels. The only personnel
with the authority to service and repair electrical systems are licensed electricians. In addition,
the facility should post signs identifying general electrical hazards near the electrical generation
system (see Figure 15 for an example of basic signage).
2.4.1 High voltage
Any electrical source above 600 volts is
considered high voltage (NEC, 2005). Typically,
transmission lines from the transformer are the
source of the highest voltage on a farm. A
transformer is a piece of machinery used to
increase the voltage, allowing for more efficient
transport of the electricity. When dealing with
such high voltage, the main hazard is contact
with exposed leads, which could be fatal. Figure
16 shows exposed lead transformers commonly
used on utility poles. Ground -mounted
transformers used on farms and at AD facilities
are typically enclosed like the one shown in
Figure 17: Enclosed electrical
transformer
Figure 16: Standard electrical
transformer with exposed leads
Figure 17. Enclosed transformers should remain sealed
and locked at all times, and only a licensed electrician
should perform transformer maintenance.
2.4.2 Low voltage
All electrical sources less than 600 volts are considered
low voltage (NEC, 2005). Typically, switches,
controllers, fuses, breakers, wall outlets, and electrical
panels are considered low -voltage devices. One major
hazard associated with electrical panels is arcing, which
occurs when electricity from an energized source
jumps a gap of air and discharges into an adjacent conductive surface, typically metal. If an
individual happens to be in the pathway of the arc, they can be seriously burned or killed. Cover
plates are used to contain arcing by shielding the employee from any potential harm.
Therefore, the facility should ensure that the proper cover plates are intact and correctly in
place on the panel or outlet.
12

Safety Practices for On -Farm Anaerobic Digestion Systems
2.4.3 Electrical fires
In the event of an electrical fire, the person fighting the fire should use an ABC classified multi-
purpose fire extinguisher rather than a water -based fire extinguisher, which could result in
electrocution. If possible, the electricity should be shut off to the facility before fighting the fire.
The facility should train operators to identify the difference between electrical fires and
ordinary combustible fires (Wallenwine, 2011).
3.0 MAINTAINING A SAFE WORKING ENVIRONMENT
AD facilities can provide a safe working environment, as long as proper safety measures are
taken. The following sections present recommended steps for maintaining a safe working
environment at AD facilities, adapted from the self -assessment guide prepared by Nellie Brown
(2007), titled "Conducting a Safety Walk-through on a Farm: Hazards of the Manure Handling
System, Anaerobic Digester, and Biogas Handling System" and the emergency action plan
requirements of the National Pollution Discharge Elimination System (NPDES) program.
3.1 EMERGENCY ACTION PLAN
In most states, AD facilities are required to have emergency action plans (EAP) as part of their
NPDES permits. A major objective of an EAP is to develop response protocols to specific
emergencies so that if an accident occurs the facility will conduct the appropriate actions in the
correct sequence. As a general recommendation, each situation should be broken down into
the following components.
Assess the extent of damage in the following order:
a. Human health
b. Environmental health
C. Mechanical integrity
2. Correct the problem immediately if possible.
3. Contact the appropriate agencies and personnel to resolve the problem.
The contents of an EAP should be well organized in a binder or an electronic file and distributed
to all employees so that they are informed of the proper safety protocols. The facility should
provide local emergency departments with a copy of the EAP and invite them for a tour of the
operation so they can become familiar with the facility. Also, the facility should post a copy in a
highly visible area where visitors enter the facility.
13

Safety Practices for On -Farm Anaerobic Digestion Systems
To maintain an effective EAP, the facility should perform an annual review of the document to
keep it up to date. Conducting annual training sessions will ensure that employees have a basic
understanding of the EAP. The following sections present the recommended content to be
included in an EAP.
3.1.1 Directions to AD facility
Often, the AD facility is not clearly visible from the main road, especially if it is located in an
agricultural setting. Therefore, detailed driving directions from the closest major road,
intersection, or town to the physical location of the AD facility should be included in the EAP.
3.1.2 Contact information
The EAP should provide a list of emergency and non -emergency contacts, including the job title
and cell phone number of each person. Recommended contacts are:
• Farm or AD owner
• AD operators
• Emergency and nonemergency responders
o Fire department
o Poison control
o Law enforcement
o Hospital
• Electric and gas utilities
• Contractors
o Electrical
o Excavation
o Mechanical
• State health and safety officials
Contact information should identify the appropriate after-hours emergency contact
information as well. The contact list should be posted in multiple locations throughout the AD
facility and farm so that in the event of an emergency, there is quick and easy access to this
information. It is important that the contact list be updated routinely to make sure all
information is current.
14

Safety Practices for On -Farm Anaerobic Digestion Systems
In many rural locations, calling 911 may not be the best method for reaching emergency
responders. On an annual basis, the AD operator or owner should host a site tour with the local
fire, ambulance, and sheriff departments. The purpose of this tour would be to familiarize
emergency responders with the site and system, as well as identify the most direct contact
method in the event of an emergency.
3.1.3 Site map
The EAP should include a detailed site map that identifies and labels relevant structures and
major equipment (e.g., flare, gen set, boiler) at the AD facility, as well as the location of
emergency equipment. It should also clearly identify the locations of biogas supply shutoff
valves and the primary electrical disconnect and control panel.
3.1.4 State and local health and safety requirements
The EAP should include the federal and state health and safety regulations for the facility, as
well as all OSHA documents, guidelines, and certifications, including confined space entry
training documents. In addition, MSDS for non -farm feedstock and any chemical or biological
additives should be included in the EAP and posted at the facility so that employees can have
quick access to the information.
3.1.5 Equipment vendor manuals
The EAP should include the vendor manuals for all equipment at the AD facility. These materials
should be well organized so that in the case of a mechanical failure, an operator can locate and
reference a specific vendor manual quickly and easily.
3.2 SAFETY AND EMERGENCY EQUIPMENT
The following sections list recommended supplies and equipment an AD facility should have
available for normal daily operation or in the event of an emergency. The list is divided into
supplies and equipment to be maintained on site, so employees can access it within minutes,
and equipment that should be locally available and could be delivered to the site within a few
hours. A logbook of equipment inspections and expiration dates and the equipment manuals
should be located with the safety equipment.
3.2.1 Anaerobic digester facility (onsite)
• Personal protective equipment
o Gloves
o Safety glasses
15

Safety Practices for On -Farm Anaerobic Digestion Systems
o Hearing protection
o SCBA (provided employees are properly trained and fitted for using the
equipment).
• First aid kit
• Fire extinguishers (ABC)
• Explosion -proof instruments (e.g., flashlight, ventilation blower, hand tools)
• Rigging equipment for rescue of a person
o Hoist, winch, or pulley
o Safety harness
• Multi -gas detector with extension hose
• Ring buoy
• Shovel
3.2.2 Locally (able to be onsite within a few hours)
• Excavation equipment (e.g., bull dozer, backhoe, excavator)
• SCBA and trained individual
3.2.3 Baseline environmental conditions
During startup and for the first 6 to 12 months of use, operators should collect operational
parameters and air quality measurements around the AD facility on a weekly basis to establish
baseline/normal operating conditions. Basic operational parameters should include pressure
and temperature readings on pipelines where gauges are installed. Using a handheld multi -gas
meter, employees should check the air quality inside all structures or rooms, along with the
conditions in below -grade pump chambers, near the base of digester tanks, and along biogas
pipelines. At a minimum, the concentration levels of hydrogen sulfide, carbon monoxide, and
methane should be measured and recorded. By establishing baseline operating conditions, the
AD operator has a point of reference for troubleshooting operational problems and
determining when hazardous conditions are developing or already exist.
16

Safety Practices for On -Farm Anaerobic Digestion Systems
3.3 ELECTRICAL
The following section provides common practices to help maintain safety by reducing the
potential for electrical hazards that may occur at an AD facility.
3.3.1 Daily inspections
The AD facility should instruct operators to perform
daily inspections of the electrical system. This
inspection should include, but not be limited to, the
following:
• Conduit connections to panels
• Panel cover integrity
• Conduit integrity
• Exposed and damaged wires
• Corrosion of wires
• Signs of electrical overheating
If there is any sign of the aforementioned problems,
operators should contact the site manager or a
licensed electrician to resolve the issue. Figure 18
shows a corroded electrical control panel that an
Figure 18: Corrosion on an electrical
control panel
operator should identify for repair during daily inspections. The operator should not attempt to
fix the problem unless he or she is the appointed licensed electrician for the facility.
3.3.2 Switches, controllers, fuses, and breaker panels
Electrical panels should not be obstructed by any object that would impede the accessibility of
the panel itself. For example, temporarily placing a 55-gallon drum below a circuit breaker or
installing a pump below a control panel would impede accessibility. Moreover, electrical panels
should always be visible so that emergency responders can locate them easily. This becomes
imperative when an electrician unfamiliar with the facility needs to turn off the power quickly
in an emergency situation.
All electrical panels should be well labeled and include an accurate, up-to-date copy of the
wiring diagram (Wallenwine, 2011). Additional copies of the wiring diagram should be
maintained off site and digitally in the event that a copy is lost, damaged, or destroyed. The
facility should check the local electrical code to determine the clearance required around the
electrical panel.
17

Safety Practices for On -Farm Anaerobic Digestion Systems
3.3.3 Roles of operators
An operator inspects and observes any defective electrical problems but does not perform any
electrical maintenance. A licensed electrical engineer appointed by the AD facility is responsible
for maintenance and repair of electrical problems.
3.3.4 Visitors on site
Unattended facilities associated with the AD system should be locked to limit risk to individuals
unfamiliar with the surroundings and to ensure that the system continues to operate efficiently.
Employees familiar with the AD system should escort visitors at all times. Visitors to an AD
facility are not to operate any switches, controllers, or other electrical functions, including light
switches.
3.4 PERSONAL PROTECTIVE EQUIPMENT
Personnel at an AD facility should be provided with proper -fitting personal protective
equipment (PPE). The employer is responsible for communicating and educating the employees
on the proper use of PPE (OSHA, 20076). At a minimum, OSHA recommends protective gloves,
splash -proof goggles, hearing protection, and steel toe shoes for employees associated with the
digester system. For visitors to the facility, safety glasses and hearing protection should be
available and worn while on site.
3.5 ACCIDENT PREVENTION SIGNS AND TAGS
Accident prevention signs and tags should be visible at all times when work is being performed
where a hazard may be present and should be removed or covered promptly when the hazards
no longer exist. Also, caution signs should be designed to be understood by non-English
speakers. The EAP should include resources documenting where proper signs or tags can be
obtained for potential facility hazards. A variety of OSHA -approved accident prevention signs
are shown in Figure 19.
Figure 19: OSHA accident prevention signs
mm
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18

Safety Practices for On -Farm Anaerobic Digestion Systems
3.6 PERSONNEL TRAINING REQUIREMENTS
Annually, the facility should review the EAP with all employees associated with the AD system
and new hires should go through safety and system operation training before being permitted
to work at the AD facility. In addition, owners of systems should be aware of OSHA
requirements and comply with employee training requirements.
4.0 CONCLUSION
Anaerobic digestion provides a real opportunity to address farm -related environmental
concerns, generate renewable energy, and diversify farm products. It is important to realize,
however, that AD systems pose unique challenges and safety risks not experienced on typical
farms. These risks can be mitigated by practical measures, including educating employees about
the risks associated with the system, implementing strict safety procedures, and having a
detailed and up to date EAP that employees are familiar with. Ensuring a safe environment
around the AD facility will protect employees and visitors while enhancing the overall
performance of the digester.
19

Safety Practices for On -Farm Anaerobic Digestion Systems
5.0 REFERENCES
American Petroleum Institute (API). 2008. "Fall Protection for Above Ground Storage
Tanks".
http://www.api.org/ehs/health/safetank/Ioader.cfm?urI=/commonspot/security/getfile.cf
m&amp;Pagel D=31330. Date accessed: May 19, 2011.
2. Brown, Nellie. 2007. Conducting a Safety Walk-through on a Farm: Hazards of the Manure
Handling System, Anaerobic Digester, and Biogas Handling System (A Self -Assessment
Guideline for Farmers). Cornell University. Manuals and Users Guides. Paper 13.
http://digitalcommons.ilr.cornell.edu/cgi/viewcontent.cgi?article=1012&context=manuals
. Date accessed: May 10th, 2011.
3. Center for Disease Control and Prevention. 1995. "Documentation for Immediately
Dangerous To Life or Health Concentrations (IDLHs), Chemical Listing and Documentation
of Revised IDLH Values." http://www.cdc.gov/niosh/idIh/intrid14.htm1. Date accessed:
May 16, 2011.
4. Fenton, Mike. Email correspondence. Michigan Caterpillar Power Systems. May 18, 2011.
5. Gould, C. and M. Crook. 2010. "Michigan On -farm Anaerobic Digester Operator
Handbook." Michigan State University Extension. Pages 75-77.
6. Lawrence Berkeley National Laboratory. 2008. "Chemical Toxicology Overview."
http://www.lbl.gov/ehs/chsp/html/toxicology.shtml. Date accessed: May 16, 2011.
7. Linde Gas LLC. "Methane, Compressed Material Safety Data Sheet." Date accessed: May
12, 2011. http://www.orcbs.msu.edu/msds/linde_msds/pdf/040.pdf
8. Michigan Department of Energy, Labor and Economic Growth (MEDLEG). 2010. MIOSHA
Inspection #308878636: General Industry Safety and Health Division Yankee Springs Dairy
Inc. (Double Fatalities 7/12/10).
9. Michigan State University Extension. Emergency Action Planning for Michigan For -Hire
Manure Applicators.
10. National Electric Code (NEC). 2005. National Electric Code Handbook.
11. National Fire Protection Association (NFPA). 2009. Fire Safety Analysis Manual for LP -Gas
Storage Facilities. Based on the 2008 Edition of NFPA 58 Liquefied Petroleum Gas Code
12. Occupational Safety and Health Administration (OSHA). 2008A. "Fall Protection."
http://www.osha.gov/SLTC/fallprotection/index.html.
13. Occupational Safety and Health Administration (OSHA). 2008B. "Occupational Noise
Exposure." Standard 1910.95.
http://www.osha.gov/pIs/oshaweb/owadisp.show_document?p_table=STANDARDS&p_id
=9735.
20

Safety Practices for On -Farm Anaerobic Digestion Systems
14. Occupational Safety and Health Administration (OSHA). 2008C. "Respiratory Protection".
Standard 1910.134.
http://www.osha.gov/pIs/oshaweb/owadisp.show document?p table=STANDARDS&p id
=12716.
15. Occupational Safety and Health Administration (OSHA). 2007A. "Control of Hazardous
Energy." Standard 1910.147.
http://www.osha.gov/SLTC/controlhazardousenergy/index.html.
16. Occupational Safety and Health Administration (OSHA). 2007B. "Personal Protective
Equipment." Standard 1910.132.
http://www.osha.gov/pIs/oshaweb/owadisp.show document?p table=STANDARDS&p id
=9777.
17. Occupational Safety and Health Administration (OSHA). 2002. "Accident Prevention Signs
and Tags." Standard 1926.200.
http://www.osha.gov/pls/oshaweb/owadisp.show_document?p_id=10681&p_table=STA
N DARDS.
18. Occupational Safety and Health Administration (OSHA). 1998. "Permit -Required Confined
Spaces." Standard 1910.146.
http://www.osha.gov/pIs/oshaweb/owadisp.show document?p table=STANDARDS&p id
=9797.
19. Wallenwine, Steve. Personal correspondence. Consumers Energy. May 20, 2011.
21

AwUriStates
'�► Enwiroronntiantal Protection
0 E F: Agency
Office of Air and Radiation, Mail Cade 6207J
www.epa.gov
EPA-xxx-x-xx-xxx
December 2011

STATE OF NORTH CAROLINA FIRM PANEL LOCATOR DIAGRAM
DATUM INFORMATION
The projection used in the preparation of this map was the North Carolina
State Plane (FIPSZONE 3200)• The horizontal datum was the North American
Datum of 1983, GRS80 ellipsoid. Differences in datum, ellipsoid, projection, or
Universal Transverse Mercator zones used in the production of FIRMS for adjacent
jurisdictions may result in slight positional differences in map features across
jurisdictional boundarios. These difforoncos do not affoct the accuracy of this
FIRM. All coordinates on this map are in U.S. Survey Feet. where
1 J.S. Survey Foot - 1200/3937 Meters.
Flood elevations on this map are referenced to the North American Vertical
Datum of 1988 (NAVD 88)- These flood elevations must be compared to structure
and ground elevations referenced to the same vertical datum. An average
offset be'ween NAVD 88 and the National Geodetic Vertical Datum of 1929
(NGVD 29) has been computed for each North Carolina county. This offset was
then applied to the NGVD 29 flood elevations tha' were not revised during the
creation of this statewide format FIRM. The offsets for each county shown on
this FIRM panel are shown in the vertical datum offset table below. Where a
county boundary and a flooding source with unrevised NGVD 29 flood elevations
are coincident, an individual offset has been calculated and applied during the
creation of this statewide formal FIRM. See Section 6.1 of the accompanying
Flood Insurance Study report to obtain further information on the conversion
of elevations between NAVD 88 and NGVD 29. To obtain current elevation,
description, and/or location information for bench marks shown on this map,
please contact the North Carolina Geodetic Survey at the address shown below.
You may also contact the Information Services Branch of the National Geodetic
Survey at [phone], or visit its website at wvw.ngs.noaa_gov.
North Carolina Geodetic Survey County Average Vertical Datum Offset Table
121 West Jones Street County vertical Datum Offset (ft)
Raleigh, NC 27601 Uuplin - 0.94
[phone]
'ArNw- 2_g2.Statd.n(k.0
a':11,Ic: NAVD 88 - NGVD 29 f 1-0.941
All streams listed in tho Flood Hazard Data Table bolo%v woro studied by
detailed methods using field survey. Other flood hazard data shown on this
map may have been derived using either a coastal analysis or limited detailed
riverine analysis. More information on the flooding sources studied by these
analyses is contained in the Flood Insurance Study report.
-J
FUN.' T=CtINICJL�dFiNEK f�e�
.1 \ D
This digital Flood Insurance Rate Map (FIRM) was produced through a unique
cooperative partnership between the State of North Carolina and the Fedora
Emergency Management Agency (FEMA). The State of North Carolina ha::
implemented a long term approach of floodplain management to decrease
the costs associated with flooding. This is demonstrated by the State's corn-
mi co nt to map floodplain areas at the local level. As it Par' f this effort, rt. the
State of North Carolina has joined in a Cooperating Technical State agreement
with FEMA to produce and maintain this digital FIRM.
www.ncfloodmaps.com
2 300 000 FEET
226 ,
420 000 FEET F—_
38M coo "A t
ram!' r
J �
JJ �`
.41rtr:rl•:�� ('-re.<: '
1
ZONE X ,JJ
1
11
34.52' 00-
3P.82 +' t
1
1 t
ZONE X
I
I
j
� "� � Yam' •,'�. ".
sa•_i' Co
•T
38f)0 ow
400 D00 FEET - n 1
7T•59. DO-
2
:7'
\J J r
T ZONE AE
till �}1
. 'z:r;,-, •tip:. l \�- � � \
- - 119 1: r
r 1; _ `--� toe
1�• -'Awldr*
JOINS PANEL 3409
77.58'00-
ZONE X
- Ae
Sf i
f! r
1J /�
r-J
.1 1
-C�
ZONE AE
o:J
T7.57- 00„
2 315 C00 F CET
14,
r
,• 'Of i
S� L
�k8 ZONE
r. � 0,Sdor.
LEGEND
2 320 000 FEET
ZONE X 77.56' 00-
232 006M
SPECIAL FLOOD HAZARD AREAS (SFIJA_S) SUBJECT TO
! ' ri' ZONE X '120 (W ILLi
INLJNI)AlI N BY IHE 1 % ANNUAL CHAN(:h FI-(7(71)
\..
/
The 7 % annual chance flood (100-year flood), also known as the base flood, is the flood
Owl. has a I% chance of brio • equaled or exceeded in any liven year. The Special
Flood Hazard Area is flooding by 1% chance flood. Areas
the area su to the annual
of Spacial Flood Hazard include Zones A, AE, N I, AO, AR, A99, V, and VE. The Bknr
Flood Flevation is the water surface alevatinn of the 1% annual dance flood.
ZONE A No Banc Flood Elevations determined.
r .1
ZONE AE Base Flood Elevations determined.
�..
70NE AH Flood depths of 1 to i feet (usually areas of ponding); Base Flood
Elevaticim determined.
ray
70NF AO Flood depths of 1 to 3 feet (usually sheet flow on sloping terrain);
averagge depths determined. For areas of alluvial fan flooding, velocities
also ciptermined.
ZONE AR Special Flood Hazard Area formerly protected from tive 1% annual
chance flood by a flood control system that was subseciuently
jJ
decertified, Zone AR Indicates that the former flood control system Is
being restored to provide protection from the 1% annual chance or
ZONE X
greater flcxxi.
ZONE A99 Area to be protected from 1 % annual chance flood by a Federal
flood protection system under construction; no Base Flood Elevations
<
determined.
ZONE VE Coastal flood zone with velocity hazed (wave action); Base Flood Elevation
determined.
® FLOODWAY AREAS IN ZONE AE
The floodway is the channel of a stream plus any adiaoent floodplain areas that must be
kept free of encrwchment so that the 1 % annual chance flood can be carried without
substantial incraascs in flood heights.
. OTHER FLOOD AREAS
ZONEX Arras of 0.2% annual chance flood; areas of 1% annual cl-once flood
with average depths of less than 1 foot or with drainage areas less than
mile; and areas protected by levees from 1 % annual chance.
Flare
415 000 FEET
OTIILR AKI:AS
ZONE X :Xrcas determined to be outside the 0.2 % annual chance floodptain.
ZONE D Areas in which flood hazards are undetermined, but possible.
34053' 00"
® COASTAL BARRIER RESOURCES SYSTEM (CM) AREAS
3804 o0o u
\� \ OTHERWISL PROTECTED AREAS (OPAs)
CBRS arans and OPAs are normally booted vAhin or adineent to Spacial Float Hazard Arnz-
1% annual dance floodplain boundary
0.2% annual chance foodplaln boundary
— — — — Floodway boundary
- - Zone D Boundary
•••••••••••••••••••• CBRS and OPA boundary
Boundary dividing Special Flood I lzard Area Zoines and
�— boundary dividing Spacial Flood Hazard Areas of different
Base Flood Elevations, flood depths or flood velocities.
yJ3 Bat Flood Elevation line and value; elevation in (Let*
,•;'-
(EL 987) Base Flood Elevation value where uniform within zone;
elevation in feet*
*Referenced to the North American Vertical Datum of 19aA
•� Cross seWo n line
23 - - - - - - 23 Tramecd line
y�
97.OT' 30'. Geographic cxwrdinates referenced to the. North American
32'22'30"
Datum of 1983 (NA0 83)
' CD
cli r• �
4278=1V 20DD-meter Universal 'Transverse Mercator grid ticks, zone 18
J
5(l0U-(oot grid values: North Carolina State Plane coordina:l•
t 477 500 FEET Plane NAD feet)
system (TIPSZ0NE 3M), Slate 63
Zw
y r"" r `"�: a
n
'
BM5510 North CarOHna Geodetic Survey bench mark (see explanation
x in the Dalum Inkumatiun section of this FIRM lmnel).
aw
RM5510 Natksnal C.rcxietic Survey bench mark (see explanation in
_Z
{�„_ p
0 the Datum Information section of this FIRM FIRM panel.
e M1.5 River Mile
GRID NORTH
'.c lAAP SCALE 1" = 1000 ' (1 12,000)
- l 50F01.4
OD U I00:: 200::
r u 1` r >` FEET
h1ETERS
900 a J00 60::
34'51'00"
3M OLIO M
Sias 400 0D0 FEET
2 300 000 FEET 776 " "
2 305 000 FFFT 1778 0�, •a
73D Le) I+
2 320 000 FEET
78'00'00•
77.59,00- 77.58'00" 7115 ' :1:1,
JOINS PANEL 3308
NOTES TO
USERS
Tnis map is -or use in admir'sterirg the National Flood Insurance Program. It does not
Certain areas not in Special Flood Hazard Areas may be protecteo by flood control
This map reflects more eetailed and up-to-date stream channel configurations :^.an
MAP REPOSITORY
necessarily identify all areas subject to flooding, oarticularly from local drainage sources
structures. Refer to Section 4.4 "Flood Protection Measures" of the Flood Insuranc�
those shown on the previous FIRM for this jurisdiction. The r1oodplains and floodways
Refer to rating of Map Repositories on Map Index or visit wv►w.ncfloodmsps.carr
of small size. The community map repository should be consulted for possible
Study report for information on flood control structures in this jurisdiction.
that were transferred from the previous FIRM may have been adjusted to conform to
updated or additional flood hazard information
these new stream channel configurations. As a result, the Flood Profiles and Floodway
To obtain more detailed information in areas where Bas• Flood Elevations (BFEs)
Base map information and geospatial data used to develop this FIRM were obtained from
Data tables In the Flood Insurance Study report (which contains authoritative hydraulic
EFFECTIVE DATE OF FLOOD INSURANCE RATE MAP PANEL
and/or floodways have been determined, users are encouraged to consult the Flood
various organizations, including the participating local communityfies), state and federal
datal may reflect stream channel distances that differ from what is shown on this map,
FEBRUARY 16, 2006
Floodway Data, Limited Detailed Flood Hazard Data, and/or Summary Stillwater
agencies, and/or other sources. The primary basis for this FIRM is aerial imagery acquired by
ElevProfiles,
c
tables contained within the Flood Insurance Study (FIS) report that accompanies
Dup'm County. The time period of collection for the imagery is 1999. Information and
Please refer to the separately printed Map Index for an overview map of the county
EFFECTIVE DATE(S►OF REVISION(S)TO THIS PANEL
this F+ons
this FIRM. Users should be aware that BFEs shown the FIRM represent rounded
geospatialdata supplied by the local community(iss) that met FEMA base map specifications
showing the layout of map panels, community map repository addresses. and a Listing of
are intended for flood insurance rating purposes
whole -foot elevations. These flood
were considered the preferred source for development of the base map. See geospatial
Communities table containing National Flood Insurance Program dates for each community
the
only and should not be used as the sole source of flood elevation information. Accordingly,
metadata for the associated digital FIRM for additional information about base crap
as well as a listing of the panels on which each community is located.
flood elevation data presented in the FIS report should. be utilized in conjunction with
preparation
If you have questions about this map, or questions concerning the National Flood
the FIRM for purposes or construction and/or floodplain management.
Base map features shown on this map, such as corporate limits, are based on the
Insurance Program in general, please call 1-877-FEMA RAP (1-877-336-2627)or visit the
Boundaries of regulatory floodways shown on the FIRM for flooding sources studied
most up-to-date data available at the time of publication Changes in the corporate
FEMA website at www.fema.gov.
For community map revision history prior to statewide mapping, refer to the Community Map
by detailed methods were computed at cross sections and interpolated between cross
limits may have occurred since this map was published. Map users snould
History table located in the Flood Insurance Study report for this jurisdiction.
sections. The floodways were based on hYdr .c consxerali0ns withre9ard to requirements
consult the appropriate community official or websi e to verifV current ntconditions ns of
Anaccompanying Flood Insurance Study report, of Map Revision ( er
LOMR1 or Letter
of the National Flood Insurance Program. Floodway widths and other pertinent Floodway
jurisdictional boundaries and base map features. This map may contain roads that were
of Map Amendment (LOMAI rev!sing portions of this panel, and digital versions of this
To d0t—rmire if flood insurance. is available in this community, contact )•naur insurance agent, the
data for flooding sources studied by detailed methods as well as non -encroachment width$
not considered in the hydraulic analysis of streams where no new hydraulic model was
FIRM maybe available. Visit the North Carolina Fioodplain flapping Program website
North Carl lira Division of Emergency Management or the National Flood Insurance Program at the
for flooding sources studied by limited detailed methods are provided in the FIS report
created during the production of this stalevAde format FIRM.
at www.ncfloodmaps.com, or contact Lhc FEMA Map Service Center at 1-804-358-9616
folluwing phurrc numbers or Hrri»ites:
for this jurisdiction. The FIS report also provides instructions for determining a Floodway
for information on all rCdBtod products associated %nth ;his FIRM. Tho FEMA Map Service
NC Division of Emergency Management National Flood Insurance Program
using non -encroachment widths for flooding sources studied by limited detailed methods.
Center may also be reached by Fax at 14800-358-9620 and its website at www_msc.fema.Q0v.
[phone] www.nccrimecorool.org/nri 1 800 638 6620 www.fcma.Rawitfip
PANEL 3400J
FIRM
FLOOD INSURANCE RATE MAP
NORTH CAROLINA
PANEL 3400
[SEE LOCATOR D AC414M OR MAP INDEX FOR FiRM
PANEL LAY04JT1
ODWAffi&
MMMUMN CID No. PANEL SUFFIX
OUPJN 00(,+M 37010183 34DD J
Noce to User The pp Heber sown below s��iA be used
wAen placing rage older!: the COMYrilly Number 04wr
sb&#* &-old be used or i%ursnca nPNleaIr.r% , '•In vjbi6C:
canmum y.
EFFECTIVE DATE MAP NUMBER
FEBRUARY 16, 2006 3720340000J
fl�
7t-
State -
t
of North Carolina
Federal Emergency Management Agency

Nutrient Management Plan For Animal Waste Utilization
This plan has been prepared for:
E&B Farms Inc. 1-3 (31-122)
Sieve English
PO Box 67
Teachey, NC 28464
[phone]
08-15-2024
This plan has been developed by:
Ronnie G. Kennedy Jr.
Agrimeni Services, Inc.
PO Box 1096
Beulaville, NC 18
252-56 648
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
-,�kqk �� V16- a
Signature (owner) Date
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water ConswaJion Commission.
Plan Approved By:
�s12-
Date
374293 Database Version 4.1 Date Printed: 08-15-2024 Cover Page I

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S7
Swine Feeder -Finish Lagoon Liquid waste generated 10,211,830 gals/year by a 11,016
animal Swine Finishing Lagoon Liquid operation. This production facility has waste
storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
18407
Incorporated
22088
Injected
22088
Irrigated
18407
Max. Avail.
PAN (lbs)*
Actual PAN
Applied (Ibs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
18,407
26760
-8,353
14,846,083
-4,634,253
Year 2
18,407
27145
-8,738
15,059,286
-4,847,456
Year 3
1 18,407
28027
-9,620
15,548,822
-5,336,992
Note: In source ID, S means standard source, U means user defined source.
* Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
374293 Database Version 4.1 Date Printed: 08-15-2024 Source Page 1 of I

Narrative
8/ 15/2024
This plan uses rates and narrative notes (see below) form historical plan dated 7/12/2001. This plan
removes T-2900 F4 for placement of digester. It also removes extra tanker field T-2904 F 1.
7/12/2001 - (Historical Waste Utilization Plan completed by Kraig A. Westerbeek)
Acres shown for fields 1-9 are 'wetted' acres. Grower will use the highter rate for small grain overseed
which requires that the application windows be followed as outlined. Bermuda should be alternantly
grazed and cut for hay, with 1/2 of the forage production removed by hay, or, on average 2.1 tons of hay
per acre removed in excess of cattle removal. Fields listed for tanker application may use either corn,
wheat, or soybeans as a crop with all applications being made within 30 days of planting. These fields
should be used to insure no overapplication on the primary sprayfields, if such a problem arises. Murphy
Farms has two tankers available if needed for hauling waste, as well as Smith Brothers spreading in
Beulaville.
ADDITIONAL FIELDS TO BE APPLIED TO BY TANKER IF NECESSARY
*all applications to be made on fields requiring tanker would be pre -plant to soybeans, corn, or wheat at
rate of 50lbs. PAN per acre
**applications to fields with tanker are 100% effective in coverage.
***on fields listed for tanker, a 75' setback from property lines, 75' setback from perinial waters, 200'
setback from residences not owned by the producer, and a 100' setback from wells must be adhered to by
tanker operator.
374293 Database Version 4.1 Date Printed: 08-15-2024 Narrative Page I of

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown,
where available.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
2900
1
3.04
3.04
NIA
Leon
Small Grain Overseed
1.0'1'ons
Hybrid Bermudagrass Pasture
3.0'rons
2900
2
31.56
31.56
N/A
Leon
Small Grain Overseed
1.0'1'ons
Hybrid Bermudagrass Pasture
3.0 Tons
2900
3
13.95
13.95
NIA
Leon
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
3.0 Tons
2900
5
7.99
7.99
N/A
Leon
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
3.0 Tons
2900
6
12.74
12.74
N/A
Leon
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
3.0 Tons
2900
7
2.06
2.06
NIA
Leon
Small Grain Overseed
1.0'rons
Hybrid Bermudagrass Pasture
3.0 Tons
2900
8
2.27
2.27
N/A
Leon
Small Grain Overseed
1.0 Tons
I lybrid Bermudagrass Pasture
3.0 Tons
2900
9
1.95
1.95
N/A
Leon
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
3.0 Tons
2900
Sub 1
1.001
1.00
N/A
Leon
Small Grain Overseed
1.0 Tons
I lybrid Bermudagrass Pasture
3.0 Tons
2900
Sub 2
2.50
2.50
N/A
Leon
Small Grain Ovcrsecd
1.0 Tons
Hybrid Bermudagrass Pasture
3.0 Tons
2900
Sub 3
2.001
2.00
N/A
Leon
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
3.0 Tons
2900
Sub 5
3.00
3.00
N/A
Leon
Small Grain Ovcrsecd
1.0 Tons
Hybrid Bermudagrass Pasture
3.0 Tons
2900
Sub 6
4.501
4.50
NIA
Leon
Small Grain Overseed
1.0 Tons
I lybrid Bermudagrass Pasture
3.0 Tons
2900
Sub 7
1.35
1.35
N/A
Leon
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
3.0 Tons
2900
Sub 8
2.841
2.84
N/A
Leon
Small Grain Ovcrsecd
1.0 Tons
Hybrid Bermudagrass Pasture
3.0 Tons
2900
Sub 9
1.90
1.90
N/A
Leon Ismail
Grain Overseed
1.0 Tans
374293 Database Version 4.1 Date Printed 8/15/2024
PCS Page 1 of 2
NOTE: Symbol * means user entered data.

Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
Hybrid Bermudagrass Pasture
3.0 Tons
2902
2
11.231
11.10
NIA
Autryville
Corn, Grain
85 bu.
Wheat, Grain
45 bu.
Soybeans, Manured, Double Crop
25 bu.
2902
3
12.31
8.30
N/A
Rains
Corn, Grain
125 bu.
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
37 bu.
2905
6
4.96
4.20
N/A
Rains
Corn, Grain
125 bu.
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
37 bu.
3404
3
13.51
12.50
N/A
Noboco
Corn, Grain
115 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
38 bu.
3404
4
2.231
1.70
N/A
INobtico
Corn, Grain
115 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
38 bu.
3404
5
10.79
9.50
N/A
Goldsboro
Corn, Grain
130 bu.
Wheat, Grain
65 bu.
Soybeans, Manured, Double Crop
38 bu.
PLAN TOTALS: 149.68 141.95
LI
Potential Leaching
Technical Guidance
< 2
Low potential to contribute to soluble
None
nutrient leaching below the root zone.
>= 2 &
Moderate potential to contribute to
Nutrient Management (590) should be planned.
<=10
soluble nutrient leaching below the root
Done.
High potential to contribute to soluble
Nutrient Management (590) should be planned. Other conservation practices that improve
nutrient leaching below the root zone.
the soils available water holding capacity and improve nutrient use efficiency should be
> 10
considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations
(328), Long -Term No -Till (778), and edge -of -field practices such as Filter Strips (393) and
Riparian Forest Buffers (391).
374293 Database Version 4.1 Date Printed 8/15/2024
PCS Page 2 of 2
NOTE: Symbol * means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that wil I be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table
Year 1
Tract
Field
Source
ID
Soil Series
'Total
Acres
Use.
Acres
Crop
RYE.
AppliG
Period
Nitrogen
PA
Nutrient
Reqd
(lbs/A)
Comm
Pen.
Nutrient
Applied
(Ibs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
NutrientA
pplied
(lbs/A)
Liquid
ManurO
pplied
(acre)
Solid
Manure
Applied
(aerc)
Liquid
Manure
Applied
(Field)
Solid Mants
Applied
(Field)
N
N
NI
N
1000
gal/A
Tons
1000 gals
tons
2900
1
S7
Leon
3.04
3.04
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
84.33
0.00
2900
I
S7
Leon
3.04
3.04
Ilybrid Bcrmudagrass Pasture
3.0'rons
3/1-9/30
•185
0
0
Irrig,
185
102.63
0.00
312.01
0.00
2900
2
S7
Leon
31.56
31.56
Small Groin Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0,001
875.44
0.00
2900
2
S7
Leon
31.56
31.56
Hybrid Bermudagrass Pasture
3.0 Tons
3/1-9/30
•185
0
0
Irrig.
185
102.63
0.00
3,239.13
0.00
2900
3
S7
Leon
13.95
13.95
Small Grain Ovcrsccd
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
386.96
0.00
2900
3
S7
Leon
13.951
13.95
Hybrid Bcrrnudagrass Pasture
3.0 Tons
3/1-9/30
0185
0
0
Irrig.
185
102.63
0.00
1,431.75
0.00
2900
5
S7
Leon
7.99
7.99
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
0
0.00
0.00
0.00
0.00
2900
5
S7
Leon
7.99
7.99
Hybrid Bermudagrass Pasture
3.0 Tons
3/1-9/30
•185
0
0
Irrig.
185
102.63
0.00
820.05
0.00
2900
6
S7
Leon
12.74
12.74
Small Grain Overseed
1.0 Tons
1011-3/31
50
0
0
Irrig.
50
27.74
0.00
353.39
0.00
2900
6
S7
Leon
12.74
12.74
Hybrid Bermudagrass Pasture
3.0 Tons
3/1-9/30
•185
0
0
Irrig.
185
102.63
0.00
1,307.56
0.00
2900
7
S7
Leon
2.06
2.06
Small Grain Ovcrsced
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
57.14
0.00
2900
7
S7
Leon
2.06
2.06
Hybrid Bermudagrass Pasture
3.0 Tons
3/1-9/30
•185
0
0
brig.
185
102.63
0.00
211.43
0.00
2900
8
S7
Leon
2.27
2.27
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
62.97
0.00
2900
8
S7
Leon
2.27
2.27
Hybrid Bermudagrass Pasture
3.0 Tons
311-9/30
•185
0
0
brig.
185
102.63
0.00
232.98
0.00
2900
9
S7
Leon
1.95
1.95
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
50
27.74
0.00
54.09
0.00
2900
1 9
S7
Lcon
1.95
1.95
Ilybrid Bermudagrass Pasture
3.0 Tons
3/1-9/30
0185
0
0
Irrig.
185
102.63
0.00
200.14
0.00
374293 Database Version 4.1 Date Printed: 8/15/2024 WUT Page I of 7

Waste Utilization Table
V.- 1
Tract
Field
Source
ID I
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm
Fen.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A
Applic.
Method
Manure
PA
Nutricn
pplicd
(lbs/A)
liquid
Manu
pphed
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid Mants
Applied
(Field)
N
N
N
N
1000
gal/A
'Pons
1000 gals
tons
2900
Sub I
S7
Leon
1.00
1.00
Small Grain Oversced
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
27.74
0.00
2900
Sub I
S7
Leon
1.00
1.00
Hybrid Bcrmudagrass Pasture
3.0 Tons
3/1-9/30
*185
0
0
brig.
185
102.63
0.00
102.63
0.00
2900
Sub 2
S7
Leon
2.50
2.50
Small Grain Ovcrsccd
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
69.35
0.00
2900
Sub 2
S7
Leon
2.50
2.50
Hybrid Bcrmudagrass Pasture
3.0 Tons
3/1-9/30
*185
0
0
Irrig.
185
102.63
0.00
256.59
0.00
2900
Sub 3
S7
Icon
2.00
2.00
Small Grain Ovcrsced
1.0 Tons
10/1-3/31
50
0
0
brig.
50
27.74
0.00
55.48
0.00
2900
Sub 3
S7
Leon
2.00
2.00
Hybrid Bermudagrass Pasture
3.0 Tons
3/1-9/30
*185
0
0
brig.
185.
102.63
0.00
205.27
0.00
2900
Sub 5
S7
Leon
3.00
3.00
Small Grain Ovcrsecd
1.0 Tons
10/1-3/31
50
0
0
Irrig.
0
0.00
0.00
0.00
0.00
2900
Sub 5
S7
Leon
3.00
3.00
Hybrid Bcrmudagrass Pasture
3.0 Tons
3/1-9/30
*185
0
0
Irrig.
185
102.63
0.00
307.90
0.00
2900
Sub 6
S7
Leon
4.50
4.50
Small Grain Ovcrsccd
1.0 'Pons
10/1-3/31
50
0
0
brig.
50
27.74
0.00
124.83
0.00
2900
Sub 6
S7
Leon
4.50
4.50
Hybrid Bcrmudagrass Pasture
3.0 Tons
3/1-9/30
*185
0
0
1 Irrig.
185
102.63
0.00
461.851
0.00
2900
Sub 7
S7
Leon
1.35
1.35
Small Grain Ovcrsccd
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
37.45
0.00
2900
Sub 7
S7
Leon
1.35
1.35
Hybrid Bcrmudagrass Pasture
3.0 Tons
3/1-9/30
*185
0
0
Irrig.
185
102.63
0.00
138.56
0.00
2900
Sub 8
S7
Leon
2.84
2.84
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27,74
0.00
78.78
0.00
2900
Sub 8
S7
Leon
2.84
2.84
Hybrid Bermudagrass Pasture
3.0 Tons
3/1-9/30
*185
0
0
Irrig.
185
102.63
0.00
291.48
0.00
2900
Sub 9
S7
Leon
1.90
1.90
Small Grain Ovcrsccd
1.0 Tons
10/1-3/31
50
0
0
Irrig.
0
0.00
0.00
0.00
0.00
2900
Sub 9
S7
Leon
1.90
1.90
Hybrid Berrnudagrass Pasture
3.0 Tons
3/1-9/30
*185
0
0
Irrig.
185
102.63
0.00
195.01
0.00
2902
2
S7
Autryvillc
11.23
11.10
Com, Grain
85 bu.
2/15-6/30
104
0
20
Broad.
84
46.60
0.00
517.28
0.00
2902
3
S7
Rains
12.31
8.30
Corn, Grain
125 bu.
2/15-6/30
135
0
20
Broad.
115
63.80
0.00
529.54
0.00
2905
1 6
S7
Rains
4.96
4.20
Com, Grain
125 bu.
2/15-6/30
135
0
20
Broad.
115
63.80
0.00
267.96
0.00
3404
3
S7
oboco
13.51
12.50
Com, Grain
115 bu.
2/15-6/30
131
0
20
Broad.
111
61.58
0.00
769.76
0.00
3404
4
S7
Noboco
2.23
1.70
Com, Grain
115 bu.
2/15-6/30
131
0
20
Broad.
111
61.59
0.00
104.69
0.00
3404
5
S7
Goldsboro
10.79
9.50
Com, Grain
130 bu.
2/15-6/30
148
0
20
Broad.
128
71.01
0.00
674.61
0.00
374293 Database Version 4.1 Date Printed: 8/15/2024 WUT Page 2 of 7

Waste Utilization Table
Year I
Tract
Field
Source
1D
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic,
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Canm
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
NutricntA
pplied
(lbs/A)
Liquid
ManurcA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid Manur
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
Total Applied,
1000 gallons
14,846.09
Total Produced, 1000 gallons
10,211.83
Balance, 1000 gallons
-4,634.25
Total Applied, tons
0.00
Total Produced, tons
0J0000
Balance, tons
0
Notes: 1. In the tract column, — symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
374293 Database Version 4.1 Date Printed: 8/15/2024 WUT Page 3 of 7

Waste Utilization Table
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE.
Applic.
Period
Nitrogen
PA
Nutrient
Regd
(lbs/A)
Canm
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
NutrientA
pplied
(lbs/A)
Liquid
ManuFU
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid Manus
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
2900
1
S7
1-con
3.04
3.04
Small Grain Ovcrsced
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
84.33
0.00
2900
1
S7
Leon
3.04
3.04
Hybrid Bermudagrass Pasture
3.0 Tons
3/1-9/30
' 185
0
0
brig.
185
102.63
0.00
312.01
0.00
2900
2
S7
Icon
31.56
31.56
Small Grain Ovcrsccd
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
875.44
0.00
2900
2
S7
Leon
31.56
31.56
Hybrid Bcrmudagrass Pasture
3.0 Tons
3/1-9/30
•185
0
0
Irrig.
185
102.63
0.00
3,239.13
0.00
2900
3
S7
Leon
13.95
13.95
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
386.96
0.00
2900
3
S7
Icon
13.95
13.95
Ilybrid Bcrrnudagrass Pasture
3.0 Tons
3/1-9/30
•185
0
0
Irrig.
185
102.63
0.00
1,431.75
0.00
2900
5
S7
Leon
7.99
7.99
Small Grain Oversced
1.0'rons
10/1-3/31
50
0
0
brig.
0
0.00
0.00
0.00
0.00
2900
5
S7
Leon
7.99
7.99
I lybrid Bermudagrass Pasture
3.0 Tons
3/1-9/30
•185
0
0
brig.
185
102.63
0.00
820.05
0,00
2900
6
S7
Leon
12.74
12.74
Small Grain Ovcrsced
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
353.39
0.00
2900
6
S7
Leon
12.74
12.74
Hybrid Bcrmudagrass Pasture
3.0 Tons
3/1-9/30
$185
0
0
Irrig.
185
102.63
0.00
1,307.56
0.00
2900
7
S7
l con
2.06
2.06
Small Grain Ovcrsecd
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
57.14
0.00
2900
7
S7
Leon
2.06
2.06
Ilybrid Bermudagrass Pasture
3.0'rons
3/1-9/30
0185
0
0
brig.
185
102.63
0.00
211.43
0.00
2900
8
S7
Leon
2.27
2.27
Small Grain Oversccd
1.0 Tons
10/1-3/31
50
0
0
brig.
50
27.74
0.00
62.97
0.00
2900
8
S7
Icon
2.27
2.27
Hybrid Bermudagrass Pasture
3.0 Tons
3/1-9/30
' 185
0
0
Irrig.
185
102.63
0.001
232.98
0.00
2900
9
S7
Leon
1.95
1.95
Small Grain Oversccd
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
54.09
0.00
2900
9
S7
Leon
1.95
1.95
Hybrid Bcrmudagrass Pasture
3.0 Tons
3/1-9/30
' 185
0
0
Irrig.
185
102.63
0.00
200.14
0.00
2900
Sub I
S7
Leon
1.00
1.00
Small Grain Oversccd
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
27.74
0.00
2900
Sub I
S7
Leon
1.00
1.00
Hybrid Bermudagms Pasture
3.0 Tons
3/1-9/30
0185
0
0
Irrig.
185
102.63
0.00
102.63
0.00
2900
Sub 2
S7
Leon
2.50
2.50
Small Grain Oversccd
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
69.35
0.00
2900
Sub 2
S7
Leon
2.50
2.50
Ilybrid Bermudagracs Pasture
3.0 Tons
3/1-9/30
•185
0
0
Irrig.
185
102.63
0.00
256.59
0.00
2900
Sub 3
S7
Leon
2.00
2.00
Small Grain Oversced
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
55.48
0.00
2900
Sub 3
S7
Leon
2.00
2.00
I lybrid Bcrmudagrass Pasture
3.0 Tons
3/1-9/30
' 185
0
0
brig.
195
102.63
0.00
205.27
0.00
374293 Database Version 4.1 Date Printed: 8/15/2024 WUT Page 4 of 7

Waste Utilization Table
Year 2
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Road
(Ibs/A)
Comm
Fen.
Nutrient
Applied
(Ibs/A)
Res,
(Ibs/A)
Applic.
Method
Manure
PA
NutrientA
pp6cd
(Ibs/A)
Liquid
ManurcA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
SolidManut
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
2900
Sub 5
S7
Leon
3.00
3.00
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
0
0.00
0.00
0.00
0.00
2900
Sub 5
S7
Leon
3.00
3.00
Hybrid Bermudagrass Pasture
3.0 Tons
3/1-9/30
0185
0
0
brig.
185
102.63
0.00
307.90
0.00
2900
Sub 6
S7
t.con
4.50
4.50
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
50
27.74
0.00
124.93
0.00
2900
Sub 6
S7
Lcon
4.50
4.50
Hybrid Bermudagrass Pasture
3.0 Tons
3/1-9/30
* 185
0
0
Irrig.
185
102.63
0.00
461.95
0.00
2900
Sub 7
S7
Leon
1.35
1.35
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
37.45
0.00
2900
Sub 7
S7
Leon
1.35
1.35
Hybrid Bermudagrass Pasture
3.0 Tons
3/1-9/30
*185
0
0
Irrig.
185
102.63
0.00
138.56
0.00
2900
Sub 8
S7
Leon
2.84
2.84
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
50
27.74
0.00
78.78
0.00
2900
Sub 8
S7
Leon
2.94
2.94
Hybrid Bermudagrass Pasture
3.0 Tons
3/1-9/30
0185
0
0
Irrig.
185
102.63
0.00
291.48
0.00
2900
Sub 9
S7
Leon
1.90
1.90
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
0
0.00
0.00
0.00
0.00
2900
Sub 9
S7
Leon
1.90
1.90
Hybrid Bermudagrass Pasture
3.0 Tons
3/1-9/30
* 185
0
0
brig.
185
102.63
0.00
195.01
0.00
2902
2
S7
Autryvillc
11.23
11.10
Wheat, Grain
45 bu.
9/14/30
104
0
0
Broad.
104
57.70
0.00
640.44
0.00
2902
3
S7
Rains
12.31
8.30
Wheat, Grain
55 bu.
9/14/30
106
0
0
Broad.
106
58.81
0.00
488.10
0.00
2905
6
S7
Rains
4.96
4.20
Wheat, Grain
55 bu.
9/14/30
106
0
0
Broad.
106
58.81
0.00
246.99
0.00
3404
3
S7
Noboco
13.51
12.50
Wheat, Grain
60 bu.
9/1-4/30
125
0
0
Broad.
125
69.35
0.00
866.84
0.00
3404
4
S7
Noboco
2.23
1.70
Wheat, Grain
60 bu.
9/1-4/30
125
0
0
Broad,
125
69.35
0.00
117.89
0.00
3404
5
S7
oldsboro
10.79
9.50
Wheat, Grain
65 bu.
9/1-4/30
136
0
0
Broad.
136
75.45
0.00
716.78
0.00
Total Applied,
1000 gallons
15,059.29
.
Total Produced, 1000 gallons
10,211.83
Balance, 1000 gallons
-4.847.46
f
Total Applied, tons
..
0.00
Total Produced, tons
,
0.00
Balance, tons..
0.00
Notes: 1. In the tract column, -- symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
374293 Database Version 4.1 Date Printed: 8/15/2024 WUT Page 5 of 7

Waste Utilization Table
Vnnr'i
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Regd
(Ibs/A)
Comm
Fert.
Nutrient
Applied
(lbs/A)
Res.
(Ibs/A)
Applic.
Method
Manure
PA
NutrientA
pplied
Obs/A)
Liquid
ManumA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
SolidMants
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
2900
1
S7
Leon
3.04
3.04
Small Grain Oversced
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
84.33
0.00
2900
1
S7
Lcon
3.04
3.04
Hybrid Bermudagrass Pasture
3.0 Tons
3/1-9/30
•185
0
0
Irrig.
185
102.63
0.00
312.01
0.00
2900
2
S7
Leon
31.56
31.56
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Ircig.
50
27.74
0.00
875.44
0.00
2900
2
S7
Icon
31.561
31.56
Hybrid Bermudagrass Pasture
3.0 Tons
3/1-9/30
'185
0
0
Irrig.
185
102,63
0.00
3,239.13
0.00
2900
3
S7
Leon
13.95
13.95
Small Grain Ovcrsccd
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
386.96
0.00
2900
3
S7
Leon
13.95
13.95
1lybrid Bcrmudagrass Pasture
3.0 Tons
3/1-9/30
•185
0
0
Ircig.
195
102.63
0.00
1.431.75
0.00
2900
5
S7
Leon
7.99
7.99
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
0
0.00
0.00
0.00
0.00
2900
5
S7
Leon
7.99
7.99
Hybrid Bermudagrass; Pasture
3.0 Tons
3/1-9/30
*185
0
0
Ircig.
185
102.63
0.00
920.05
0.00
2900
6
S7
Icon
12.74
12.74
Small Grain Ovcrsccd
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
353.39
0.00
2900
6
S7
Leon
12.74
12.74
Hybrid Bermudagrass Pasture
3.0 Tons
3/1-9/30
•185
0
0
Irrig.
185
102.63
0.00
1,307.56
0.00
2900
7
S7
Leon
2.06
2.06
Small Grain Ovcrsecd
1.0 Tons
10/1-3/31
50
0
0
Ircig.
50
27.74
0.00
57.14
0.00
2900
7
S7
Leon
2.06
2.06
Hybrid Bermudagrass Pasture
3.0 Tons
3/1-9/30
•185
0
0
Irrig.
195
102.63
0.00
211.43
0.00
2900
8
S7
Leon
2.27
2.27
Small Grain Ovcrseed
1.0 Tons
10/1-3/31
50
0
0
Ircig.
50
27.74
0.00
62.97
0.00
2900
8
S7
Leon
2.27
2.27
1lybrid Bermudagrass Pasture
3.0 Tons
3/1-9/30
0185
0
0
Irrig.
185
102.63
0.00
232.98
0.00
2900
9
S7
Leon
1.95
1.95
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
54.09
0.00
2900
9
S7
Leon
1.95
1.95
Hybrid Bermudagrass Pasture
3.0 Tons
3/1-9/30
0185
0
0
Ircig.
185
102.63
0.00
200.14
0.00
2900
Sub 1
S7
Lcon
1.00
1.00
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
27.74
0.00
2900
Sub I
S7
Lcon
1.00
1.00
Hybrid Bcrmudagrass Pasture
3.0 Tons
3/1-9/30
0185
0
0
Irrig.
185
102.63
0.00
102.63
0.00
2900
Sub 2
S7
Lcon
2.501
2.50
Small Grain Overseed
1.0'Tons
10/1-3/31
50
0
0
Ircig.
50
27.74
0.00
69.35
0.00
2900
Sub 2
S7
Leon
2.50
2.50
Hybrid Bermudagrass Pasture
3.0 Tons
3/1-9/30
0185
0
0
Irrig.
185
102.63
0.00
256.59
0.00
2900
Sub 3
S7
Leon
2.00
2.00
Small Grain Overseed
1.0'I'ons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
55.48
0.00
2900
Sub 3
S7
Leon
2.00
2.00
Hybrid Bermudagrass Pasture
3.0 Tons
3/1-9/30
•185
0
0
Irrig.
195
102.63
0.00
205.27
0.00
374293 Database Version 4.1 Date Printed: 8/15/2024 WUT Page 6 of 7

Waste Utilization Table
Ve-ar 2
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm
Fen.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applia
Method
Manure
PA
NutrientA
pp6od
(lbs/A)
Liquid
ManurcA
pphod
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid Manur
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
2900
1 Sub 5
S7
Lcon
3.00
3.00
Small Grain Ovcrsccd
1.0 Tons
10/1-3/31
50
0
0
Irrig.
0
0.00
0.00
0.00
0.00
2900
Sub 5
S7
Leon
3.00
3.00
Hybrid Bermudagrass Pasture
3.0 Tons
3/1-9/30
*185
0
0
Irrig.
185
102.63
0.00
307.90
0.00
2900
Sub 6
S7
t.con
4.50
4.50
Small Grain Ovcrseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
124.83
0.00
2900
Sub 6
S7
Leon
4.50
4.50
Hybrid Bermudagrass Pasture
3.0 Tons
3/1-9/30
* 185
0
0
trrig.
185
102.63
0.00
461.95
0.00
2900
Sub 7
S7
Leon
1.35
1.35
Small Gratin Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
37.45
0.00
2900
Sub 7
S7
Icon
1.35
1.35
Hybrid Bcrmudagrass Pasture
3.0 Tons
3/1-9/30
*►85
0
0
Irrig.
185
102.63
0.00
138.56
0.00
2900
Sub 8
S7
Leon
2.84
2.84
Small Grain Oversccd
1.0 Tons
10/1-3/31
50
0
0
Ircig.
50
27.74
0.00
78.78
0.00
2900
Sub 8
S7
Lcon
2.84
2.84
Hybrid Bermudagrass Pasture
3.0 Tons
3/1-9/30
*185
0
0
brig.
185
102.63
0.00
291.48
0.00
2900
Sub 9
S7
Leon
1.90
1.90
Small Grain Ovcrsced
1.0 Tons
10/1-3/31
50
0
0
Irrig.
0
0.00
0.00
0.00
0.00
2900
Sub 9
S7
Leon
1.90
1.90
Hybrid Bermudagrass Pasturc
3.0 Tons
3/1-9/30
*185
0
0
brig.
185
102.63
0.00
195.01
0.00
2902
2
S7
Autryville
11.23
11.10
Soybeans, Manurcd, Double Crop
25 bu.
4/1-9/15
100
0
0
Irrig.
100
55.48
0.00
615.81
0.00
2902
3
S7
Rains
12.31
8.30
Soybeans, Manurcd, Double Crop
37 bu.
4/1-9115
143
0
0
Irrig.
143
79.33
0.00
658.47
0.00
2905
6
S7
Rains
4.96
4.20
Soybeans, Manurcd, Double Crop
37 bu.
4/1-9/15
143
0
0
Irrig.
143
79.33
0.00
333.20
0.00
3404
3
S7
Noboco
13.51
12.50
Soybeans, Manurcd, Double Crop
38 bu.
4/1-9/15
149 j
0
0
Irrig.
149
82.66
0.00
1.033.28
0.00
3404
4
S7
Noboco
2.23
1.70
Soybcans, Manurcd, Double Crop
38 bu.
4/1-9/15
149
0
0
Ircig.
149
82.66
0.00
140.53
0.00
3404
5
S7
IGoldsboro
10.79
9.50
Soybeans, Manurcd, Double Crop
38 bu.
4/1-9/15
149
0
0
Irrig.
149
82.66
0.00
785.29
0.00
Total Applied,
1000
gallons
15,548.82
Total Produced, 1000 gallons
10,211.83
Balance, 1000 gallons
-5.336.99
-
Total Applied, tons
0.00
Total Produced, tons
0.00
Balance, tons
0.00
Notes: 1. In the tract column, -- symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
374293 Database Version 4.1 Date Printed: 8/15/2024 WUT Page 7 of 7

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in
runoff. This table provides the maximum application rate per hour that may be applied to each field selected to
receive wastewater. It also lists the maximum application amount that each field may receive in any one application
event.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(inches/hour)
Application Amount
(inches)
2900
1
Leon
0.65
1.0
2900
2
Leon
0.65
1.0
2900
3
Leon
0.65
1.0
2900
5
Leon
0.65
1.0
2900
6
Leon
0.65
1.0
2900
7
Leon
0.65
1.0
2900
8
Leon
0.65
1.0
2900
9
Leon
0.65
1.0
2900
Sub I
Leon
0.65
1.0
2900
Sub 2
Leon
0.65
1.0
2900
Sub 3
Leon
0.65
1.0
2900
Sub 5
Leon
0.65
1.0
2900
Sub 6
Leon
0.65
1.0
2900
Sub 7
Leon
0.65
1.0
2900
Sub 8
Leon
0.65
1.0
2900
Sub 9
Leon
0.65
1.0
2902
2
Autryville
0.60
1.0
2902
3
Rains
0.40
1.0
2905
6
Rains
0.40
1.0
3404
3
Noboco
0.50
1.0
3404
4
Noboco
0.50
1.0
3404
5
Goldsboro
0.50
1.0
374293 Database Version 4.1 Date Printed 8/15/2024 !AF Page I of I
NOTE: Symbol' means user entered data.

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source, the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be I imiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be
used for sludge application. If this is not possible, care should be taken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
lb/ac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Corn 120 bu
150
14.69
123.75
247.49
371.24
Nay 6 ton R.Y.E.
300
29.38
61.87
123.75
185.62
Soybcan 40 bu
160
15.67
116.01
232.02
348.03
374293 Database Version 4.1 Date Printed: 08-15-2024 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity, this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Available Waste Storage Canacitv
Source Name
I Swine Feeder -Finish Lagoon Liquid
Design Storage Capacity (Days)
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
81
1
2
172
l
3
180
1
4
180
1
5
180
1
6
180
1
7
180
1
8
180
1
9
180
1
10
161
1
11
147
1
12
128
2
1
180
2
2
168
2
3
180
2
4
180
2
5
180
2
6
180
2
7
180
2
8
180
2
9
180
2
10
161
2
11
147
2
12
128
3
1
109
3
2
97
374293 Database Version 4.1 Date Printed: 08-15-2024 Capacity Page I of 2

Available Waste Storage Canacitv
Source Name
ISwine Feeder -Finish Lagoon Liquid
Desi n Storage Capacity (Days)
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days)
3
3
113
3
4
180
3
5
180
3
6
180
3
7
180
3
8
180
3
9
180
3
10
161
3
11
147
3
12
128
* Available Storage Capacity is calculated as of the end of each month.
374293 Database Version 4.1 Date Printed: 08-15-2024 Capacity Page 2 of 2

Required Specifications For Animal Waste Management
1. 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 that 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 Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving 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).
5. Odors can be reduced by injecting the waste or by 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).
374293 Database Version 4.1 Date Printed: 8/15/2024 Specification Page 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
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 that 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.
374293 Database Version 4.1 Date Printed: 8/15/2024 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a 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.
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.
374293 Database Version 4.1 Date Printed: 8/15/2024 Specification Page 3

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
soils 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 five
(5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
374293 Database Version 4.1 Date Printed: 8/15/2024 Specification Page 4

Crop Notes
The following crop note applies to field(s): 3, 6
Corn 1: CP, Mineral Soil, low -leachable
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when
planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-30 Ibs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): 5
Corn 1: CP, Mineral Soil, low -leachable
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when
planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-30 Ibs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
374293 Database Version 4.1 Date Printed: 08-15-2024 Crop Note Page I of 6

The following crop note applies to field(s): 3, 4
Corn: CP, Mineral Soil, medium leaching
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when
planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-30 Ibs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): 2
Corn: CP, Mineral Soil, medium leaching
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when
planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-30 lbs/acre N and 20-301bs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): 1, 2, 3, 5, 6, 7, 8, 9, Sub 1, Sub 2, Sub 3, Sub 5, Sub 6, Sub 7,
Sub 8, Sub 9
Small Grain: CP, Mineral Soil, low -leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 Ibs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February -March.
374293 Database Version 4.1 Date Printed: 08-15-2024 Crop Note Page 2 of 6

The following crop note applies to field(s): 1, 2, 3, 5, 6, 7, 8, 9, Sub 1, Sub 2, Sub 3, Sub 5, Sub 6, Sub 7,
Sub 8, Sub 9
Bermudagrass CP, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced I' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): 3, 6
Wheat: Coastal Plain, Mineral Soil, low -leachable
In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the
optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU
"Small Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting
no -till. Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety
"green book" and information from private companies to select a high yielding variety with the
characteristics needed for your area and conditions. Apply no more than 30 Ibs/acre N at planting.
Phosphorus and potash recommended by a soil test can also be applied at this time. The remaining N
should be applied during the months of February -March. The total N is dependent on the soil type. Plant
samples can be analyzed during the growing season to monitor the nutrient status of the wheat. Timely
management of diseases, insects and weeds are essential for profitable wheat production.
374293 Database Version 4.1 Date Printed: 08-15-2024 Crop Note Page 3 of 6

The following crop note applies to field(s): 5
Wheat: Coastal Plain, Mineral Soil, low -leachable
In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 I/2" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the
optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU
"Small Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting
no -till. Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety
"green book" and information from private companies to select a high yielding variety with the
characteristics needed for your area and conditions. Apply no more than 301bs/acre N at planting.
Phosphorus and potash recommended by a soil test can also be applied at this time. The remaining N
should be applied during the months of February -March. The total N is dependent on the soil type. Plant
samples can be analyzed during the growing season to monitor the nutrient status of the wheat. Timely
management of diseases, insects and weeds are essential for profitable wheat production.
The following crop note applies to field(s): 3, 4
Wheat: Coastal Plain, Mineral Soil, medium leachable
In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the
optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU
"Small Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting
no -till. Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety
"green book" and information from private companies to select a high yielding variety with the
characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at planting.
Phosphorus and potash recommended by a soil test report can also be applied at this time. The remaining
N should be applied during the months of February -March. The total N is dependent on the soil type.
Plant samples can be analyzed during the growing season to monitor the nutrient status of the wheat.
Timely management of diseases, insects and weeds are essential for profitable wheat production.
The following crop note applies to field(s): 2
Wheat: Coastal Plain, Mineral Soil, medium leachable
In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the
optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU
"Small Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting
no -till. Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety
"green book" and information from private companies to select a high yielding variety with the
characteristics needed for your area and conditions. Apply no more than 30 Ibs/acre N at planting.
Phosphorus and potash recommended by a soil test report can also be applied at this time. The remaining
N should be applied during the months of February -March. The total N is dependent on the soil type.
Plant samples can be analyzed during the growing season to monitor the nutrient status of the wheat.
Timely management of diseases, insects and weeds are essential for profitable wheat production.
374293 Database Version 4.1 Date Printed: 08-15-2024 Crop Note Page 4 of 6

The following crop note applies to field(s): 3, 6
Double -Crop Soybeans, Coastal Plain: Mineral Soil, low -leachable
Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. Review the NCSU Official Variety "green book" and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 Ibs/acre
N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Timely management of
weeds and insects is essential for profitable double crop soybean production.
The following crop note applies to field(s): 5
Double -Crop Soybeans, Coastal Plain: Mineral Soil, low -leachable
Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. Review the NCSU Official Variety "green book" and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 24 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Timely management of
weeds and insects is essential for profitable double crop soybean production.
374293 Database Version 4.1 Date Printed: 08-15-2024 Crop Note Page 5 of 6

The following crop note applies to field(s): 3, 4
Double -Crop Soybeans, Coastal Plain: Mineral soil, medium leachable
Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. Review the NCSU Official Variety "green book" and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Timely management of
weeds and insects is essential for profitable double crop soybean production.
The following crop note applies to field(s): 2
Double -Crop Soybeans, Coastal Plain: Mineral soil, medium leachable
Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. Review the NCSU Official Variety "green book" and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 24 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Timely management of
weeds and insects is essential for profitable double crop soybean production.
374293 Database Version 4.1 Date Printed: 08-15-2024 Crop Note Page 6 of 6

B*B Farms Inc. (l -3) 3 I -122
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Sheet1
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: E&B Farm County: Duplin
Address: PO Box 67
Teachey, NC 28464 Date: 7/12/01
Telephone: [phone]
Table 1 - Field Specifications
Approximate Maximum
Maximum Maximum Application
Useable Size Application per Irrigation
Field of Field Rate Cycle
Number (acres) Soil Type Slope % Crop(s) (ln/hr) (inches) Comments
1
3.04
LnA
<5
Bermuda
0.6
.5-1
Pull
2
31.56
LnA
<5
Bermuda
0.6
.5-1
Pulls 2-10
3
13.95
LnA
<5
Bermuda
0.6
.5-1
Pulls 11-13,25
4
4.76
LnA
<5
Bermuda
0.6
.5-1
Pulls 14,15
5
7.99
LnA
<5
Bermuda
0.6
.5-1
Pulls 16,17
6
12.74
LnA
<5
Bermuda
0.6
.5-1
Pulls 18-21
7
2.06
LnA
<5
Bermuda
0.6
.5-1
Pull22
8
2.27
LnA
<5
Bermuda
0.6
.5-1
Pu1123
9
1.95
LnA
<5
Bermuda
0.6
.5-1
Pull24

191
Sheet2
TABLE 2 - Travelling Irrigation Gun Settings
Make, Model and Type of Equipment:
Field No. Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hydrant No. ft/min in/hr. Width ft. Len th ftfeet Inches at Gun(psi) at reel(psi) Pattern Comments - Acres per pull
F1,H1
2.34
0.5
255
395
300
1.08
60
95
220
3.04
F2,H2
1.95
0.37
260
720
300
1.08
60
95
330
4.30
F2,H3
1.95
0.37..
260
1000
300
1.08
60
95
330
f .72
F2,H4
1.95
0.37
220
650
300
1.08
60
95
330
3.28
F2,H5
1.95
0.37
220
1000
300
1.08
60
95
330
5.05
F2,H6 .
1.95
0.37
210
380
300
1.08
60
95
330
2.49
F2,H7
1.95
0.37
210
900
300
1.08
60
95
330
4.34
F2,H8
1.95
0.37
150
300
300
1.08
60
95
330
1.65
F2,H9
2.34
0.5
150
560
300
1.08
60
95
220
2.43
F2,H10
1.95
0.37
0
0
300
1.08
60
95
330
1.30
F3,H11
1.95
0.37
260
720
300
1.08
60
95
330
4.30
F3,H12
1.95
0.37
260
770
300
1.08
60
95
330
4.60
F3,H13
1.95
0.37
260
520
300
1.08
60
95
330
3.73
F4,H14
2.34
0.5
230
270
300
1.08
60
95
220
2.44
F4,H15
2.34
0.5
190
350
300
1.08
60
95
220
2.32
F5,H16
2.34
0.5
210
670
300
1.08
60
95
220
4.02
F5,H17
2.34
0.5
190
730
300
1.08
60
95
220
3.97
F6,H18
1.95
0.37
270
460
300
1.08
60
95
330
4.00
F6,H19.
2.34
0.5
200
470
300
1.08
60
95
220
2.95
F6,H2O
1.95
0.37
200
580
300
1.08
60
95
330
3.15
F6,H21
2.34
0.5
190
435
300
1.08
60
95
220
2.64
F7,H22
2.34
0.5
225
260
300
1.08
60
95
220
2.06
F8,H23
2.34
0.5
175
410
300
1.08
60
95
220
2.27
F9,H24
1.95
0.37
270
120
300
1.08
60
95
330
1.95
F3,H25
3.89
0.61
250
110
300
1.08
60
95
180
1.32
80.32

Sheet7
CALCULATIONS
Sprinkler Type: Nelson 150
Nozzle Size:
1.08 inches
4�
Sprinkler Pressure:
fib -psi
Flowrate(GPM):
16f� pm
Wetted Diameter:
300 feet
Desired Spacing (%): 70 %
Design Spacing(feet): 210 *PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet): 200 feet
Actual Spacing (%): 67 %
Application Rate =(96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate = 0.31 in/hr
300 degree arc = 0.37 in/hr
220 degree arc = 0.50 in/hr
oplk 180 degree arc = 0.61 in/hr
Traveller Speed
Travel speed = 1.605 x Flowrate / Desired application amount x Lane Spacing
Desired app. (in.) =
0.75 inches
300 degree arc =
1.95 fl/min
220 degree arc =
2.34 ft/min
180 degree arc =
3.89 ft/min
Velocity = .408 x Flowrate / pipe diameter squared feet/sec.**
'For buried pipelines, velocity should be below 5 feet per second
Pipe size: 6 inches
Velocity= 2.06 ft/sec.
W
Page 1

Sheet?
Maximum Mainline Friction Loss
Most distant hydrant:
Total distance: feet
Friction Loss is figured using HazenMilliam's Equation
Friction Loss= 0.24 feet/100 feet
Max. Mainline Loss = 0.0 feet or 0.0 psi
Total Dynamic Head
Sprinkler Pressure:
60 psi
Loss through traveller:
psi
Elevation head:
psi
Mainline loss:
0.0 psi
Suction head and lift:
psi
5% fitting loss:
3.0 psi
TOTAL(TDH) =
63.0 psi or
Horsepower Required
Horsepower = Flowrate x TDH(feet) / 3960 / Pump effeciency
Pump Description:
Pump Efficiency: %
Horsepower Required: #DIV/01 Hp
Thrust Blocking
Thrust Block Area = Thrust / Soil Bearing Strength
Thrust:
feet
Soil Bearing Strength:
feet
End Cap:
#DIV/01
ft2
90 degree elbow:
#DIV/01
ft2
Tee:
#DIV/0!
ft2
45 degree elbow:
#DIV/0!
ft2
145.5 feet
Pipg Pressure Rating Check
Pressure Rating of Pipe to be Used: psi
Max. Pressure on system when running: 63.0 psi
70% of Pressure Rating: 0 psi
If Max. Pressure on system is less than 70% of Pressure Rating, OK
WT-1--frRt MQIOQTM� ��
Page 2

Sheet?
NPSHA:
NPSHR: *from pump curve
If NPSHA>NPSHR OK
Page 3

ROY COOPER
GOVIV r
MICHAEL S. REGAN
secretary
I.INDA CULPEPPER
j0fA%1 r
E & B Farms Inc
E&BFarms #1-3
PO Box 67
Teachey, NC 28464-DO67
Dear E & B Farms Inc:
NORTH CAROLINA
Environmental Qualify
September 23, 2019
Subject: Certificate of Coverage No. AWS310122
E & B Farms # 1 -3
Swine Waste Collection, Treatment,
Storage and Application System
Duplin County
In accordance with your renewal request, we are hereby forwarding to you this Certificate of Coverage
{COC) issued to E & B Farms Inc, authorizing the operation of the subject animal waste management
system in accordance with General Permit AWG I00000. Picase read this COC and the enclosed State
General Permit carefully.
This approval shall consist of the operation of this system including, but not limited to, tic management
and land application of animal waste as specified in the facility's Certified Animal Waste Management Plan
(CAWNIP) for E & B Farms ;r 1 - 3, located in Duplin County. ►►}ith a swine animal capacity of no greater
than the following annual averages:
Wean to Finish: Feeder to Finish: 11016 Boar/Stud:
Wean to Feeder: Farrow to Wean: Gilts:
Farrow to Finish: Farrow to Feeder: Other:
If this is a Farrow to Wean or Farrow to Feeder operation, there may be one boar for each 15 sows. Where
boars arc unnecessary, they may be replaced by an equivalent number of sows. Any of the sows may be
replaced by gilts at a rate of 4 gilts for every 3 sows.
This COC shall be eff wive from October 1, 2019 until September 30, 2024 and shall hereby void
Certificate of Coverage Number AWS310122 that was previously issued to this facility. Pursuant to this
COC, you arc authorized and retquircd to operate the system in conformity with the conditions and
limitations as specified in the General Permit, the facility's CAWNIP. and this COC. An adequate system
for collecting and maintaining the required monitoring data and operational information must be established
for this facility. Any increase in waste production greater than the certified design capacity or increase in
number of animals authorized by this COC (as provided above) will requirc a modification to the CAWMP
and this COC and must be completed prior to actual increase in either wastewater flow or number of animals.
Yt_are cncouraggd to updates your Swine Odor Control Checklist -qsirte the enclosed farm. If you do so.
you must send a poly of'the updated form to the Animal Feeding_ Operations Program at the address below.
Please pay carcfiil attention to the record keeping and monitoring conditions in this permit. Stocking and
Mortality Form (STOCK-1) has been updated; all other record keeping forms are unchanged ►with this
General Permit. Please use the most current record keepin fg orms.
Not Cmd1r a Department of Environmental Quality I Dhwon of Wager Rcsomecx
E
� 512 North Salisbury Street 1 16361Mai 5ervi[eGerner . Raleigh North Canoiinst 2r16R1 106
...zl� 919307.9000

If your Waste Utilization Plan (WUP) has bccn dcvclopcd based on site -specific information, careful
evaluation of future samples is necessary. Should your records show that the current WUP is inaccurate
you will need to have: a new WUP developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Per 15A NCAC 02T .1304 and MRCS standards a 100-foot separation shall be maintained between water
supply wells and any lagoon, storage pond, or any land application of waste.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the Animal Feeding Operations Program for information on
this process. Unless such a request is made within 30 days, this COC shall be final and binding.
In accordance with Condition 11.23 of the General Permit, waste application shall cease within twelve (12)
hours of the time that the National Weather Service issues a Hurricane Warning, Tropical Storm Warning,
or a Flood WatchrFlash Flood Watch associated with a tropical system for the county in which the facility
is located. You may find detailed watch/warning information for your county by calling the
NewporAtorehead City, NC National Weather Service office at [phone], or by visiting their
website at: www.weathergovlmhxl
This facility is located in a county covered by our Wilmington Regional Office. The Regional Office staff
may be reached at 910-796-7215. If you need additional information concerning this COC or the General
Permit, please contact the Animal Fccding Operations Program staff at [phone].
Sincerely,
for Linda Culpepper
Ditcctor. Division of Water Resources
Enclosums (General Permit AWG 100000)
cc: (Certificate of Coverage only for all ccs)
Wilmington Regional Officc, Watcr Quality Regional Operations Section
Duplin County Health Department
Duplin County Soil and Water Conservation District
Central Files (Permit No. AWS310122)
Murphy -Brown LLC

WA,S¢rtGEDffl{ j;'tr.` �. N 4,1
PRODUCER: E&B 1,2,3
LOCATION: - HWY 11 ; Duplin Co.
TELEPHONE: ' [phone]
TYPE OPERATION: Feeder —Finish
NUMBER OF ANIMALS; 11016.
.(Design Capacity)
The waste from your animal facility must be land applied at a specified rate to prevent pollution
-of surface 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. 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. Soil types are
important as they havedifferent infiltration rates, leaching potentials, cation exchange
,capacities, and available water holding capacities. Normally waste shall not be applied to land
- eroding at greater than 5 tons per acre per year. With special precautions, waste may be
.'applied to land eroding at up to 10 tons per year. 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 DEM regulations. Wind conditions should also be
considered to avoid drift and downwind odor problems. To maximize the value of nutrients for
-crop production and to reduce the potential for pollution, the waste should be applied to a
growing crop or applied to bare ground not more than 30 days prior to planting. Injecting the
waste or disking will conserve nutrients and reduce odor problems.
The estimated acres needed. to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for analysis.
This waste utilization. plan, if carried out, meets the requirements for compliance. with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
_.Pagel

w
Amount of Waste P oduced Per Year,(gsions ft tons etc 1
11,016 ammalsX 13 (tons)waste/animal/year= 20,930 (tons)waste/yeas
Amount of Plant Available Nitrogen (PAN) Produced Per Year
11,016 animals X 23 Ins. PAN/animal/year = 25,337 lbs. PAN/year. (PAN from N.Q.
Guide Sid. 633) _ Tech
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
The following acreage will be needed for waste application based on the crop to be grown and
surface application:
Table 9: ACRES OWNED BY PRODUCER
Tract Field* Soil Crop Las. N Acres Lbs. N Month of
# No. Type Per Acre Utilized Application
"see page 10
Total
'This N is from animal waste only. If nutrients from other sources such as commercial fertilizer are
applied, they must be accounted for. N must be based on realistic vield expect f,Zion
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirements. Beginning in 1996: the Coastal Zone Management Act will require farmers in some
eastern counties of North Caroline to have a nutrient management plan that addresses all nutrients.
This plan only addresses Nitrogen. -
Page 2

ia"",
NA
rrrF
Amount of Waste Produced Per Year (gallons ft tons etc 1
11,016 animals X 1.3 (tons) waste/animal/year -. 20,930 (tons) waste/year..
Amount of Plant Available Nitrogen (PAN) Produced Per Year
11,016 animals X U Ios. PAN/animal/year = 25,337 los. PAN/year. (PAN from N.C.
Guide Std. 633) _ Tech
Applying the above amount of waste is a big job. You should. plan time and have :appropriate
equipment to apply the waste in timely manner
The following acreage willbe needed for waste. application .based on the crop to begrown and
surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field' Soil Crop Los. N Acres Lbs. N Month of
'This N is from animal waste only. If nutrients from other sources such as commercial fertilizer are
applied, they must be accounted for: N must be based on realistic, yield expectation
.NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in some
eastern counties of North Caroline to havea. nutrient management plan that addresses all nutrients.
This plan only. addresses Nitrogen.
Page 2

,
.Table 2:. ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only If operator does not own adequate land [see
Required Specification 21)
Tract Field - Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type Per Acre` Utilized Application
Total
*.See footnote for Table 9.
Totalsfrom above Tables
Acres Lbs. N
Utilized
- Tablet I 0.00 - I -
Table 2 139101 25,344
Total 139.701 25,344
.Amount of N Produced 25,337
Surplus or Deficit (7)
..NOTE: 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 nutrient or other elements.
Page 3

See attached map showing the fields to be used for the utilization of waste water.
Application of Waste by Irrigation
Field Soil Type Crop Application Application
No. Rate (In/Hr) Amount (in.)
1-9
1 LnA
lBermude
0.5
.5-1
'remainder of fields will have
applications done by tankers, not
irrigation. Requirements of no
more than 1 Vacre of effluent per
application.
.THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SIMILAR TABLE
WILL BE NEEDED FOR DRY LITTER OR SLURRY.
Your facility is designed for 10 days of temporary storage and the temporary storage must
be removed on the average of once every Q MONTHS. In no instance should the volume of
waste. being stored in your structure exceed Elevation 'see goon design.
- - Call the local Natural Resources Conservation Service (formerly Soil Conservation Service) or Soil
and Water Conservation District office after you receive the waste analysis report for assistance in
determining the amount per acre to .apply and the proper application rate prior to applying the
waste.
Narrative of operation:
Acres shown for fields 1-9 are 'wetted' acres. Grower will use the higher rate for small grain
ue aueuIdnu y - 'Ut Ul flay, Im iiz or me Tora a procucurm removeo by nay, or, on
average 2.1 tons of hay per acre removed in excess of cattle removal.
Fields listed for tankerapplicationmay use either corn, wheat, or soybeans as a crop with all
applications being made within 30 days of planting. These fields should be used to insure no
- overapplication on the primary sprayfields, if such a problem arises.
Murphy Farms has two tankers available if needed for hauling waste, as well as Smith Brothers
spreading in Beaulaville.
em,
Page

REQUIRED SPECIFICATIONS
1 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 dischargeof 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 waste, he/she shall provide a copy 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 facility to
secure an update of the Waste Utilization Plan when there is a change in the operation,
increase in the number of animals, method of utilization, or available land.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop
yields based on soil type, available moisture, historical data, climatic conditions, and level
of management, unless there are regulations that restrict the rate of application for other
nutrients.
A
Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land that is eroding at 5 or more tons, but less than 10 tons per acre per
year providing grass filter strips are installed where runoff leaves the field. (See FOTG
Standard 393-. Filter Strip).
5
Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the irrigation field.
6
When animal waste is to be applied on acres subject to flooding, it will be soil incorporated
on conventionally tilled cropland. When 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 offete or to surface waters and in a method which does not cause drift
.from the site during application. No pending should occur in order to control odor or flies.
8
Animal waste shall not be. applied to saturated soils, during rainfall events, or when the
-
surface is frozen.
Page 5

jh14SIBM TIII%A'f1.N F.LG ,
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.
Waste nutrients 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 from any perennial stream or river (other than an irrigation ditch or 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. (See Standard 393 - Filter Strips),..
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 wetlands
provided they 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 courses 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.
sfi,M..
Page -

1�IAS Ba�U Td P' TIOf1 pN
t'
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. -
is
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
;IM_
consumption it should only be applied pre -plant with no further applications animal waste
during the crop season.
21
Highly visible markers shall be installed to mark the lop 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
.element. Zincand copper levels in the soil shall be monitored and alternative crop sites
shall be used when these metal approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste analysis records shall be kept -
for five. years. Poultry dry waste application records shall be maintained for three (3)
years.. Waste application records for all other waste shall be maintained for five (5) years.
Dead animals will be disposed of in a manner that meets North Carolina regulations.
23
.Pagel

ST sUfiTE1 14
- - WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: E&B 1-3
Owner/ Manager Agreement
I (we) understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste utilization plan for the
farm named above. I (we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new facilities will require a new
...certification to be submitted to the Division of Environment Management (DEM) before the
new animals are stocked. I (we) also understand that there must be no discharge of
.animal waste from this system to surface waters of the state from a storm event less
severe than the 25-year, 24-hour storm. The approved 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 DEM upon request.
Name of Facility Owner: Charles Brinkley
(Please Prinq
S,
Signature
Name of Manager (If different from owner):
.Signature:
Name of Technical Specialist: (Please Pfinn
Affiliation: Murphy Family Farms
.Address (Agency):. P.O. Box 759
Rose Hill, C2840
Signature:.
AAm,.
Page 8
7
Date:
Date:
A. Westerbeek

Operator.
Dist to naara-t residence (other than owner): 1500 ft.
ov.;3 (farTOW 4,zfnish)-===
(faf row to f,:j4dqr)-, edqr)-
h qad (finishing only): = = = = = 3672
sows "' k7rowio, wean '):===== ar
head (,.-.,ean to faedar): >
Avs. Live Weight{or other operation s(lbs.)
Storage volume for sludge, accurn. (cu. fQ: =>
Tr iaatm4nt Vol urn 4 (min. 1 cu_ ftlb 1.0
25 Year — 24 H OUT Rainfall (in.) = = 7.5
F6infall in gxc.*-;s of eveporation (in > 7.0
Drainage area of buildings & lots (sq. -ft.)
V 01 urns of wazzih --.-jaisr (gal' lons"da:)} >
Temporary storage period (days)== > ISO
Sid -a slooss Onside lagoon): 3.0 1
!nz;11d ce 1-op I e n ��h (ft.). ot A
3310.0
Too of dike elevation (U: 107,5
Ba6m of lagoon elevation ft): 97.5
4-1 ' h i g h -.A.- ai 9 r tab le k'6 Wi M; 1 ev. (f L' ), 4M
Seasonal I Lj
Total required volume. = = = = = 753-048 cu. ft. -,k"k TOTA L VO L 0. K xx
'.�-hint dafzirin voh imn, = = = = = P-'43490 �ii fti i 0 fiji-/-
StoStoppurspin g el.(::. or to 103.0 it. S > a 5
(::. or to 1M.5 ft.%Ain)
Requ,11-rn-d f-r,-In i r urn rn t 1, -�-e ".. sn - I v o I L., m 4: 4915720 cu.. is. **TTZ
... %.Tr,. VOL 0. K
Vzoiumo at stop pumping sk:,vation: 522504 cu. ft- 1 05.40�/,
"7474 A q ZL. MR,"A k t STO -R. OL K* "I
A
P i n-1 P I i i -tor CLI. Cfu a 1' vc�l t rn -, -s 1 e s s 25 Yr — 2 4 h 14in 7 6 2 5,41 -3 C L 1,
.A-ITE 'Vclrifif that tamp fzIrwFiria
nevi_ vo.urne to b4 purriped., => 187273 cu. f L-."% ell P. VC) L 0 'A.x "I
•-{1 v,:4urf -i ce to b 9 U rrlp!� d: 224C-41 c-u. ft. i V.95./=
kN

„ ..... P,LAl, ,
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lids. N Month of
# No. Type Per Acre* Utilized Application
T2900
1
LnA "
Berm(G&F
185
3.0
562.4
April - Sept.15
T2900
2
LnA
Berm(G&F
185
31.6
5838.6
April Sept.15
T2900
3
LnA
Berm(G&F
185
14.0
2580.75
April - Sept.15
T2900
4
LnA
Berm(G&F
185
4.8
880.6
April - Sept.15
T2900
5
LnA
Berm(G&F
185
8.0
1478.15
April - Sept.15
T2900
6
LnA
Berm(G&F
185
12.7
2356.9
April - Sept. 15
T2900
7
LnA
Berm G&
185
2.1
381.1
April - Sept.15
-T2900
8
LnA
Berm(G&F
185
2.3
419.95
April - Sept. 15
-`
T2900
9
LnA
Berm(G&F
185
2.0
360.75
April - Sept.15
0
T2900
All
LnA
S.G. G)
75
80.3
6022.5
Sept. 15 - Nov. ; Feb - March
0
0
ADDITIONAL FIELDS TO BE
APPLIED TO BY TANKER IF
0
IF NECESSARY
0
`all applications to be made on fields requiring tanker
0
would be pre -plant to soybeans, corn, or wheat at a
0
rate of 50 lbs. PAN per acre
0
0
T3404
3
NoB
C,W,S-
75
12.4
930
T3404
4
NoB
C,W,S"
75
1.7
127.5
T3404
5
NoB
C,W,S"
75
9.5
712.5
T2902
2
Re
C,W,S`
75
11.1
832.5
-
T2902
3
Re
C,W,S'
75
8.3
622.5
T2904
1
NoB
C,W,S-
75
12.3
922.5
T2905
6
NOB
C,W,S'
75
4.2
315
"applications to fields with tanker are 100% effective
-.
in coverage.
'**on fields listed for tanker, a 75'setback from property
lines, 75'setback from perinial waters, 200' setback from
residences not owned by the producer, and a 100'
setback from wells must be adhered to by tanker operator

� 4
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NOPTH CARbLINA
U.S. Dept.
of Agriculture
DUPLIN
Farm Service
Agency
Report ID: FSA-156EZ-R001
--------------------------------------------------------------------------
Abbreviated
156 Farm Record
Or"IR: Name 8 Address
FARMLAND CROPLAND
AG USE
EFF AG USE
LAND
LAND
103.0 73.3
73.3
73.3
CHARLES BRINKLEY JR
919-285-3723
PO BOX 67
TEACHEY
NC 28464 0067
FARMS ASSOC. WITH OP: 12957
OTHER PRODUCERS ASSOCIATED WITH
FARM:
WILLIAM J WELLS JR
JOSEPH L MOORE
RAYMOND L SELLERS
FARM 4 5 2
Prepared:07/12/2001
Crop Year:2001
Page: 1
-------------------------------------------
FARM DESCRIPTION STATUS
ACTIVE
RONALD L SELLERS
CRP Cropland: .0
CRP
MPL: .0
CRP Contract No.: NONE
RECON. REF. NO.: 00000
------------------------------------------------------------------------------------------------------------------------
FAV HISTORY:
Y
CROP
CONTRACT
DBL.CROP
CRP
CRP
PYMT
ACREAGE
AVG.
REDUCTION
PENDING
YLD
WHEAT
2.1
.0
.0
.0
35
CORN
10.4
.0
.0
.0
72
------------------------_------_---------------------------------------------___-__--------------------------------------
-----BASIC----
---EFFECTIVE---
-------YIELD DATA------
CROPQUOTA
ALLOT.
QUOTA ALLOT.
FARM ACTUAL NORMAL
F `' -URED TOBACCO
5296
2.49
5137
2.42
2127
No. of Tracts: 4
----------------------------------------
Year: 2001
CRP CROPLAND
CRP
TRACT NO. FARMLAND
CROPLAND
AG USE LAND
ACRES
WBP ACRES
EFF AG USE MPL ACRES
2902
27.0
23.0
23.0
.0
.0
23.0 .0
PFC
CRP-15
CRP
CRP AVG
CROP
PFC
TRACT
REDUCTION
TRACT
PENDING OBL-CROPPED
NAME
ACRES
YIELD
ACRES
YIELD
ACRES ACRES
WHEAT
0.6
35
0.0
0
0.0 0.0
CORN
3.2
72
0.0
0
0.0 0.0
Photo Grid Descr: F14/2C
HEL
027 A027 WL
CW FW PC AW MW PCW MG RW CWTE
CWNA
N
N N N
N N N
OWNER 1 -
------------------------------------------------------------------------------------------------------------------------------------
CHARLES
BRINKLEY JR

FARM 4 S 2
NORTH CAROLINA
U.S.
Dept. of Agriculture
Prepared:07/12/2001
DUPLIN
Farm Service Agency
Crop Year:2001
Report ID: FSA-156EZ-9001
-----------------------------------------------------------------------------------------------------------------------
Abbreviated 156 Sam Record
Page: 2
CRP CROPLAND
CRP
TRACT NO. FARMLAND
CROPLAND
AS USE
LAND ACRES WBP
ACRES
EFF AG USE
MPL ACRES
2903 26.0
16.9
16.9 .0
.0
16.9
.0
-..
PFC
CRP-15
CRP
CRP
AVG
CROP
PFC
TRACT
REDUCTION
TRACT
PENDING
DBL-CROPPED
NAME
ACRES
YIELD
ACRES
YIELD
ACRES
ACRES
WHEAT
0.5
35
0.0
0
0.0
0.0
CORN
2.4
72
0.0
0
0.0
0.0
Photo Grid Descr: G13/2B
HEL 027 A027 WL
CW FW PC AN
NW FEW
MG RW CWTE CWNA
N N
N N
N N
N
OWNER 1 - CHARLES
BRINKLEY JR
._.._..........................................................................................................._..........._....
CRP CROPLAND
CRP
TRACT N0, FARMLAND
CROPLAND
AG USE
LAND ACRES WBP
ACRES
EFF AG USE
MPL ACRES
2904 21.0
13.9
13.9 .0
.0
13.9
.0
PFC
CRP-15
CRP
CRP
AVG
CROP
PFC
TRACT
REDUCTION
TRACT
PENDING
DBL-CROPPED
NAME
ACRES
YIELD
ACRES
YIELD
ACRES
ACRES
WHEAT
0.4
35
0.0
0
0.0
0.0
CORN
2.0
72
0.0
0
0.0
0.0
Phg Grid Descr: G13/3B
HEL 027 A027 WL
CM FW PC AN
MW PCW
MG RW CWTE CWNA
\pP"""
N N
N N
N N
N
OWNER 1 - CHARLES
BRINKLEY JR
----------
.........................................................................................................................
CRP CROPLAND
CRP
TRACT NO. FARMLAND
CROPLAND
AS USE
LAND ACRES W8P
ACRES
EFF AS USE
MPL ACRES
2905 29.0
19.5
19.5 .0
.0
19.5
.0
FFC
CRP-15
CRP
CRP
AVG
CROP
PFC
TRACT
REDUCTION
TRACT
PENDING
DBL-CROPPED
NAME
ACRES
YIELD
ACRES
YIELD
ACRES
ACRES
WHEAT
0.6
35
O.D
0
0.0
0.0
CORN
2.8
72
0.0
0
0.0
0.0
Photo Grid Descr: 613/3B
HEL 027 A027 WL
CHI FW PC AW
MN PCW
MG RW CWTE CWNA
N N
N N
N N
N
OWNER 1 - CHARLES
....................................................................................................................................
BRINKLEY JR
ft

Pj%,

NORTH CN.DLINA
DUPLIN
Report ID: PSA-156EZ-ROOI
FARM 1 2 9 S 7
U.S. Dept. of Agriculture Prepared:09/12/2001
Parm Service Agency Crop Year:2001
Abbreviated 156 Farm Record Page: 1
OrOR: Name A Address
FARMLAHO CROPLAND
AS USE
EFF AS
USE FARM DESCRIPTION
STATUS
``,,
LAND
LAND
78.0 54.2.
'. 54.2.
54.2
DIV 12862
ACTIVE
CHARLES BRINKLEY OR
919-285-3723
PO BOX 67
TEACHEY
NC 28464 0067
FARMS ASSOC. WITH OP: 452
OTHER PRODUCERS ASSOCIATED WITH
FARM:
NONE
CRP Cropland: .0 CRP
MPL: .0
CRP Contract No.: NONE
RECON. REF. NO.: B10034
........................................................................................................................
FAV HISTORY:
Y
-^--BASK^--
---EFFECTIVE---
-------YIELD
DATA ......
CROP
QUOTA ALLOT.
QUOTA
ALLOT.
FARM
ACTUAL NORMAL
FLUE CURED TOBACCO
.00
.00
...........................................................................................................
NO. of Tracts: 1
........................
Year: 2001
CRP
CROPLAND
CAP
TRACT NO. FARMLAND
CROPLAND AS USE
LAND
ACRES
WSP ACRES
EFF AS USE
MPL ACRES
2900 78.0
54.2
54.2
.0
.0
54.2
.0
Photo Grid Oescr: H12/2B
HEL
027 A027 WL
CM FW PC AN
MW PCW MG RW CWTE CWNA
N
N N Y
N N
N
OWNER 1 - CHARLES
BRINKLEY OR
M

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Sheetl
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name:
E&B Farm
County: Duplin
Address:
PO Box 67
Teachey, NC 28464
Date: 7112/01
Telephone:
[phone]
Table 1 • Field
Specifications
Approximate
Maximum
Maximum
Maximum
Application
Useable Size
Application
per Irrigation
Field
of Field
Rate
Cycle
' Number
(acres) Soil TVDe
Slooe %
Croots)
fin/hr)
finchesl ccc,.r,anr<
1
3.04
LnA
<5
Bermuda
0.6
.5-1
Pull
2
31.56
LnA
<5
Bermuda
0.6
.5-1
Pulls 2-10
3
13.95
LnA
<5
Bermuda
0.6
.5-1
Pulls 11-13,25
4
4.76
LnA
<5
Bermuda
0.6
.5-1
Pulls 14,15
5
7.99
LnA
<5
Bermuda
0.6
.5-1
Pulls 16,17
6
12.74
LnA
<5
Bermuda
0.6
.5-1
Pulls 18-21
7
2.06
LnA
<5
Bermuda
0.6
.5-1
Pu1122
8
2.27
LnA
<5
Bermuda
0.6
.5-1
Pu1123
9
1.95
LnA
<5
Bermuda
0.6
.5-1
Pu1124

Sheet2
TABLE 2 -Travelling Irrigation Gun Settings
Make, Model and Type of Equipment:
Field No. Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hvdrent No. ff fminl (in/hr.) Width(ft.) Lenoth(ft) (feet) (Inches) at Gun(osil at reel(0si) Pattern CommP.ntR - AnrP..a nor n101
F1,H1
2.34
0.5
255
396
300
1.08
60
95
220
3.04
FZ112
1.95
0.37
260
720
300
1.08
60
95
330
4.30
F2,113
1.95
0.37..
260
1000
300
1.08
60
95
330
.72
F2,H4
1.95
0.37
220
650
300
1.08
60
95
330
3.28
F2,115
1.95
0.37
220
1000
300
1.08
60
95
330
5.05
F2,116 .
1.95
0.37
210
380
300
1.08
60
95
330
2.49
F2,H7 -
1.95
0.37
210
900
300
1.08
60
95
330
4.34
F2,H8
1.95
0.37
150
300
300
1.08
60
95
330
1.65
F2,149
2.34
0.5
150
560
300
1.03
60
95
220
2.43
F$H10
1.95
0.37
0 1
0
300
1.08
60
95
330
1.30
F3,H11
1.95
0.37
260
720
300
1.08
60
95
330
4.30
F3,H12
1.95
0.37
260
770
300
1.08
60
95
330
4.60
F3,1113
1.95
0.37
260
520
300
1.06
W
95
330
3.73
F4,H14
2.34
0.5
230
270
300
1.08
60
95
220
2.44
F4,1115
2.34
0.5
190
350
300
1.08
60
95
220
9.32
F5,H16
2.34
0.5
210
670
300
1.08
60
95
220
4.02
F5,H17
2.34
0.5
190
730
300
1.08
60
95
220
3.97
F6,H18
1.95
0.37
270
460
300
1.08
60
95
330
4.00
F6,1419.
2.34
0.5
200
470
300
1.08
60
95
220
2.95
F6,H20
1.95
0.37
200
580
300
1.08
60
95
330
3.15
F6,1121
2.34
0.5
190
435
300
1.08
60
95
220
2.64
F7,H22
2.34
0.5
225
260
300
1.08
60
95
220
2.06
F8,H23
2.34
0.5
175
410
300
1.08
60
95
220
2.27
F9,H24
1.95
0.37
270
120
300
1.08
60
95
330
1.95
F3,H25
3.89
0.61
250
110
300
1.08
60
95
160
1.32
80.32

Sheet7
CALCULATIONS
Urinkler Specifications
Sprinkler Type: Nelson 150
Nozzle Size:
1.08 incises
Sprinkler Pressure:
!�� -S"si
Flowrate(GPM):
j6,rt82L--gpm
Wetted Diameter:
300 feet
Lano_S act
Desired Spacing (%): 70 %
Design Spacing(feet): 210 'PVC irrigation pipe normally comes In 20' pieces,
so round to the nearest multiple of 20.
Actual Sparing (feet): 200 feet
Actual Spacing (91o): 67
,Application Rate
Application Rate =(96.3xF1o,.vratey(3.1415x(,9xradius)squared)
Design App. Rate =
0.31 inlhr
300 degree arc =
0,37 inihr
220 degree arc =
0.50 inihr
180 degree arc =
0.61 inihr
Travel speed = 1.605 x Flowrate I Desired application amount x Lane Spacing
Desired app. (in.) =
0.75 incises
300 degree arc =
1.95 fllmin
220 degree arc =
2.34 ftlmin
180 degree arc =
Mainline Velocity
3.89 ftlmin
Velocity = .408 x Flowrate 1 pipe diameter squared feetlsec."
"For buried pipetines, velocity
should be below 5 feet per second
Pipe size.
6 inches
Velocity=
2.06 ftlsec.
Page 1

Sheet?
Most distant hydrant:
Total distance: feet
Friction Loss is figured using HazenlWilliam's Equation
Friction Loss= 0.24 feetl100 feet
Max. Mainline Loss = 0.0 feet or 0.0 psi
Total Dynamic Head
Sprinkler Pressure: 60 psi
Loss through traveller: psi
Elevation head: psl
Mainline loss: 0.0 psi
Suction head and lift: psi
5% fitting loss: 3.0 psi
TOTAL(TDH) = 63.0 psi or 145.5 feet
Horsepower Required
Horsepower = Flowrate x TDH(feet) / 39601 Pump effeciency
Pump Description:
Pump Efficiency: %
Horsepower Required: #DIVIOI Hp
Thrust Blocking
Thrust Block Area = Thrust / Soil Bearing Strength
Thrust: feet
Soil Bearing Strength: feet
End Cap: #DIVI01 ft2
90 degree elbow: #DIVl01 ft2
Tee: #DIV/01 ft2
45 degree elbow: #DIV/01 112
Pipe Pressure Rating Check
Pressure Rating of Pipe to be Used: psi
Max. Pressure on system when running: 63.0 psi
70% of Pressure Rating: O psi
If Max. Pressure on system Is less than 70% of Pressure Rating, OK
Net Positive Suction Head Check
Page 2

Sheet7
NPSHR:
NPSHR: •from pump curve
If NPSHA>NPSHR OK
Page 3

Quarter M Farms
P.O. Box 759
Rose Hill, NC 28458
,�f?hone: 919-289-2111 y
G , yj
ii . e(
Calculations By: John Lenfestey F t
Date: 11/24/93 G^51 s Is4�
Farm Operator: Charles Brinkley, Rev. 1 k14 a
County: Duplin
Distance to nearest residence (other than owner): 1500.0 Feet
INPUT DATA:
Sows (farrow to finish) = 0
Sows (farrow to feeder) = 0
Head (finishing only) = 3,672 �l
Sows (farrow to wean)= 0
Head (wean to feeder)= 0
Seasonal high water table elevation = 42.0 Feet
Storage Volume for sludge accumulation = 0.0 Cu. Ft. (As Per Owner's R ge7i
Treatment volume (Min. = 1 CF/Lb) = 1.0 CF/Lb l /�dC
Inside top length of dike = 300.00 Feet
Inside top width of dike = 290.00 Feet
(okZop of Dike Elevation = 46.85 Feet
\\ Bottom of lagoon elevation = 34.85 Feet
Freeboard depth of dike = 1.0 Feet
Side slopes on dike = 3.0 : 1
25 Year — 24 Hour Rainfall = 7.50 Inches
Rainfall in excess of evaporation = 7.00 Inches
Minimum Permanent Storage Depth = 8.10 Feet
CALCULATED DATA:
Minimum treatment volume — livestock = 495,720 Cubic Feet
Vol. of Waste Produced = 121,352 CF
Vol. of Wash Water = 0 CF
Rainfall —Excess Evapor. = 50,750 CF
Rainfall / 25 Yr Storm = 543375 CF
Minimum temporary storage volume = 226,477 Cubic Feet
Total minimum required treatment volume = 72Z197 Cubic Feet
Total design volume available = 724,614 Cubic Feet
Total temporary volume avaliable = 227,848 Cubic Feet
Total Volume at start pumping elevation = 667,012 CF @ 45.15 Feet
Design Volume less 25 Yr — 24 Hr Rainfall = 67Q239 Cubic Feet
Minimum Volume for permanent storage = 496,766 CF @ 42.95 Feet
Permanent storage volume is greater than Mimimum treatment
volume for livestock

Quarter Farms
Farm Operator: Charles Brinkley, Rev. 1
Date: 11/24/93
/OLUME CALCULATIONS:
1. STEADY STATE LIVE WEIGHT
0
sows (farrow to finish)
X
1417
Lbs. =
0
Los.
0
sows (farrow to feeder)
X
522
Lbs. =
0
Lbs.
3672
head (finishing only)
X
135
Lbs. =
495,720
Lbs.
0
sows (farrow to wean)
X
433
Lbs. =
0
Lbs.
0
head (wean to feeder)
X
30
Lbs. =
0
Lbs.
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 495,720 Lbs.
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Page 2
Minimum volume = Lbs. SSLW x Treatment Volume (CF/Lb. SSLW)
Minimum volume = 495,720 Cubic Feet
. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Minimum volume =
4. TOTAL DESIGN VOLUME
Inside top length of dike =
Inside top width of dike =
Top of Dike Elevation =
Bottom of lagoon elevation =
Freeboard depth of dike =
Side slopes on dike =
Total design lagoon liquid level elevation =
Total design liquid level depth =
0.0 Cu. Ft. (As Per Owner's Req
300.00 Feet
290.00 Feet
46.85 Feet
34.85 Feet
1.0 Feet
3.0 : 1
45.85 Feet
11.00 Feet
Determine total design volume using prismoidal formula:
SS / Endi = 3.0 Feet SS / Sidei =
SS / End2 = 3.0 Feet SS / Side 2 =
side Dike Length @ Design Liquid Level = 294.00 Feet
,nside Dike Width @ Design Liquid Level = 284.00 Feet
3.0 Feet
3.0 Feet

Quarter M Farms Page 3
Farm Operator: Charles Brinkley, Rev. 1
Date: 11/24/93
JOLUME CALCULATIONS (continued):
Area of Top = Inside dike length(top) * Inside dike width(top)
Area of Top = 294.00 * 284.00
Area of Top = 83,496 Square Feet
Area of Bottom = Inside dike length(bottom) * Inside dike width(bottom)
Area of Bottom = 228.00 * 218.00
Area of Bottom = 49,704 Square Feet
Area of Midsection = Inside dike length(mid) * Inside dike width(mid)
Area of Midsection = 261.00 * 251.00
Area of Midsection = 65,511 Square Feet
Total design volume = [Area of Top + (4 * Area of Midsection) + Area of Bottom] * (Depth/6)
Total design volume = 395,244 * 1.83
Total design volume = 724,614 Cubic Feet
4A. TOTAL DESIGN VOLUME AT START PUMPING ELEVATION OF 45.15 Feet
Area of Top = 81,086 Square Feet
Area of Bottom = 49,704 Square Feet
Area of Midsection = 64,440 Square Feet
Volume @Start Pump = [Area of Top + (4 * Area of Midsection) + Area of Bottom] * (Depth/6)
Volume @Start Pump = 388,551 * 1.72
Volume @Start Pump = 667,012 Cubic Feet
4B. TOTAL DESIGN VOLUME AT END PUMPING ELEVATION OF 42.95 Feet
Area of Top = 73,742 Square Feet
Area of Bottom = 49,704 Square Feet
Area of Midsection = 61,132 Square Feet
Volume @ End Pump = [Area of Top + (4 *Area of Midsection) + Area of Bottom] * (Depth/6)
,Volume @ End Pump = 367,975 * 1.35
C .Jolume @ End Pump = - 496,766 Cubic Feet

Quarter M Farms Page 4
Farm Operator: Charles Brinkley, Rev. 1
Date: 11/24/93
VOLUME CALCULATIONS (continued):
4C. TOTAL DESIGN VOLUME AT PERMANENT STORAGE ELEVATION
Minimum Permanent Storage Depth = 8.10 Feet
Area of Top =
73,742
Square Feet
Area of Bottom =
49,704
Square Feet
Area of Midsection =
61,132
Square Feet
Permanent Volume =
[Area of Top + (4 * Area of Midsection) + Area of Bottom] * (Depth/6)
Permanent Volume =
367,975
* 1.35
Permanent Volume =
496,766
Cubic Feet
5. TEMPORARY STORAGE VOLUME CALCULATIONS
Design Drainage Area = Area of Lagoon (fop of Dike) + Area of Buildings
Design temporary storage period = 180.0 Days
Area of Lagoon = Length at top of dike * Width at top of dike
Area of Lagoon = 300.00 * 290.00
Area of Lagoon = 87,000 Square Feet
Area of Buildings (roof & lot water) = Length of Buildings * Width of Buildings
Area of Buildings = 0.0 * 0.0
Area of Buildings = 0.0 Square Feet
Design Drainage Area = Area of Lagoon (Top of Dike) + Area of Buildings
Design Drainage Area = 87,000 + 0
Design Drainage Area = 87,000 Square Feet
5A. VOLUME OF WASTE PRODUCED
Approximate daily production of manure in CF/LB SSLW 0.00136 CF/Lb SSLW
Volume of Waste = Lbs. SSLW * CF of Waste/Lb./Day * 180 Days
Volume of Waste = 495,720 * 0.00136 * 180
Volume of Waste = 121,352 Cubic Feet

Quarter M Farms
Farm Operator: Charles Brinkley, Rev. 1
Date: 11 /24/93
TEMPORARY STORAGE VOLUME CALCULATIONS (continued)
5B. Volume of Wash Water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Page 5
Vol. of Wash Water = Gallons per Day * Temporary Storage Period / 7.48 Gals./ Cubic Foot
Vol. of Wash Water = 0 * 180
Vol. of Wash Water = 0 Cubic Feet
5C. Volume of Rainfall in Excess of Evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall =
7.0 Inches
Vol. of Excess Rainfall = Design Area * Rainfall Amount
Vol, of Excess Rainfall = 87,000 * 7.0
dol. of Excess Rainfall = 50,750 Cubic Feet
5D. Volume of 25 Year — 24 Hour Storm
Vol. of Storm Rainfall = Design Area * Rainfall Amount
Vol. of Storm Rainfall = 87,000 * 7.5
Vol. of Storm Rainfall = 54,375 Cubic Feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
Volume of Waste Produced =
121,352
Cubic Feet
5B.
Volume of Wash Water =
0
Cubic Feet
5C.
Vol. of Rainfall in Excess of Evapor. =
50,750
Cubic Feet
5D.
Vol, of Rainfall / 25 Yr — 24 Hr Storm =
54,375
Cubic Feet
TOTAL TEMPORARY VOLUME = 226,477 Cubic Feet
l

Quarter M Farms
Farm Operator:
Date:
6. SUMMARY
Charles Brinkley, Rev. 1
11/24/93
Minimum treatment volume — livestock =
495,720
Cubic Feet
Minimum temporary storage volume =
226,477
Cubic Feet
Total minimum required treatment volume =
722,197
Cubic Feet
Total design volume available =
724,614
Cubic Feet
Total temporary volume available =
227,848
Cubic Feet
Design start pumping elevation =
Total Volume at start pumping elevation =
Design Volume less 25 Yr — 24 Hr Rainfall =
Design end pumping elevation =
Total Volume at end pumping elevation =
Design min, permanent storage elevation =
Total Volume at min. storage elevation =
Vol. of Permanent + Temporary Storage =
NOTE: Bottom of Temporary Storage =
the water table elevation of
7. DESIGNED BY:
DATE:
APPROVED BY:
DATE:
John Lenfestey
11 /24/93
t! 3
45.15 Feet
667,012 Cubic Feet
670,239 Cubic Feet
42.95 Feet
496,766 Cubic Feet
42.95 Feet
496,766 Cubic Feet
723,243 Cubic Feet
42.95 Feet is
42.00 Feet
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS: Lt.Ac.✓� j?� /&Y -Cans
W
above
Page 6

i�z U .2
�gu_;,
0tor: BRINKLEY SITE M 2 County: DUPLIN Date: 03/02/95
Distance to nearest residence (other than owner): 2000.0 feet
.. AVERAGE LIVE WEIGHT (ALW)
0
sows
(farrow to
finish)
x
1417
lbs.
= 0
lbs
0
saws
(farrow to
feeder)
x
522
lbs.
= 0
lbs
3672
head
(finishing
only)
x
135
lbs.
= 495720
lbs
0
saws
(farrow to
wean)
x
433
lbs.
= 0
lbs
0
head
(wean to feeder)
x
30
lbs.
= 0
lbs
Describe other :
0
Total Average Live Weight = 495720 lbs
2. MINIMUM REQUIRED TREATMENT VOLLME OF LAGOON
Volume = 495720 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(rF)/lb. ALW = 1
CF/lb. tr-W
Volume = 495720 cubic feet
3. STORAGE
VOLT11E FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL
DESIGNED VOLUME
Inside top length (feet)---------------------
220.0
Inside top width (feet)______________________
500.0
To, of dike elevation (feet)-----------------
94.6
(�
Bottom of lagoon alevation (feet)------------
84.E
F'reeboa'ra (feet) -------------------------------
1.0
Side slopes (inside lagooni _.-________.. _..__.__
3.0
Total design volume using forP10A
prismoidal
SS/E4D1 SS/END^c SS/SIDE1 SS/SIDE2 LENGTH
WIDTH
DEPTH
V�
3.0 3.0 3.0 3.0 214.0
494.0
9.0
-�
AREA OF TOP
LE4GTH * WIDTH =
214.0 494.0 105716 (AREA OF
TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
160.0 440.0 70400 (AREA OF
BOTTOM)
AREA OF MID3ECTiO4
LENGTH « WIDTH • 4
187.0 467.0 349316 (AREA OF
MIDSECTION
4)
CU. FT. = [AREA TOR + (4*AREA MIDSECTION) + AREA
BOTrmv
* DEATH/6
10571>.? 349316.0
70400.0
1.5
Total Designed Volume Available
= 768148 CU. FT.

5N(0Fx\1NPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
220.0 500.0 110000.0 square feet -
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 1100-30.0 square feet - -
Design temporary storage period to be 180 days,..
5A. Volume of waste produced
Feces 8 urine production in gal./day per 135 lb. ALW 1.37
Valume 495720 lbs. ALW/135 lbs. ALW } 1.37 gal/day - 180 days
volume - 905515 gals. or 121058.2 cubic feet
5 ylliume o° wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that 'recirculate
the lagoon water are accounted for in SA.
Volume = 0.0 gallons/day a I D days storage/7. 48 gallons
per CF
Volume = 0.0 cubic feel:
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall. = 7.5 inches
Volume = 7.3 till a DA / 12 inches per foot
Volume = 68750.0 cubic feet
r

SD. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot a DR
Volume = 64166.7 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
121058
cubic
feet
5B.
0
cubic
feet
5C.
68750
cubic
feet
5D.
64167
cubic
feet
TOTAL 253975 cubic feet
SUMMARY
Temporary storage period____________________>
180
days
Rainfall in excess of evapora`.i ar====_______)
7.5
inches
25 year - 24 hour rainfall__________________>
7.0
inches
1.0
feet
Side sl apes=====___________-:_______________>
3.0
: 1
Inside top len gth====—__—_________________>
220.0
feet
Inside top width____________________________)
500.0
feet
Top of dike elevation=====------------------)
94.6
feet
Bottom of lagoon elevation==================>
84.6
feet
Total required volume_______________________>
749695
cu, ft,
Actual design volume========================)
788148
cu. ft.
Seasonal high watertable elevation (SHWT)===)
89.0
feet
Stop Pumping elay.__________________________)
90.8
feet x
I^.-..ist be ) or = to the ohWT elev.====____::_)
6'9.0
feet
Must be ) o. = t;: min. req. treatment al.=)
90.6
feet
Required minimum treatment volume== ===_____)
495720
cu. ft.
VoLcm= at stop pumping elevation=====_______>
508532
cu. ft.
o¢m ci ng elev.________.-________..-.___===i
92.8
feet
Must be at bottom of freeboard 8 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==)
723981
cu, ft,
Volume at start pumping elevation====_______>
704928
cu. ft.
Required volume to be pumped_-___....._______--.>
189308
,•u. ft. e
Actual volume planned to be pumped==:=======)
19E,39E.
cu. ft. x.
liin. thickness of soil liner when raceaired^:::)
1.5
feet
,. DESIGN.!) BY: APPROVED BY:
DATE: DATE: 3/S/79
NOTE: SEE ATTACHED WASTE UTILIZATION PLAIN
COMMENTS

_.,..____==================�RINKLEY SITE#2 -. t .... .
County` =_rN
Date.====__---------------------__= 03102195
.. .,
us[zo nearest resiaence toTner wren owner):
2000 it.
sows (farrow to finish): = ==
sows (farrow to feeder): eder): ___ ________ _ _ _ _ _ _ =>
head (finishingonly):====_ _______—_____=
3672
sows (tarrowtowean):===__-------------
h_ad'.w ..faad -,.----- --------------
Ave. Live Weight for other operations(lbs.)=:
Storage volume for sludge accum. (cu. ft)'=� •
Treatment Volume (min. 1 cu. ft.11b.)=======:,
1.0
25 Year - 24 Hour Rainfall (in.)___ _ _ _ _ _ _ _ _ __
7.0
Rainfall in excess of evaporation Qn.)===__ _.
7.5
Drainage area of buildings & lots (sq. ft.)=:-.
Volume of wash water (gallons/day) ==== === = ==::.
Temporary storage period (days)=============>
180
Freeboard(ft.):________________________
1.0
Side slopes (nsidelagoon).________________::.
3.0:1
Insidetcplength(ft.):____________________'
220.0
Insidetopwidth (ft.):_____________________:-
500.0
Topof dike elevation (ft.):________________.
94.6
Bottom oflagoon elevation (It):===________:
84.6
Seasonal high water table(SHWT) elev.(ft):=s•
89.0
Total required volume:===== ______= 749695cu. ft.
"TOTAL VOL O.K.**
Actual design volume :=====_ ______= 788148cu. ft.
105.13%
Stop pumping eL(:.• or = to 89.0 t'.SHVJT) :•
90.8
(:_ or = to 90.6 ft.Min.)
Required minimum treatment volume: 495720 cu. ft.
**TRMT. VOL O.K**
Volume at stop pumping elevation: 508532 cu. ft.
102.58%
Start pumping elev.:_____________________=
92.8
-Volume at start pumping elevation: 704928 cu. ft.
*NSTORM STOR. O.K.x"
Actual volume less 25yr-24hr rain: 723981 cu. ft
10210%
NOTE: Verify that temp. storage is adequate:
Req. volume to be Pumped: ====:_• 189608 cu. ft.
*" TEPJIP. VOL O.K."
Actual volume to be pumped.==:_ 196396 cu. ft.
103.47%
ra

id
id
im
PR0.ECP. CHAf4EBBRIN<LEY
ffiLE:ST-VI-cK.wKsi
AEP NO.:
SHEET: 1
�
1 rr:_ G-Z0 p'� .AHD
DATE: 0W02M
CHECKED BY: JNT
DATE:
V"JJAA `^li D__.,.. PTICX::
OUPLIN COUNTY
STAGE - AREA -
VOLUME MODEL
EL' a' TON
�wvn vry
A
I .cP. VOL
auN1uL. VOL
94.6
67,950
85.0
69,636
27,517
27,517
86.0
73,900
71,768
99,295
87.0
78.247
76,069
175,354
88.0
82,646
80,442
255,795
89.0
87,127
84,887
340,682
90.0
91,690
89,409
430,090
91.0
96,304
93,997
524,087
92.0
101,001
98,653
622,740
93.0
105,770
103,386
726,725
94.0
I
110,611
1 C8,191
834,316
94.6
113,550
67248
901,564
END PUMP = _ _ _
:_. 90.80
FT 505,288 CU FT
- 505,288 CF
START PUMP = _ _
> �92 80
FT 7 CU FT
! - 200,160 CF
IFREEBOARD = _ _
_ 93.60
FT 79i,040 CU FT
- 85,591 CF

tp stor::IC S P'it MS 93 County: DUPL:PI
Date: 07/02/96
ce to ne rest residence (other than owner):
1500.0 feet
.. AVERM3Z L:V'E WEIGHT (ALW)
0 sows (farrow to finish) x
1417 lbs.
_
0 lbs
0 sews Cfxmnw to feeder) x
522 lbs.
_
0 lbs
3672 head (finishing only) x
135 lbs„
_
495720 lbs
0 :; owa (F.nc,: to wear4 x
433 ales.
_
0 IN
0 heat (wean to fesuer) x
30 ics.
_
0 lbs
Desc,, ite ochar
Tntal Fivernge
TiVL Wei
ght
495720 lbs
., i''IININUh RIEUIJIRi_L 1nEATNENT 4O,.1' .E ,., L.;f_GO'N
Volame = 495720 lbs. RLW x T'.eatment
Volume(Cf)/lb.
A;
W
'I ezo;.Tlant RLW :::
:
Cf/Ib. iiLoJ
volume -: Jsr2l1 cub<c fee-
Vc iu:a.t <.'1. qI cui>ir. 'f� et
. IUTHI.. i)ELSiti Y[3% 'l U:_aric
Inside cop i ngtn (reet) ......_
........
w
N id- :;op width (feet) ..... .. .....
......._
33ii. •u
Top of dike elevation ('feet) ..... ..........__.
_._____......
107. '.
3.a400n elevz,ti.;::n ifao,;._...............__...
.......
;..; ,. ...
Size naopav
'G'e;.L CI?SJ. g'Y': VLiU01a
LLNM A I. WiDTA
LEMITH * WIDTH -
r_84.0 210..4' .;. ^:': :3%
(i`f;::ili OP'
U'U7'iO D
Riiicn JP •. _. .__371 OPI
_EMOTH 00 WIDTH 4
.311.0 297..0 3u inub
"R EA CJ:'r
,:1DSECTIMI
m 4)
CU. .. ' EAREA
A u,a',:176
109512.0 369,166. 0
?SG60.0
1.5
il,S3•i`JY7 1:U. ri..

TEMPORARY STORAOE REf.,'UIRED
AREAU
Lagoon (top of dike)
Length n Width :m
3421. (a 330.0 113520.0 square feet
fiuij.dinEis (roof and IwU water)
0.0 SqUATO Mau vescH.0e this area.
TOTAL DO cigquare feel,
Iasi,. temporary storazle. period co oe i80 days.
FeMS & urine production in gal./clay par 135 It. ALW 1.37
Volume 495720 Us. AQW335 Its. ALIA . 1,37 Eel/day 130 days
volume 925515 gal" or 121053.2 ..,Ain fout
Voolume of wam ww**;,
fhle is the aA10L;nL Of Wcll7er Used far .1 f.1001'S o'r Yaiullle
of flov wabav used Yap a flush nyalvem Fluli Lhm,;
WZItV.1' are acoounlcad fr:i, a�' -,'I.
—L.K, cww ;lays gallor;v'
per CF
C.0 cu—c: reat
of :-n exr.aSs of
pui,i,;J o.;ma whmn rainfall. Fv-%!)aPa!;ia1-' by amou;ak--
!""0 days P.ai.nfal." ,. _'c
oA,ic rE•et
w

�✓ r,,VU i Wl�a Q f a S y a, r - f2 '1 t! L U r S L Q i FI)
7.5 L2 inclha ..=s W-1
7 '01 0 U b I U F"i
OiRL REQUIRED 1EMPORARY STORAGE
cubic f �. e t
SD. 709tL7 CLL-ic'(cat
101 rlCEl.";6c.Z6 uL,bic feat
r.-u i _7
Z,v 'TA) Lp,&,J To rol-Ly Aecw..sr F6R- PA,A PAu C4p7v".

w
n MI14Ke...G
%
B 4,19
FARMS
+' ?u
- E--vL-CA.INQ)
i STAGE -
AREA
- VOLUME MODEL
cI cWFON
AOCA
I1+1f'O Ifni
11
CI nnIUL. VOL
07.5
C
73,311
98.0
0
75,149
37,115
37.115
�19.0
0
78A79
77,014
114,129
0.0
0
82.680
8'0,780
194 �C9
- 101.0 '-0
86,554
84,017
_.279,526
..
j
1 103.0
0
94.5117
:�.50G
4wi.74'0
i
104.0
0
98.607
CI
557122
.&32
Cpl.
0
1r123,aS
trnn8
E57,210
.1 1 r R f,
VI.V
!1
V
t 1 t "no
11 I.bV
1(IC G.�
>,1J
TI i.(1
0 ti'JV
1 I07..5
y
0
I13,408
56,`09
92�'" 0
y
y
5
9
I
1
[1
3
9
ErdD FTAF _ _ =
103.50'
FT
E08.84I ;
CU FT
1
START r'U^ ° _ _ _
-
10530.
r
731 24r-
CU F1
j 1ZREE&DARD= _ _
:>
10c.h0;
R
51T'272
C!1 rr

EMERGENCY ACTION PLAN
PHOW NiIMRFRS
DWQ 9/o-395--390o
EMERGENCY MANAGEMENT SYSTEM 9/0 - 196 - d/ 6 0
SWCD 910-A9t -Bldo - --
NRCS 9/0-a96 - A1A1
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible location for all
employees at the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation, this may or may not be possible.
Suggested responses to some possible problems are listed below.
A. Lagoon overflow -possible solutions are:
a Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include:
a Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers -action include:
a Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps-
D. Leakage from flush systems, houses, solid separators -action include:
1 December 18, 1996

a. Stop recycle pump.
b. Stop in ignition pump.
c. Make sure no siphon occurs.
- d. Stop all flows in the house, flush systems, or solid separators.
e. Repair all leaks prior to restarting pumps.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flow
a. Dig a small sump or ditch away from the embankment to catch all seepage, put
in a submersible pump, and pump back to the lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill holes
and compact with a clay type soil
c. Have a professional evaluate the condition of the side walls and lagoon bottom
as soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off of the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours, call your DWQ (Division of Water Quality) regional office,
Phone - - . After hours, emergency number..919-733-3942. Your phone call
should include: your name, facility, telephone number, the details of the incident from item
2 above, the exact location of the facility, the location or direction of movement of the spill,
weather and wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. 1f spill leaves property or enters surface waters, call local EMS phone number -
c. Instruct EMS to contact local Health Department.
d. Contact CES, phone number - - , local S WCD office phone number - - , and
local MRCS office for advice/technical assistance phone number - -
4. If none of the above works call 911 or the Sheriffs Department and explain your problem
to them and ask that person to contact the proper agencies for you.
2 December 18, 1996

5. Contact the contractor of your choice to begin repair of problem to minimize off -site
.....damage.
a. Contractors Name:'f�"'�^'�' Se�r^�S ��•
b. Contractors Address: I2S 9 Nc a41 t to ty Q ,� y{iQ ^tom
c. Contractors Phone: Z5 2- sbfi- Lb�$
6. Contact the technical specialist who certified the lagoon INKS, Consulting Engineer, etc.
a. Name: "�'+ se"I et Gf.' Kenner.Qy
b. Phone: L Sz.. 9-6g - }b.{8
7... Implement procedures as advised by DWQ and technical assistance agencies to rectify
the damage, repair the system, and reassess the waste management plan to keep
problems with release of wastes from happening again.
3 December 18, 1996

Insect Control Checklist for Animal Operations
Source Cause BMPs to Minimize Insects Site Specific Practices
Liouid Svstems
Flush Gutters • Accumulation of Solids Flush system is designed and operated sufficiently to
remove accumulated solids from gutters as designed;
0--"Remove bridging of accumulated solids at discharge
Lagoons and Pits • Crusted Solids Maintain lagoons, settling basins and pits where
peal breeding is apparent m mmimize the crusting
ofsol ids to a depth of no more than 6-8 inches
over more than 30%of surface.
Excessive Vegetative • Decaying vegetation 9/'Maintain vegetative control along banks oflagoons
Growth and other impoundments to prevent accurnulmion of
decaying vegetative matter along water's edge on
impoundments perimeter.
Feeders • Feed Spillage O Design, operate and maintain feed systems(e.g.,
bankers and troughs) to minimize the accumulation
decayingg asta e.
O eanupspi age �narouone basis (e g.,7-lOday
interval during summer; 15-30 day interval during
Feed Storage • Accumulation of feed residues 0 Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's in and similar high moisture grain
O ggFg{ r and remove or break up accumulated
solids in filterstripswound feed storage asneeded.
AMIC- November 11, 19%, Pace I

BMPs to Minimize Insects Site Specific Practices
Source Cause
Animal Holding Areas • Ammulationsofanimalwastes
❑
Eliminate low areas that trap moisture along fences
and feed wastage
and other locations where waste accumulates and
disturbance by animals is minimal.
❑
Maintain fence news and filter snips around
animal holding areas to mini min; accumulations
of wastes (i.e. inspect for and remove or break up
accumulated solids as needed.
Dry Manure Handling • Accumulations of animal wastes
❑
Remove spillage on a routine basis (e.g., 7-10 day
Systems
interval during summer; 15-30 day interval during
winter) where manure is loaded for land application
❑
Pr#adequate drainage around manure
stockpiles.
❑
Inspect for an move or break up accumulated
wastes in filter strips around stockpiles and manure
' handling areas as needed. _.
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC
27695-7613
AMC - November 11, 1996, Page 2

Swine Farm Waste Management Odor Control Checklist
Source
Cause
BMPs to Minimize Odor Site Specific Practices
Farmstead
•
Swine Production
L_3//Vegetative or wooded buffers;
6 "Recommended best management practices;
C3/Goodjudgement and common sense
Animal body surfaces
•
Dirty manure -covered animals
R�Dry floors
Floor surfaces
•
Wet manure -covered floors
Gi Slotted floors;
MB Watcmrs located over slotted floors;
0 Feeders at high end of solid floors;
O�Scrape manure buildup from floors;
t—YUnderfloor ventilation for drying
ManureMane collection pits
•
Urine;
Er/Frequent manure removal by flush, pit recharge, or
•
Partial microbial decomposition
scrape;
B' Underfloor ventilation
Ventilation exhaust fans • Volatile eases; t-d"'Fan maintenance;
• Dust CKEfficient air movement
Indoor surfaces • Dust 01�Washdown between groups ofanimals;
O Feed additives;
O Feed covers;
O Feed delivery downspout extenders to feeder
covers
Flush tanks • Agitation of recycled lagoon liquid Cl Flush tank covers;
while tanks are filling O Extend fill to near bottom of tanks with
Flush alleys • Agitation during wastewater O Underfloor flush with underfloor ventilation
Pit recharge points • Agitation of recycled lagoon liquid O Extend recharge lines to near bottom of pits with
while pits are filling anti-siphonvents
Lift stations • Agitation during sump tank filling 0 Sump tank covers
and dmwdown
AMOC - November 11, 1996, Page 3

Source
Cause
BMPs to Minimize Odor Site Specific Practices
Outside drain collection or
•
Agitation during wastewater
❑ Box covers
junction boxes
conveyance
End of drainpipes at lagoon
•
Agitation during wastewater
❑ Extend dischargepointofpipes underneath
conveyance
lagoon liquid level
Lagoon surfaces
•
Volatile gas emission;
Q� Proper lagoon liquid capacity;
•
Biological mixing;
1211' Correct lagoon startun procedures;
•
Agitation
I' mimum surface area -to -volume ratio;
inimum agitation when pumping;
❑ Mechanical aeration;
❑ Proven biological additives
Irrigation sprinkler nozzles
•
High pressure agitation;
"eate on dry days with little or no wind:
•
Wind drift
&iMinimum recommended onemtine pressure:
®'�Pumo intake near lagoon liquid surface:
❑ Pump from d stage latmo
Storage tank or basin
•
Partial microbial decomposition;
❑ Bottom or midlevel loading:
surface
•
Mixing while filling;
❑ Tank covers:
•
Agitation when emptying
❑ Basin surface mats of solids:
Iadditivm
Settling basin surface
•
Partial microbial decomposition;
f7 Provenh' 1 or oxidants
❑ Extend drainpipe outlets underneath liquid level;
•
Mixing while filling;
fl Remove settled solids regularly
•
Agitation when emnrvine
__...._.....__
Manure, slurry or sludge
• Agitation when spreading;
ff/Soil injection of sluny/sludges;
spreaderoutlets
• Volatile gas emissions
f4" Wash residual manure from spreader after use;
M Proven biological additives or oxidants
Uncovered manure, slurry
• Volatile gas emissions while
R� Soil injection of slurry/sludges;
or sludge on field surfaces
drying
rl� Soil incorporation within 481us.;
rl� Spread in thin uniform lavers for maid divine:
f7 hinhigical cidatives
Proven or midents
f1 Proper disposition of canvasses
Dead animals
• Carcass decomposition
AMOC - November 11, 1996, Page 4

Source Cause BMPs to Minimize Odor
Site Specific Practices
Dead animal disposal pits • Carcass decomposition n Complete covering of carcasses in burial pits;
n Proper location/construction ofdisposal pits
Incinerators • Incomplete combustion n Secondary stack burners
Standing water around • Improper drainage; tB/rade and landscape such that water drains away
facilities • Microbial decomposition of from facilities
organic manor
Mud tracked onto public • Poorly maintained access roads Farm access road maintenance
roads from fans access
Additional Information:
Available From:
Swine Manure Management; .0200 Rule/BMP Packet
NCSU, County Extension Center
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet
NCSU -BAE
Swine Production Facility Manure Management: Pit Recharge - Lagoon Treatment; EBAE 128-88
NCSU - BAE
Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treatment; EBAE 129-88
NCSU - BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-88
NCSU - BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
NCSU - BAE
Controlling Odors from Swine Buildings; PIH-33
NCSU - Swine Extension
Environmental Assurance Program: NPPC Manual
NC Pork Producers Assoc.
Options for Managing Odor; a report from the Swine Odor Task Force
NCSU - Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO 107, 1995 Conference Proceedings
Florida Cooperative Extension
AMOC -November 11, 1996, Page 5

VeMWn—November 26, Mia
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
- - -- Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
a a 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 be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DIED under GS 15A NCAC
1313.0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
Q a A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DED.
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 8 Consumer Services (G.S. 106-649.70).
❑ Q Any method which, in the professional opiniomof 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).
oMass 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 NCDABCS 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 rotes as specified by the State
Veterinarian.
• Burial must be.done in accordance with NC General Statutes and NCDABCS 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 Nimm/p�orary, procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm Owner/Manager Date
3-2-7
Signature of ethnical Specialist Date

SF'(.. ..1.. Or. 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
FOUNDATION PREPARATION:----------------------------
T..e foundation. area of the ...1ag. ion embankunent..and . building pad shall .be.
cleared of trees, l.oys, stumps,. -roots, brush,. .boulders, sod . and rubbish.
Sati.sfacto•ry .disposition wi11..be made of all.debt. it. The topsoil f•rom......
the iag.o.60 and pad a:re.a shouldbe. stripped and. stockpiled .for. use. on
0. a dik.e.. aiid pad . areas. After stripping, the . foundation area o.f. the
lAlor;n embankment. aiid..bui.ldin.g.;iad. shal.T...be. thoro.ugh.ly: loosened .prior
..to :placing. -the first..lift of. fill .mater.i.al to get. a good .bond.
EXCAVATION AND EARTHFILL PLACEMENT:
--------------
Tlip completNd excavation and ea shall conform. 'to the lines,
.....................................................................................................................................................................
grades, and ..elevations .shown . on the plans. ... Ea•r.thf.il.l.. material ..shall .................................
be free of eiate•r:i:al such As so+di roots, frozen soil, stores ove';
iiic,5.e.s...i.n..d.iamet.er.,...and..oth.e.r..object.i.o.riab1.e..mateci.a.l.,.....To..th.e...exi To -the -extent .................................................
the.y...a.;.e...quita.ble.�...ex.c.av-ta.terJ...niaf.? r ia.1.5..=.a;7.. b.e...used... a.s... f i.1.1........ The. ..r..i.............................................................
shall be b•r ot.tght ,gyp in approximately horizontal layers not to exceed. 9............. ................
inch.es...1.n..thicx.ness...wher,...lo.o.s.e...and...pri.].r..tG compaction .;.....Each ...layer ............................................................
..w.i.l.l... b.e..compacted ...by... complete coverage with the hauli.ng...and ...spreading
............................................................... .
...............................................................................................................................................................................
equipment or standard tamping -roller a•,. other equivalent methlod.
Compaction Will be consid.�•red c.dequate when fill material is observed
to consolidate to the point that settlement; is not readily detectible.
;TOTE THE SPECIAL REQUIRE11ENTS FOn PLACEMENT CF LINERS .IN THE LINER
SECTION OF THIS SPECIFICATION. Tire emb.Aiik.me`n, of `the. iagoor, shail be
insta.11ed...using .the more imp.e•rv.io!ts . materials from therequired. requi•red..
excavations.. Construction of fill .heights shall include 5 percent for
settlement. Dikes over :11.5 feet in hei:rht and with C-M impoundment.
c ap a:oi",y .of .10 acre- feet or. more fall !t'n-je'r thq jur.i.sdicvian of the NC.
Dam Safety...Law. The.hei-ght is defined as the difference in elevation
friiiq. fh,�. (.:0115t7!'.Cte''c ghto. 1^;:a do'VnSFrear, .:tG3 of tln..jit::B.
f�,e apt ::.:��, sr;nl bz...%t :en uri;�g co;1s .r!t,_. io;� to preven t excessive.....................................................
r i ,l=iCr, and. sedj iPientatioii:
. �..,_.. r �.. T ,; r n, . .
TXE MINIMUM REQUIRED T•HICENESS SHALL BE i..
......................................................................................................................
NOTE: LINERS (PARTIAL OR ..F URA—.)...VRE... REQUIRED WHEN THE ATTACHED SOILS ......................................
:['rtit�=STTGATTO i.E;=°GR.T " ? ?�% n:[CATES..OR..G, HEI,l..U.NBUTTAFLF..MATERIAI I.S..................................................
ENCC°'UNT"RED D.UIRIN0 CONNST DICTION.... A..TYPI.CAL CROSS SECTION .OF..THE . LINER............................... .
IS INCLUDED IN THE DESIG'Xi WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
.............................................................................................................................
When a•re.as...o.f..!ins.ui.tetale..m.s�.t.e.rial..ar..e.. izcot!n':ere.,...th.e....vii1.1...be..)v.e.r.......................................................
aval-e'd balow fii;ish g•,-ade -to the spe(.i fied depth as mi--2as!t-red
�erp.e;;diciila'r to. the finish grade. The found'ation shill be backfilled
as specified to .9 �:a'ie... w.i:th...a SCS.. LAp.p.rov:.d nidre;•... i.' .1.... (.l.e.. -.. -..EC.. H.>...........................................................
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE. PLANS FOR SPECIAL
COIKSIDERAT 10,11;s.

r i Sig( ' 2 OF ;R
Sail .liner material shall came from an approved barrow area. Tile
minimum water content of the liner material shall be optiaAtm moisture
CoWbent w` ii_n 'rei tes to that moist.i.re co,.:te::': when the soil is kneaded
it the Mind it will form a hall w`sich does not readily separate. Water
,sail b- ads sd tc boi,'row as necessary to insure p'rape'r moisture Content
during placLmein': of the li1ier. The moisture content of the liner
material shall rD be less thali optiv-.1:r water content during placement.
The maximum water content relates to the soil material being ton wet
for efficient L►se of hauling equipment and proper compaction. Proper
co,3pacticli of the liner includes placement in S inch lifts and
compacted to at least 90 percent of the maximum ASTM DGS8 Dry Emit
Weigh" of the liner material. When smooth or };-ard, the previous lift
;;tall be scarified a3,d r3uistenesij as 'needed be M-re pl4auemelit of the n xt
gift,
The single most important factor affecting the overall compacted per,ie-
ability of a clay li3;er, other than the type of clay Lised for the
liner, is the efficient constructiotii processing of the compacted lin7':
The %8quarce of equipment use and the -routing of equipment in an estab-
lished pattern helps assure u-niformit; in the whole plaesmarst and
compaction process. For most clay soils, a tamping r'r sheep s foo`
roller is the p-referable type of compaction equipment.
Tire soil liner shall btr protected Fiore th ,# :sch:.3'rge o., caste out-*.c s
pipes. This can be done by using some type of energy dissipato'r i-rocksl
o',- using fie„ible co.([:lets on ;paste pipes.
Alternative, to soil li.ne'rs are synthatic liners and bento'rri.te seal- .
Wht,_1 theca are specified, additional consl:rui_-tioii p?cific•vt--Lons a'.-e
included with: thiis Construction Specification.
CGTrFF TRENCH
A cutoff t'rench shall. be const-i acted under the e.sitankment area when
shown io-n a typical cross section Ln the plans. Tr, e f: real depth :-f ',;h R
:i.L.,) f yt �` t(':; 11 bta {'e�_:?rmii-Rd �f ot-servAtion of the fo,,;"r�_itiorr.
iirarr'1-tt.l �.
UEOETA T 10111 :
aad oth.a-r iba-a a,reaB shall sic
;``- l` . �: - ,'s t,� = t7 r Veget-1 t1:?]l Ct.S Soon as _ a.L'•i s4 i ue-r c{lirs sic"
viol] t4cco:-di►:g to th=? seeding specificatio3z„ Topsail shc:tld be pla ecr•
-Pi --rea; of ndike and pad to Ile_ iau'd. Tefirpo'rary seeding or mulkh
Shall to utie if the recommended pe,fwarfe'.ntv vegi—,;:,at�ioo is o-A of season
fo,-, leading. Permanent vegetat-ort <shotkld be established as soon
as po55ihle during the next perio9 of .ppseeding c!ates.
f{F3110Q'f L OF EX 4S TINZ TILE DRAINS
--------------------------------
W11kll 4i z d"air-'s area the the will be to it aiil'i1.rtum
`n ie-t be -_':1: t:,,e cuts:Cis -too +vf slop E?i t::r_ dike. me tllc:
trench shtill bs bacAfi.11el ifnd compact -ad with good nlAte-Pial such as
Sr-, Ct, o- H.

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

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

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

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

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

d
Possible Causes of Lagoo©' Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure. Types
of failures include leakage through the bottom or sides, overtopping, and breach of the
dam. Assuming proper design and construction, the owner has the responsibility for
ensuring structure safety. Items which may lead to lagoon failures include:
Modification of the lagoon structure ---an example is the placement of a pipe
in the dam without proper design and construction. (Consult an expert in
lagoon design before placing any pipes in dams.)
Lagoon liquid levels ---high levels are a safety risk.
Failure to inspect and maintain the dam.
Excess surface water flowing into the lagoon.
Liner integrity ---protect from inlet pipe scouring, damage during sludge
removal, or rupture from lowering lagoon liquid level below groundwater
table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large discharge
of wastewater and possible clam failure.