820709_Application_20221110

October 28, 2022
L
CAVANAU G H
Christine Lawson
RECEIVW
NCDEQ Division of Water Resources
1601 Mail Service Center
Nov 10 2022
Raleigh, NC 27699-1601
NO DEQIDWR
Subject: H&C Farm
C9nW Office
Facility #82-709
AWS820709
Modification to Swine Digester
Animal Waste Management System
Dear Ms. Lawson,
Cavanaugh & Associates, P.A., on behalf of the farm owner, hereby submits the following application to
NCDEQ Division of Water Resources for review of the New Swine Digester Animal Waste Management
System application package for H&C Farm. The subject project is located in Sampson County, North
Carolina.
To facilitate your review of the enclosed documentation, the following is an itemized breakdown:
1. One (1) original 'Animal Feeding Operations Permit Application Form; State Digester General Permit -
Farm Digester System'.
2. One (1) copy of the engineering calculations.
3. One (1) copy of a detailed narrative of the Swine Digester Animal Waste Management System.
4. One (1) copy of the FEMA FIRM map labeled with the 'Proposed Digester Site'.
5. One (1) copy of the permit form Section 3.6 components.
6. One (1) full-size set of the digester system plans, as well as one (1) 11"x17" set.
Please do not hesitate to contact our office should you have any questions, comments, or require any
additional information.
Regards,
Cavanaugh & Associates, P.A.
- � ��ncti
Jeff P. Cappadona, P.E.
Attachments
cc: Farm Owner
Cavanaugh & Associates, P.A. PO Box 11197 Winston-Salem, NC 27116, 1-877-557-8923, www.cavanoughsolutions.com

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Feeding Operations Permit Application Form
(THIS FORMMAYBE PHOTOCOPIED FOR USE ASAN ORIGINAL)
State Digester General Permit — Farm Digester System
1. GENERAL INFORMATION:
1.1 Facility name: H&C Farm
1.2 Print Owner's name: P Jart Hudson
1.3 Mailing address: 1240 Cabin Museum Rd
City, State: Turkey, NC Zip: 28393
Telephone (include area code): (^� - Fax:
Email:
1.4 Physical address: 1240 Cabin Museum Rd
City, State: Turkey. NC Zip: 28393
Telephone number (include area code): O -
Latitude 35.011463' Longitude-78.182833' (Decimal Degrees from Google Earth)
1.5 County where facility is located: Sampson
1.6 Facility location (directions from nearest major highway, using SR numbers for state roads): From the intersection of NC 24
and Union Rd. in Turkey, NC joff of Exit 364 on I-40 head north on N. Main St. for 1.0 miles continue on Cabin Museum
Rd. 0.3 miles, farm entrance will be on the right.
1.7 Farm Manager's name (if different from Landowner): Richard Clifton
1.8 Lessee's / Integrator's name (if applicable; circle which type is listed): Smithfield Foods
1.9 Facility's original start-up date: Date(s) of facility expansion(s) (if applicable):
1.10 Design Contact name: Jeff Can . a� dona Phone [phone] Email: ief&e .ca adon u:cavana hsolutions.com
2. OPERATION INFORMATION:
2.1 Facility number: 82-709
2.2 Operation Description:
Please enter the Design Capacity of the system. The "No. of Animals" should be the maximum number for which the
current swine waste management system is permitted.
Type of Swine No. of Animals Type of Poultry No. of Animals Type of Cattle No. of Animals
❑ Wean to Feeder
® Feeder to Finish 7,040
❑ 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:
❑ Layer
❑ Non -Layer
❑ Turkey
❑ Turkey Poults
❑ Beef Brood Cow
❑ Beef Feeder
❑ Beef Stocker Calf
❑ Dairy Calf
❑ Dairy Heifer
❑ Dry Cow
❑ Milk Cow
No. of Animals:
FORM: AWO-STATE-G-DIGESTER-7107/2022 Page 1 of 6

3.
Barns to Digester Pump Station (IPS-C)
8"
81u0�
41
C.2.15.1
1
Barns to Digester
Pump Station (IPS-D)
10"
each 10 pump)
59
C.2.15.1
Digester to Secondary
Pump Station (EPS-B)
6"
390
32
C.2.15.1
1
Secondary to Tertiary Pump Station (TP-B)
F 6"
310
39
C.2.15.1
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.
ApplicanCs Initials
3.1 One completed and signed original of the application for Digester Animal Waste Management
System Application Form.
I
3.2 A general location map indicating the location of the animal waste facilities and field locations r
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 = > 2500 feet
3.3.4 All proposed digesters to property boundaries > 500 feet OR no closer than existing setback.
Existing setback = > 500 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. 1
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 CAWW forpermittingpurposes:
liar Jt.
3.6.1
I
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
FORM: AWO-STATE-G-DIGESTER 7/07/2022 Page 3 of 6

3.6.14 Mortality Control Checklist with the selected method noted
3.6.15 Lagoon/storage pond capacity documentation (design, calculations, etc.); please be sure to include any
site evaluations, wetland determinations, or hazard classifications that may be applicable to your
facility
3.6.16 Site Specific Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your
submittal. (Composting, waste transfers, etc.)
4. ENGINEER'S CERTIFICATION:
I, Jeff Cappadona (P.E. representing Owner's name listed in question 1.2),
attest that this application for H&C Farm (Facility name listed in question 1.1) has been reviewed by me and is accurate and complete
to the best of my knowledge. I understand that if all required parts of this application are not completed and that if all required
supporting info ition and attachments are not included, this application package will be returned to me as incomplete.
Signature n.• Date b tl ' 10 - L 1
Engineer's Seal

5. FARM OWNER/PERNUTTEE CERTIFICATION:
I, Jart Hudson (Owner/Permittee name listed in question 1.2), attest
that this application for H&C Farm (Facility name listed in question 1.1) has been reviewed by me and is accurate and complete to the
best of my knowledge. I understand that if all required parts of this application are not completed and that if all required supporting
information and attachments are not included, this application package will be returned as incomplete.
Signature
Date 2022-9-20
6. MANAGER'S CERTIFICATION: (complete only if different from the Farm Owner)
(Manager's name listed in question 1.7), attest that this
application for H&C Farm (Facility name listed in question 1.1) has been reviewed by me and is accurate and complete to the best of
my knowledge. I understand that if all required parts of this application are not completed and that if all required supporting
information and attachments are not included, this application package will be returned as incomplete.
Signature �` uDate 2022-9-20
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER RESOURCES
WATER QUALITY PERMITTING SECTION
ANIMAL FEEDING OPERATIONS PROGRAM
1636 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1636
TELEPHONE NUMBER: [phone]
FORM: AWO-STATE-G-DIGESTER-7/07/2022 Page 4 of 6

New Swint Digester Animal Waste Management System
THE COS- IPLETED A.'PLICA T ION PACICAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SE"N' TFOL LO'v1 i.P,G AZjDRESS:
NORTH CAROLINA DIVISION OF 'NATE:r'. RESOURCES
WATER. QUALITY PERMITTING SECTION
ANIMAL FIE DENG OPERATIONS PROGRAM
1636 MAIL SERVICE CENTER
I1ALEIGH, NORTH CAR-OLTNA 27+699.4636
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
7. SURFACE WATER CLASSIFICATION:
This form mu:gt be compietred by the appropriate D WR regional office and inckuded as a part of the
project submittal information.
1NSTRUCTIC)NS TO NC PROF I{SSIONALS:
The ciassification of the downslope surface waters (the surface waters that any overflow from the facility wajld flow toward) in
which this aninial waste management system will be operated must be determined by the appropriate DWQ regional office.
Therefore, you are required, prior to submittal of the application package, to submit this form, with items I through 6
completed, to the appropriate Division of Water Resources Regional Operations Supervisor (see page 5 of 5). At a minimum,
you must include an 8.5" by 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 Farm Name: Fi&C Farm
7.2 Name & complete address of engineering firm: Cavanaugh. 1213 Culbreth Dr.. Wilming-ton, NC 28405
Telephone: [phone] Fax: ( ) - Email: gus.simmons cavanauglisolutions,com
7.3 Name of closest downslope surface waters: UT to Turkey Creels
7.4 County(ies) where the animal waste management system and surface waters are located: Sampson
7.5 Map name and date: Faison. 2019
7.6 NC Professional's Seal (If appropriate), Signature. and Date: On Map
TO: REGIONAL OPERATIONS SUPERVISOR
Please provide me with the classification of the watershed where this animal waste management facility will be or has been
constructed or field located, as identified on the attached map segment(s)/:
Name of surface waters: U. % %a Tv�'E47
Classification (as established by the Environmental Management Commission):�'V/
Proposed classification, if applicable: —Adh
Signature of regional office personnel: Date:
(All attachments must be signed) eow a
RECEIVE'
NOV 10 2022
Page 5 of 6
9'*

NEW DIGESTER
0 �..
Z
(#1) UNNAMED TRIBUTARY
TO TURKEY CREEK
z
H&C wo
FARM g
--LL1 .
-�6L'. --a-
NAME OF STREAM
ISTREAM CLASS
STREAM INDEX
1
UT TO TURKEY CREEK
C; Sw
18-68-2-6
2
TURKEY CREEK
C; Sw
".....
LATITUDE:
LONGITUDE:
BASIN:
MAP NAME & #:
35°00'46.0"N
78°10'57.0"W
CAPE FEAR
FAISON,NC 2019
WATERSHED CLASSIFICATION MAP
BF GRADY BIOGAS COLLECTION
H&CFARM
OWNER: P JART HUDSON
°\

=
(#2) TURKEY CREEK
LOCATION
NOT TO SCALE
CAVANAUGH
Stewardship through innovation 4(of
Cavanaugh & Associates, P.A. 1213 Culbreth Dr.
Wilmington, NC 28403
[phone] Fax. [phone] www.cavanaughsolutions.com
PROJECT #. BE19.006
DRAWN BY: LJL
BD 1. SCALE. 1 "=600'
DATE: 2020-03

Waterbodies Tree x
n: ia - cape F&af Drainage Area
5i e Fear
cap ..
. .......
BO*th By dame cf Siream search F Isix cans crook
----------
Six Rum Creek
From source to Quewiffle Swamp 18.68.24U) C;SW
- --------------
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Kings
F.."
ChfiozL Branch From source to Kings Branch 8-68-2-0.5-1 C;SW Active
8-68-2-1 C�W
Hoe Swamp From source to Six R k 71 ;'09JOII1974 Active
Mill Swamp From source to Six Runs Creek 18 -68-2-2 jc�w 0910111974 Active
Gfflmare Swamp. Y m source to Six Runs Creek 8-68-2-3
070111973 :Active
Terimile Swamp From source to Six Rums Creek ::18-68-2-4
. ........... r5
OW0111973 clive
Beaverdarn Swamp m source to Six Runs Creek 1'18-68-2-5 07AIlIM3 Active
Hicks I U8
IFBranch From source to y Creek 1 -2-6-1 C�Sw 040111959 Active
-
Mill Run ILIS-68-2-7 040111959 Active
L"Fromsmuce to Six Runs Creek
Rawaris Brauch (-'hes b� From sourc e to Six Runs Creek K 18-68-2-3 040111959 Active
BUUBMUch Frozasourceto SixRurisCreek 118-68-2-9 C,W 04(0111959 • Active
Active
Stewarts Creek From sonce to Six Rums Creek 0 0710111973 Active
M]
BuckhellCnek From sauce to Stewarts Creek -68-2-10-1 C5W 100111973 Vctrm
18
A7
Carltord n source to Stewarts Creek 18-68-2-10-2 C;Sw 0710111973 Active
�Ac
-----------
From source n7fn
r TDI/1973 I
Bakers Branch T— to Carltorks Mill R= -2-10-2-1 C;SW 107JDI/1973 Ac
3 Caw
MiUers Creek From source to Stewarts Creek68-2-11 1109110in 4 ,;Active
.... ...... . UNIFORM
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... .... .. .
nis
.... .... . .. ... ....... . ..........
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to 10 2W
ntrat4(; [)EQ/DNNR
office

Swine Farm Waste Management —'l9dar Control Checklist Permit No.:
Date:
-
INSTRUCTIONS FOR USE Owner Signature:
♦ Odor Control Checklist is required by General Statute 143-215.10C(e)(1) (�
♦ Check any/all the BMPs you will implement on this facility. Items the ed selected become a re uirement of the CAWMP.
a items in bold or pre -selected are required.
♦ Add any site -specific details related to the selected BMPs
♦ Include any other odor control measures not listed
♦ NOTE: Not all BMPs maybe cost-effective for every facility. Evaluate each BMP prior to selecting for your facility.
Cause/Source SI1 P Option to Minimize Odor Comments
FARMSTEAD
♦ Swine Production 7 Maintain vegetative or wooded buffers at or
e Traps dust and gases, provides dilution
near property boundary
and visual screening
9 May require third party input/approval
♦ Improper drainage 01 Grade and landscape so water drains away
e Reduce odors and vectors that occur
from facilities and prevent ponding
with stagnant conditions
L Maintain farm access roads and prevent traffic
* Prevents spillage during transport and
in waste application area
tracking of waste onto public roads
u Other BMPs — please describe
MORTALITY MANAGEMENT
♦ Carcass Dispose of mortality using method approved
Decomposition by NCDA&CS State Veterinarian. Manage
According to CAWMP (Mortality Management
Checklist) and permit(s).
C Put carcasses in refrigerated (or freezer) dead
boxes within 24 hours for short-term mortality
storage.
♦ incomplete Incineration G Use incinerators with secondary burners for
complete combustion.
71 Other BMPs — please describe
• Required by statute and permit
• May require third party input/approval
• Reduce odors by complete incineration
Site Specific Practices
Swine AMOC Page 1 of 6 APPROVED — 7/25/2019

..wCIVtU `m
NOV 10 2022
NC DEQ/DWR
Central Office
Swine Farm Waste Management — Odor Control Checklist
Permit No.:
Cause/Source BMP Option to Minimize Odor Comments T - - Site Specific Practices
HOUSE / BARN — WASTE HANDLING
♦ Mush tanks
❑ Install flush tank covers
♦ Odorous Gases
❑ Flush pits at least 4 times per day
♦ Partial microbial
❑ Empty pits at least once every 7 days
decomposition
❑ Underfloor flush with pit ventilation
♦ Agitation of wastes
U Instail/extend fill lines to near bottom of
tanks with anti -siphon vents
El Install covers on outside waste collection or
junction box
Install sump tank covers for lift stations
♦ Ammonia
❑ Flush/recharge with treated effluent
[j Treat waste in pits with proven biological or
chemical additive
Other BMPs — please describe
HOUSE / BARN — FLOOR AND INDOOR SURFACES
♦ Manure covered floors ❑ Scrape manure from alleys into pens daily
❑ Install fully slotted floor system
CJJ Install waterers over slotted floor area
❑ Install feeders at high end of solid floors
♦ Odorous Gases ❑ Scrape manure buildup from floors and walls
Keep floors dry
Ei install underfloor ventilation for drying
17 Replace bedding/scrape at frequency to
keep bedding dry
Other BMPs — please describe
* Pit -flush systems
Pit -flush systems
® Pit -recharge or "pull -plug" systems
® Monitor for any solids accumulation in pit
• Will move with other manure via pits
• Where applicable
• Aids in animal cleanliness
o Aids in animal cleanliness
e Solid floor/bedding systems
Swine AMOC Page 2 of 6 APPROVED — 7/25/2019

Swine Farm Waste Management — Odor Control Checklist
Cause/Source BMP Option to Minimize Odor Comments
HOUSE / BARN - VENTILATION
♦ Dust ❑ Clean fans regularly - specify frequency
♦ Volatile/odorous gases i j Efficient air movement
install temperature and humidity sensors to
control ventilation
❑ Treat barn exhaust
17-1 Other BMPs - please describe
HOUSE / BARN - FEED
♦ Dust ❑ Install feed covers
♦ Adsorbed Gases Keep outdoor feed storage covered except
When necessary to add/remove feed
Minimize free -fall height of dry feed
71 Install feed delivery downspout extenders
to the feed covers
Remove spoiled/unusable feed on regular basis
Feed pellets instead of dry meal
❑ Use feed additives
♦ Ammonia ❑ Use feed -reduced crude protein diet
F ii Other 8MPs - please describe
HOUSE / BARN - GENERAL
♦ gust ❑ Install temperature and humidity sensors
♦ Odorous Gases to control ventilation
❑ Use ultraviolet light to treat indoor air
❑j Use indoor or outdoor electrostatic space
charge system,
❑ Other 3MPs - please describe
Permit No.:
s Examples: biofilters, wet scrubbing, windbreaks
• May reduce ventilation rate depending or. method
® Required by rule 15A NCAC 02D .1802
® May require third party input/approval
e May require third party input/approval
® May require third party input/approval
a Maintain relative humidity at 40 to 65/0
. Can be used to treat exhaust air
Site Specific Practices
Swine AMOC Page 3 of 6 APPROVED-7/25/2019

Swine Farm Waste Management — Odor Control Checklist
Cause/Source BMP Option to Minimize Odor Comments
LAGOON / WASTE STORAGE STRUCTURE
♦ Volatile Gases ® Maintain proper lagoon volume
❑ Minimize free -fall height of waste from
discharge pipe to lagoon surface
❑ Extend discharge point of pipe to below lagoon
liquid level
❑ Maintain proper surface area -to -volume ratio
❑ Use correct lagoon start-up procedures
❑ Aerate for odor control
® Manage sludge levels based on annual sludge
survey as required by permit
❑ Keep spilled feed or foreign debris out of lagoon
to prevent excess sludge accumulation
❑ Install/use solids separation system
❑ Use proven biological or chemical additives
❑ Use permeable lagoon covers (not a digester)
❑ Use impermeable lagoon cover or
anaerobic digester
❑ Other BMPs — please describe
LAND APPLICATION
♦ Odorous gases ® Perform land application in accordance with
CAWMP
♦ Wind drift ® Pump intake near lagoon surface
❑ Pump from second stage lagoon
❑ Follow good neighbor policy
❑ Operate at minimum recommended pressure
❑ Increase setbacks beyond those required by
statute, rule, or permit
• Sufficient liquid volume/depth is required
for proper anaerobic treatment
• Use caution not to scour or damage lagoon liner
Permit No.:
Site Specific Practices
• Monitor for any increase in rate of solids accumulation
• Methane can be flared if not utilized
• Required by rule 15A NCAC 02D .1802
• Avoid application on known weekends,
special days, or holidays/eves if possible
Swine AMOC Page 4 of 6 APPROVED - 7/25/2019

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

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

H&C Farm Volume Calculations
Project: H&C Farm
Project No: BE.19.006
Date: 2022-9-16
Existing Configuration (For Reference)
Volumes:
Excess Wash Water
Rainfall In Excess Of
Storm Storage
"Heavy Rain"
Dailv Inflow
Farm Information:
Farm Population:
Storm and Rainfall:
Storm (25-yr, 24-hr):
Rainfall In Excess Of Evaporation:
"Heavy Rain"
CAVANAU G H
Location:;Sampson County, NC Design By:,JPC
Checked By: ! WGS
tinLagoon (c
Vol. Required *
Vol. Provided*
Efficiency
950,400
950,400
100 %
0
0
N/A
0
0
N/A
99,750
99,750
100 %
99,750
99.750
100%
0
0
N/A
232,658
257,460
111 %
1,382.558
1,407,360
102%
* Note: The existing volumes shown above are
provided based on the lagoon design for the existing
lagoon on this farm, designed by Don Butler (dated
1993-1-11
7,040 Finishing
7.0 in.
7.0 in.
0.0 in.
1 of 6

CAVANAU G H
Proposed Conflouration (Proposed Digester)
Flow Path:
Barns - Proposed Digester -+ Existing Lagoon
Volumes:
Capacity = 7,040' Finishing
Ca aci * ALW * cf/lb I = Total
Treatment Volume = 1 7,040 135 11.00 1950,400 cf
ICapacity jDaysofStorage al/'head*da) I = Total
Daily Infow = 1 7,040 180 11.37 11,736,064 gallons
i cf
Volume
Re uired* cf)
Digester
Existing
Lagoon
Total
Reguired
Treatment 1
248,943
701,457
950,400
Sludge Storage
0
0
0
Excess Wash Water
0
0
0
Rainfall In Excess Of Evaporation
0
99,750
99,750
Storm Storage
0
99,750
99,750
"Heav Rain"
0
0
0
Daily Inflow
0
232,094
232.094
Total
248.943
1.133,051
1,381, 994
Note: Both 'Rainfall In Excess Of Evaporation' and 'S:orrrr Storage' are shown as 0 cf for the
digester because the HDPE cover prevents rain from entering the wastewater system and
therefore doesn't need to be accounted for in these volume calculations; the rain that falls on
the cover is simply pumped off of the cover with a rainwater pump(s)
Volume Provided* (cf)
Digester
Existing
Lagoon
Total
Provided
Treatment
248,943
701,457
950,400
Sludge Storage
0
0
0
Excess Wash Water
0
0
0
Rainfall In Excess Of Evaporation
0
99,750
99,750
Storm Storage
0
99,750
99,750
"Heavy Rain"
0
0
0
Daily Inflow
0
506,403
506,403
Total
248,943
1,407, 360
1,656, 303
Totals (cf)
Volume
Reguired* (cf)
Volume
Provided* (cf)
Efficiency
Treatment
950,400
950,400
100%
Sludge Storage
0
0
N/A
Excess Wash Water
0
0
N/A
Rainfall In Excess Of Evaporation
99,750
99,750
100%
Storm Storage
99,750
99,750
100%
"Heavy Hain"
0
0
N/A
Daily Inflow
232,094
506,403
218%
Total
1,381,994
1,656, 303
120%
2of6

CAVANAU G H
Supporting Calculations:
Total Required Treatment - Digester Required Lagoon Treatment
950,400 - 248,943 701,457 cf
Lagoon Total Volume - Lagoon Treatment Rain etc. Provided Existing Lagoon Daily Inflow
701,457
0
0
99,750
99,750
0
1,407,360 - 900,957 = 506,403 cf
3 of 6

CAVANAU G H
Total Temporary Storage
Existing Configuration (For Reference)
Temp. Storage VoL Reo'd * (co
xistmg
Lagoon (cf)
I oral
Reguired
Excess Wash Water
0
0
Rainfall In Excess Of Evaporation
99,750
99,750
"Heavy Rain"
v
0
Daily Inflow
232,658
232,658
Total
332.4081
332,408
Temp. Storage Vol. Provided * (co
xistmg r otai
Lagoon (cf) Provided
Excess Wash Water
0
Rainfall In Excess Of Evaporation
99.750
99,750
"Heavy Rain"
0
Daily Inflow
257,4601
257,460
Total
357,210
357,210
Proposed Configuration (Proposed Digester)
Temporary Storage Volume Required* (cf)
Digester
xistmg
Lagoon
Total
Required
Excess Wash Water
0
0
0
Rainfall In Excess Of Evaporation
0
99,750
99,750
"Heavy Rain"
0
0
0
Daily Inflow
0
232,094
232,094
Total
01
331,844
331,844
Temporary Storage Volume Provided* (cf)
Digester
Existing
Lagoon
Total
Provided
Excess Wash Water
0
0
0
Rainfall In Excess Of Evaporation
0
99,750
99,750
"Heavy Rain"
0
0
0
Daily Inflow
01
506,403
606,403
Total
01
606,1531
606,153
Summary
Total Temporary Storage (cf)
Existing Configuration
Proposed Configuration
Required
required
Provided
Excess Wash Water
0
0
0
0
Rainfall In Excess Of Evaporation
99.750
99.750
99,750
99,750
'Hwyy Rain"
0
0
0
0
Daily Inflow
232,658
257.460
232,094
506,453
Total
332,408
357,210
331,844
606,153
Days of Storage:
Existing Configuration
Proposed Configuration
Required
Provided
Required
Provided
ITernporaa Storage Vol. icu.ft.)
332.4081
357.210
331,844
606,153
Days of Storage
1801
193
180
329
4of6

Digester Volume
Di
ester Sta
a -Store e
Elevation ft
Area (s(I
Incr. Vol cf
Cumul. Vol cf
134.00
14,144
-
0
135.00
15,836
14,990
14,990
136.00
17,600
16,718
31,708
137.00
19,436
18,518
50,226
138.00
21,344
20,390
70,616
139.00
23,324
22,334
92,950
140.00
25,376
24,350
117,300
141.00
27,500
26,438
143,738
142.00
29,696
28,598
172,336
143.00
31,964
30,830
203,166
144.00
34,304
33,134
236,300
145.00
36,716
35,510
271,810
146.00
39,200
37,958
309,768
Digester Desired Volume: 226,800' cu ft. (8,400 cy)
Digester Operating Volume
(@ Operating Level Elevation of 144.36): 248,943 cu ft. (9,220 cy)
% Desired:
Digester Updated Elevations:
110%
Zone
Volume
Cumulative Vol.
Elevation
Depth (in.)
Permanent
248,943
248,943
144.361
19.68
Temporary
0
248,943
144.361
19.68
Storm
0
248,943
144.361
19.68
of Dike Elev = 146.00
CAVANAU G H
Top of Storm = 144.36' (19.68") (248,943 co
Top of Temp Storage Elev = 144.36' (19.68") (248,943 cf) (Start Pump)
Top of Treat Elev = 144.36' 19.68" 248,943 c (Stop Pump)-
Finished Bottom Elev = 134.00'
5 of 6

Existing Lagoon Volume
Existing Lagoon Stage -Storage
Elevation ft
Area (sf)
I Incr. Vol lc
Cumul. Vol cf
43.50
116,946
-
0
44.50
121,500
119,223
119,223
45.50
126,126
123,813
243,036
46.50
130,824
128,475
371,511
47.50
135,594
133,209
504,720
48.50
140,436
138,015
642,735
49.50
145,350
142,893
785,628
50.50
150,336
147,843
933,471
51.50
155,394
152,865
1,086, 336
52.50
160,524
157,959
1,244, 295
53.50
165,726
163,125
1,407,420
54.50
171,000
168,363
1,575,783
Existing Lagoon Updated Elevations:
CAVANAU G H
Note: The dimensions
and volumes shown are
provided based on the
lagoon design for the
existing lagoon on this
farm, designed by Don
Butler (dated 1993-1-11)
Zone
Volume
Cumulative Vol.
Elevation
I Depth (in.)
(Permanent 701,457
701,457
1,307,610
48.921
52.891
66.96
19.32
Temporary 606.153
Storm 99,750
1,407,360
53.501
12.00
Top of Dike Elev = 54.50
Top of Storm = 53.50' (12.00") (1,407,360 cf)
Top of Temp Storage Elev = 52.89' (19.32") (1,307,610 cf) Start Pump)
Top of Treat Elev = 48.92' (66.96") (701,457 cf) (.Stop Pump)
Finished Bottom Elev = 43.50'
6of6

C AVA N A U G H
vjrdship Through Innovati,
CAVANAUGH & ASSOCIATES, P.A. PO BOX 1 1 197 WINSTON-5ALEM, NO 2711 6, 1-B77-557-8923
WWW. CAVANAU G HS 0 LUTI ON S. 0 OM

SIT
H&C, Influent Lift Station
Pressure
25.00
50.00
75.00
100.00
L psi ILS
4" Hog, 515 gpm each pump (1,030 gpm combined flow) @ 24'
J1
Flow
25.00
50.00
75.00
'100.00
GPM
Day 1, 12:1
EPANET 2 Pagel

Page 1 9/15/2022 6:16:43 PM
**********************************************************************
* E P A N E T
* Hydraulic and Water Quality
* Analysis for Pipe Networks
* Version 2.2
**********************************************************************
Input File: ILS H&C.net
Link - Node Table:
Link
Start
End
Length
Diameter
ID
Node
Node
ft
in
----------------------------------------------------------------------
P1
Jl
J3
25
7.549
P2
J2
J3
25
7.549
P5
J3
R3
454
7.549
P-1
R1
J1
#N/A
#N/A Pump
P-2
R1
J2
#N/A
#N/A Pump
Energy Usage:
Usage
Avg.
Kw-hr
Avg.
Peak
Cost
Pump Factor
----------------------------------------------------------------------
Effic.
/Mgal
Kw
Kw
/day
P-1 100.00
75.00
99.08
3.07
3.07
0.00
P-2 100.00
75.00
99.08
3.07
3.07
0.00
----------------------------------------------------------------------
Demand
Charge:
0.00
Total
Cost:
0.00
Node Results:
Node
Demand
Head
Pressure
Quality
ID
GPM
ft
psi
----------------------------------------------------------------------
J1
0.00
161.65
70.04
0.00
J2
0.00
161.65
70.04
0.00
J3
0.00
160.38
69.49
0.00
R1
-1032.32
138.00
0.00
0.00 Reservoir
R3
1032.32
146.00
0.00
0.00 Reservoir

Page 2
Link Results:
Link
Flow
VelocityUnit
Headloss
Status
ID
GPM
fps
ft/Kft
----------------------------------------------------------------------
P1
516.16
3.70
50.77
Open
P2
516.16
3.70
50.77
Open
P5
1032.32
7.40
31.68
Open
P-1
516.16
0.00
-23.65
Open Pump
P-2
516.16
0.00
-23.65
Open Pump

Narrative
'H&C Farm' will utilize existing barns with slotted floors over flushing pits to collect manure.
Upon flushing, Barns 1-8 will gravity flow waste through an existing pipe to an influent pump station.
The influent pump station will utilize two 10 hp GEA pumps, with a typical flow of approx. 515 gpm
(each pump) through an 8" HDPE (DR 17) forcemain into the anaerobic digester. In the event of pump
failure, a 12" PVC (DR 35) bypass will gravity flow waste to the existing Lagoon to prevent overflow of
the influent pump station.
After treatment in the anaerobic digester (309,768 cubic feet total volume, 248,943 cubic feet volume at
operating level), effluent will gravity flow through the 12" PVC (DR 35) digester outlet pipe to the
existing Lagoon, where it will be irrigated in accordance with the waste utilization plan.

WASTE .UT1LfZATON ;PLAN -=:`r
PRODUCER: H&C Farm
LOCATION: Turkey, NC
Sampson County
TELEPHONE: [phone]
TYPE OPERATION: feeder -finish
NUMBER OF ANIMALS: 7040
(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 have different 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 tolls, 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.
Page 1

:::...:...:.: 1lUATE UTILIZATiON:PLAN
Amount of Waste Produced Per Year(gallons, ft tons etc.
7,040 animals X 1.99 (tons) waste/animal/year = 13,376 (tons) waste/year.
Amount of Plant Available Nitrogen (PAN) Produced Per Year
7,040 animals X 2`3 lbs. PAN/animal/year = 16,192 lbs. 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 a timely manner
The following acreage will be needed for waste application based on the crop to be grown and
surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Tvoe Per Acre I ltili7arl Annlir_n+inn
T9001
8
MaC
Bermuda(H)
275
1.82
500.5
March - Sept.
19001
T9001
12
1 13
NoB
MaC
Bermuda(H)
Bermuda(H)
305
305
4.07
0.66
1241.35
201.3
March - Sept.
March - Sept..
Optional
T9001
A11
Na
Smali Grain
50
6.55
327.5
Sept. - April
Total
6.55
1,943.15
*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 have a nutrient management plan that addresses all nutrients.
This plan only addresses Nitrogen.
Page 2

:....WASTE- UTILIZAT PL�A[�
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
* See footnote for Table 1.
Totals from above Tables
Acres Lbs. N
Utilized
Table 1
6.55
1,943
Table 2
1
144.90
18,774
Total
151.45
20,717
Amount of N Produced
16,192
Surplus or Deficit
(4,525)
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

WASTE :UTILIZATION-
_.
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 fin/Hrl Amrnint tin-1
1
Ln
Row crops
0.4
.5-1
,3,9,10,11,1
NoA,B
Row crops
0.4
.5-1
4,5,6
GoA
Row crops
0.4
.5-1
7
WaB
Bermuda
0.6
.5-1
8
Mac
Row crops
0.4
.5-1
�11
NoB
Bermuda0.5
.5-1
OrB
Row crops j 0.4
.5-1
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 180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 MONTHS. In no instance should the volume of
waste being stored in your structure exceed Elevation *see lagoon 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:
Producer is using a corn/peanut rotation on the crop land shown.
Any overseed to which 50 lbs. PAN is applied must be removed by either grazing or
cutting for hay. Soybeans may be used in the place of corn as shown on pg. 10.
All Bermuda must be cut for hay.
Additional land may be overseeded each fall in cover crop small grain to be used as a green
manure crop for the following year, if this is done, a rate of 35# PAN/acre should be used with
an application window of Sept. -April. Nitrogen applied to this crop must be deducted from
following crop
Field 15 will beplaned in peanuts in 2006 rather than corn. Plan must be revised each year to
show acreage to be used for peanuts.
Page 4

►ilAS -
TE �1T 1L(ZA' T[O .
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 discharge of waste which reaches surface water is prohibited.
2 There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of 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_
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.
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 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 or flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
Page 5

WASTE -UTILIZATION PLAN.
REQUIRED SPECIFICATIONS
(continued)
9 Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth. The potential for salt damage
from animal waste should also be considered.
10 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 causes no runoff or drift from the site.
16 Domestic and industrial waste from washdown facilities, showers, tollets, sinks, etc., shall
not be discharged into the animal waste management system.
Page 6

WASTE:UTJLIZAT[6N PLAN
REQUIRED SPECIFICATIONS
(continued)
17 A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). Areas shall. be fenced as necessary to
protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc.,
are limited to areas where considered appropriate. Lagoon areas should be kept mowed
and accessible. Berms and structures should be inspected regularly for evidence of
erosion, leakage or discharge.
18 If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19 Waste handling structures, piping pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be
kept on site.
20 Animal waste can be used in a rotation that includes vegetables and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption it should only be applied pre -plant with no further applications animal waste
during the crop season.
21 Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to
mark the maximum storage volume for waste storage ponds.
22 Waste shall be tested within 80 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. Zinc and 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.
23
Dead animals will be disposed of in a manner that meets North Carolina regulations.
Page 7

LAN.
:WASTE UTILIZATION
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: H&C Farm
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:
(Please print)
,fart Hudson
Signature: Date:
Name of Manager (If different from owner):
Signature:
Date:
Name of Technical Specialist: (Please print) Kraig Westerbeek
Affiliation
Address (Agency)
Signature
Private
1635 West Wards Br dge Rd.
Warsaw, NC 2839�'
Page 8
Date: ( 6

Farm
S-C,ble.: 1 =500'
C". .0 h—
.1200' arf..t
4-
vien ./low off"t
fir

WASTE, UTILIZATION' PLAN ::':
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Tvne Ppr Ann* I Ifiii-ycr] Ann11nn4Pnn
T9001
1
Ln
I Corn 1
1431
4.951
707.85
March - Jul
T9001
2&3
No
Corn
137
8.15
1,116.55
March -July
T9001
4,5,6
GoA
Corn
156
47.42
7,397.52
March - July
T9001
9,10,11 NoB
Corn
137
21.60
2,959,20
March -July
T9001
7&14
WaS
Corn
94
17.86
1,678.84
March -July
T9001
15
NoB
Corn
137
16.69
March - Jul
T9001,
16
OrB
Corn
150
7.37
1,105.50
March - Jul
T8437
17
OrA
Corn
11501
25.39
3,808.50
March - Jul
18,773.96
*two year PAN
OPTIONAL'
T9001
T9001
T9001
1
.2&3
4,5,6
Ln
No
GoA
Soybeans
So beans
Soybeans
180
160
168
4.95
8.15
47.42
April - August
April - August
April - August
19001
9,110,111 NoB
Soybeans
140
19.53
April - August
19001
T9001
T9001
T8437
7&14
15
16
17
WaB
NoB
OrB
OrA
Soybeans
Soybeans
So�beans
Soybeans
100
140
180
180
15.44
16.69
7.37
25.4
April - August
April - August
ril - August
April - August
Any
any
Cover crol
30
Sept. -April
V I AL 144.9 18,773.96
Page 10

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Sheet8
ACREAGE CALCULATIONS.
�
Pull # JjKjdth Length Start End
Stop End
Pull Acres
Field #
Field Acres
1 252 225 0.81
0.66
2.77
1
4.95
2 165 342 0.55
0.33
2.18
3 225; 7381 0.4
0.6
4.81
2
4.81
4 1451 8021 0.371
0.3
3.34
3
3.34
5 252 648 0.81
0.66
_ 5.22
4.39
_
_4
11.97
6 220 610 0.725
0.58
7 1611 455 0.39
0.29
2.36
8 2251 805 0.811
0.33
6.30
5
16.99
9 220 796 0.725
0.58
5.32
10 252 847 0.81
0.66
6.37
11 _25_2 67_5 0.81
12 220i� w 572 0.725
0.66
5.37
6
18.46
0.58
4.19
13A 2521 7621 0.725
0.58
5.71
13B 142 ' 7501 0.405
0.33
3.18
14 260
J� 138 0.48
0.3
1.60
7
1.60
15 - I
- 0.362.._
0.3
1.82
8
1.82
16 222.8
`588 -0.43
0.36
3.80
9
8.18
17 200
425 0.42
0.35
2.72
T
18 165
326. 0.25
0.18
1.66
19 252
335 0.81
0.66
3.41
10
20 220
,.:: - ' ."238 { 0.725
0.58
2.51
_ ...---0.45
1.26
--
22-._.....__._......
-0.81
207 a 0.725
---
23 _ - 284'
0.6
2:67
24 ; 01
0
0.362
0.3
0.661
12
4.07
25 2841
320
0.725
0.6
3.41
26 0
0
0.362
0.3
0.66
13
0.66
27 222.8
534
0.43
0.36
3.52
14
13.84
28 200
534
0.42
0.35
3.22
29 200
568
0.42
0.35
3.38
30 222.8,
572
-0.43
0.36
0.64
3.72
3.59
15
16.69
-
31 242' 390: 0.7851
32 200: _ 672. 0.6851
--- -...- --.
33 2001 705 0.685
0.535
4.31
0.535
4.46
34 225
678
0.51
0.32
4.33
35 242
680
0.785
0.58
5.141
16
7.37
36 125
535
0.4
0.29
2.23
37 222.8
351
0.43
0.36
2.59
17_
25.39
38 200L
612
0.42
0.35
3.58
39 2001
603
0.42
0.35
3.54
40 2001
7501
0.42
0.35
4.21
41 200 734' 0.421
0.35
4.14
42 200 696
0.35
0.36
3.97
3.36
_0.421
43 222.8 i 503 i-� 0.431
Page 1

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EiNIERGENCY ACTION PLAN'
pH0`-E NTUNMERS � - i - f � l
DWQ (919 )7.33 -SDR3-
EtifERGE`CY :�•i:�NAGE�.N-T SYSTEyi (9ial 542-sQ46
sWcD 9Ia) 2-7 6
MRCS 91 a a92-7963
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 evetl' effor 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 rec_rcle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D: Leaka=e from flush systems. houses. solid separators -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c_ Make sure no siphon occur_.
d. Stop all Tlo«':, in t13: house. Tu_h 5�'s[e;i?S. orsolid separators.
De_- ,e: IS. I9C6

e• Repair all leaks prior to restarting pumps,
E. Leal;aoe from base or sidewalI of lagoon. 01ten this e as opposed to
is is seepage (owing leaks- possible action:
a. Dig a small sur.,p or ditch away from the embankment to catch all seepage
Put in a submersible pump, and pumo back to lagoon.
b• if holes are caused by burrowing animals. trap or remove animals and fill
holes and compact with a clay t- soil.
bottom as
c. Have a professional evaluate the condition of the side walls and lagoon
soon as possible.
2. Assess the extent of the spill and note any obvious darnaQes
a. Did the Waste reach any
c surface waters?
b Approximately how much was released and for what duration?
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?
=• Are potable water wells in 'danger (either on or off of h• How much reached surface waters? the property)?
3: Contact appropriate agencies.
a- During normal business hours, call your DW
regional office: phone _ Q (Division of Water Quality)
Your phone call should include: Your nameter rfacility t lephonenumber,the details
Of the incident from item 2 above, the exact location of the facility, the detatIs
direction of movement of the spill, weather and wind conditions The thelocationr
measures that have been under taken, and the seriousness of the situation.
b. If 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 SWCD office phone number
and local MRCS office for adviceitechnical assistance phone number _
4: If none of the above works call 9I i or the Sheriffs Department and explain your
problem to them and ask that person to contact the proper agencies for you.
5: Contact the contractor of,,•Our choice to begin repair of problem to minimize of _S
ite
damase. site
a. Contractors Name:_ 5,.AI-ie))
b. Contractors .address:
C. Contractors Phone: L
De_,L-rmhe� I �. .C.96

b: Contact the technical specialist -who certified the lagoon (MRCS, Consultin;"
En_ineer. etc.) f� 1
a. lame: �.�.
b. Phone:
is Implement procedures as advised by DWQ and technical assistance agencies to
rectifv the damage. repair the system. and rewssess the «•aste management plan to
keep problems with re?else of wastes from happening again.
Decembe1 S, 1996

Insect Control Checklist for.Animal Operations
Source y — - -- (�uusc ItMPs to Ctnttrul li►se s -- Site Sliccific l'raclires �- —
[Mush (inners •
f4lk
I_agootas and fits a
Excessive vegetative •
t irowilt
Will
Accumulation of solids O ['lush s steno is desi Luc I a f l
CrnSICd Solids
Y 6 c nc
stifticiently to remove accumulated solids from
gutters as designed.
13 Remove bridging of accumulated solids ill
discharge
Maintain lagoons, Settling basins and pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6
8 inches over more than 30% of surGace.
Decaying vegetation Maintain veactative control along hanks of
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along; watces edge on impoundment's perimeter.
Dry Systems
i cedeu Feed Spillage t)csign, uperale aauE uraiulain foci! systems (e.g.,
E
bunkers and troughs) to minimize the
cunull;itinn of decaying wastage.
W Clcait up spillage on a routine basis (e.g., 7 - 10
day interval daring summer; 15-30 day inlerval
uti ing winter).
Deed Storage Accumulations of feed residues _ Reduce moisture accuiinilation wilhin:and
around inuuediale perinieler of Iced storage
areas by insuring drainage ;away groat site
and/or providing adequate conlainmcnl (e.g.,
covered bin for brewer's grain :and similar high
I
tisturd grain producls).
M Inspect liar and remove or break op accumul;ded
solids in filter ships around 1ecd storage as
nccded.
Ah-ll(' - Novemlicr l 1. 1096. hattc 1

SIIIIrL'L'-y�.�F_ ----
Animal l lolding Arras
Cause _
Accumulations of animal wades
I3MPs to Control ]nsect.:. - - —
Site Specific 1'1 acticcs --
f] Eliminale low areas that trap moisture along
and feed wastage
fences and other locations where waste
accumulates and disturbance by animals is
minimal.
O Maintain fence rows and filter strips around
animal holding areas to minimize
accumulalians of wastes (i.e., inspect for and
remove or break up accumulated solids as
my Manure I luncping - - •
_
Accumulations orallinlal wastes
needed).
Cl ltenlove Spillage on a routine basis e. 7 - 10 —
day interval during summer; I5-30 clay interval
during winter) where manure is loaded for land
application or disposal.
Y l�
17 Provide for adequate drainage around manure
stockpiles.
L7 Inspect for and remove or break top accunlulatrcl
wastes in filter strips around stockpiles and
-- -.. ....__ .
-- -- _ _ — -
— F-Iltaolure ilaticllillg tlresls as Iteecleci.
For more fidonlruion coalact
Raleigh, NC, 27695-7613,
he Cooperative Extension Service, Department of Cnlonlolop;y, Box 7G 13, North C:Irnlina Stale l lnivcrsil
y ,-
AAllc.: - November 11, 1996, Page 2

Swine (Farm Waste Management Odor Control Checklist
Source Cause I1MI's In hlininlize Odor Site Specific Practices
Fannstcud Swine production - vegetative or wooded buffers; T T-^--- -
Animal body surfaces • Dirty manure -covered animals
Floor surlltcus • Wet nlaumre-covered floors
W Recommended best management practices;
Good judgment and common sense
ET Dry floors
-Et' Slotted floors;
Pr —Waterers located over slotted floors;
0- Feeders at high end of solid floors;
Q-- Scrape manure buildup from floors;
PO Underfloor ventilation for trying
Manure cullectiun pits • Urine; _ Frequent manure removal by (lush, pit recharge. ----
Partial microbial decomposition or scrape;
n Underfloor ventilation
Ventllalioll C\hatlst fillls • Volatllu gases; G-r-Fan 111ailltcriance;
Dust ET-Efficientair movement
latluur suTfaccs Dasi Fir'--waslidown between groups of uttinials;
F-T Feed additives;
IT' Feeder covers;
f?i'-Feetl delivery downspout extenders to feeder
covers
Flush tanks Q Agitation of recycled lagoon Fh1sh tank covers;
liquid while tanks arc filling O Extend fill Imes to near bottom of tiniks with
anti -siphon vents
flush alleys • Agitation during wastewater R Underfloor flush with underfloor ventilation _ - —
conveyance
[,it recharge Points . Agitation of recycled lagoon _ Fxiend recharge lines it) near bow nl of pits
liquid while pits are filling Willi anti -siphon vents
Lift stations 0 Agitation during sunip 1:n1k 0 Sump tank covers
tilling and drlwdown
Outside drtia cullcctiun • Agitation during wastewater _ llox covers
of junctitul boxes conveyance
AMOC - November 11, 1996, Page 3
N

.r e•di.-
Source Cause IDMCs to Minimize Odor -�� ces
End of drainpipes at • Agitation during wastewater Site Specific Craclices
lagoon Extend discharge point of pipes underneath
b conveyance lagoon liquid level
Lagoon surfaces Volatile gas emissions;
Proper lagoon liquid capacity;
• Biological mixing; a Corrcct lagoon startup procedures;
• Agitation Minimum surface area-lo-volume ratio;
PrMillimum agitation when.pumping;
O Mechanical aeration;
lrril;atioll sprinkler
0 I lsgh pressure agitation;
0 Proven biological additives
[� Iniguta on dry days with little or no wind;nuzzles
Wind drill
P_f�Minim►un recommended operating pressure;
Pump intake near lagoon liquid surface;
Slorabe luck or Basin
• Partial microbial decomposition;
❑ Pump from second -stage lagoon
Cl
surlilce
liollollt or midlevel loading;
Mixing while filling;
n rank covers;
• Abilatiol► when ea►ptyillg
0 Basin surface orals of solids;
scllling basin surtacu
• Partial microbial decomposition;
Cl Proven biological additives or oxidants
{
P
L7 hxtend drainpipe ollllets undcrneulh liquid "--�
• Mixing while filling;
1.
• Agitation when emptying
,-level;
ff Remove settled solids regularly
Manure, slurry or sludge
spreader outlets
• Abitatiotl when spreading;
❑ Soil h1jeclion ofshtrry/sludges;
• Volatile gas emissions❑
Wash residual manure from spreader after Itse;
Uncovered manure.
Proven biological additives or oxidants
slurry or sludge on field
• Volatile bus emissions while0
drying
❑ Soil injection of slurry/sludges --
suri:lces
L7 oil
Carcassdccompositiott
aniond disposal • Carcass Ileconlposilion
pits
MuftiC - Novcnlher 11, 1996. Page 4
lncorporallon wtthln d8 hrs.;
EJ Spread in thin uniform layers for rapid drying;
❑ Proven biological additives or oxidants
Proper disposition ofcarcasses
Cl Complete covering of carcasses in burial pits;
O Proper location/collstrttetion of(lisposal pits
a —.... .uauIgl ❑ SCcOndary stack 1111 ers

Source -- Cause lE3Mhs to Minimize OdorSpecific ,
Standing water arGund . Site Practices
b ImproJ?er drainage; Gracie and landscape sticl, Ilia[ water drains
d'al:ilities p
• Microbial decomposition of away from facilities
organic ,natter
Manure tracked onto • Poorly maintained access roads 13 Fan)[ access road maintenance
public roads lion, farm
access
Additional Infiu,tlalior, :
Swine Mallure Management ; 0200ltule/1IMP Packet -
Swine PfUdncllOn Fan" Poleutial Odor SOLUCCS and Remedies ; EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Rccllarge - lagoon Treatment ; FBAC 128-98
%Walt: Producl,o,l Facility Iviam,re Mau:,gentent: Underfloor Flush - Lagoon Treatment; EBAE 129-89
Lagoon Design and Maoageulent for Live}lock Manure Treatment and Storage; EBAR 103-83
Calibration of Manure and Wastewater Appiicalion EcJuipmenl ; EBAE Fact Sheet
(`.omtoIIing Odors from Swine Buildings ; PIl I-33
E:uviru"mcnial Assurance Program ; NI'PC Manual
(lpti,ms Cur Managing Odor; a report from the Swine Odor Task Force
Nuisance Cmicerns in Animal Manure Management: Odors anti Flies; P1.t01o7, 1995 Conference I'roceetlings
AFC,6��
Nov 10
20NC 2�
C n��l p�®W�
Available Front :
NCSIJ, County Exlension Center
NCSU - IIAE'
NCSIJ - RAI:
NCSIJ - IJAH
NCSU - IIAI?
NC:SU - ElAE
NCSI I - Swine Extension
NC: I'ork Producers Assoc
NCS0 Agri Com,ltill icalions
I lorida Cooperulive Extension
AM()(,'- November 11, 1996. Page 5

Versron—November 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
® Q 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 DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7
Complete incineration according to 02 NCAC 52C .0102,
A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
a Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399A.
i/-Iq3
i
Signature of Farm Owner/Manager Date
Signature of Technical Specialist Date

Operator:JART
HUDSON County:
SAMPSON
Date:
01/11/94
Distance to nearest residence (other
than
owner):
1200.0
feet
1. STEADY STATE LIVE WEIGHT
0 sows
(farrow to finish)
x
1417
lbs. -
0
lbs
0 sows
(farrow to feeder)
x
522
lbs. =
0
lbs
7040 head
(finishing only)
x
135
lbs. -
950400
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) = 950400 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 950400 lbs. SSLW x Treatment Volume(CF)/lb. SSLW
Treatment Volume(CF)/lb. SSLW= 1 CF/lb. SSLW
Volume = 950400 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGN VOLUME
-
Inside top length 600.0 feet ; Inside top width 285.0 feet
Top of dike at elevation 54.5 feet
Freeboard 1.0 feet ; Side slopes 3.0 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation 53.5 feet
Bottom of lagoon elevation 43.5 feet
Seasonal high water table elevation 43.1 feet
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 594.0 279.0 10.00
AREA OF TOP
LENGTH * WIDTH =
594.0 279.0
AREA OF BOTTOM
LENGTH * WIDTH =
534.0 219.0
165726 (AREA OF TOP)
116946 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH,* WIDTH * 4
564.0 249.0 561744 (AREA OF MIDSECTION * 4)
CU. FT. = ,AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMU * DEPTH/6
165726.0 561744.0 116946.0 1.
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 1407360 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
600.0 285.0 171000.0 square feet
Buildings (roof and lot water)
Length * Width =
0.0 0.0 0.0 square feet
TOTAL DA 171000.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 950400 Lbs. SSLW * CF of Waste/Lb'./Day * 180 days
Volume = 232658 cubic feet
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.
Volume = 0.0 gallons/day *
Volume = 0.0 cubic feet
180 days storage/7.48 gallons
per CF
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
Volume = 7.0 in * DA / 12 inches per foot
Volume = 99750.0 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 99750.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 232658 cubic feet
5B. 0 cubic feet
5C. 99750 cubic feet
5D. 99750 cubic feet
TOTAL 432158 cubic feet
6. SUMMARY
Total required volume 1382,558 cubic feet
Total design volume avail. 1,407,360 cubic feet
Min. req. treatment volume plus sludge accumulation 950400 cubic f
At elev. 50.7 feet ; Volume is 962,084 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 1307610 cubic feet
At elev. 52.8 feet ; Volume is 1292631 cubic feet (start pumping
seasonal high water table elevation 43.1 feet
7. DESIGNED BY�,� APPROVED BY:
DATE: _ _ ei3 DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

oNF%NSVA t Wr B LbG-
P,Ntskbb
,� cF PAb EIfiv,
,6�,5
V 1 E W DP fA E N E—
�L+�V� ifiivl�fR.T� Q� ovYLl�'� �f�E
yy, I, �.—
7o7 A L DE51 &R
STok,AG-s: SLvSV,
53 , 5
8.,
Hpe 11
I1JUP-R 1y9 D�~t1 �.p • l
03, D!
Tie TWtWT
L�Gao N
Su�pDR�' b ��.��
�13.�1
atiTT o1M E� 1�
6j , 91
A S*TT L C-b
Tod op: bjKE-
sLeV,
g,S, 3t D I I

Daylight
39.80
43.; 1
is
16
0 TV IAA Ir-- QC= IJ
................................ ; ...... .........................................................................
�51
.........................
Sk............................................................... .......................... ...................... --- ......
DO
....................................... ......... ................ .............................................................................................................. 46.90
50.00
S I S574 F64.064. 454.r584.-pG4.P64. S4.tpGB*. 5Efl-45030
P- OA b t4 0,
Plot or all data for the surface:
Proposed
Project: DART HUDSON
Drawing: 8 880 Is
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared bU: using Sitework
.67
.60

OPERATION & MAINTENANCE PLAN
Proper lagoon management should be a year-round priority. It is especially important to manage
levels so that you do not have problems during extended rainy and wet periods.
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 a
thunderstorm season in the summertime. This means that at the first sign of plant growth in the
later winter / early spring, irrigation according to a farm waste management plan should be done
whenever the land in dry enough to receive lagoon liquid. This will make storage space available
in the lagoon for future wet periods. In the late summer / early fall the lagoon should be pumped
down to the low marker (see Figure 2-1) to allow for winter 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 to irrigated 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 stand. The amount of fertilized 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 be checked should
include, as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes -- look for:
1. 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 or 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 of 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 coming 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:
1. 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 just prior to when rain is predicted, and then
record the level again 4 to 6 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 roust 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 overflow 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 bank 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 occur at least two weeks prior to the addition of
wastewater.
6. 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, lack 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.
4

• 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 hank to show the minimum liquid level
and the maximum liquid level. (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 I early fall to
provide maximum lagoon storage for the winter.
• The lagoon liquid level should never be closer than 1 foot to the lowest point of the
dam or embankment.
• Don not pump the lagoon liquid level lower than 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:
W

• 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 long 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 beside 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
phosphors, 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.
6

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.
Possible Causes of Lagoon 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 dam failure.

System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates change
over time as equipment gets older and components wear. In particular, pump wear
tends to reduce operating pressure and flow. With continued use, nozzle wear results in
an increase in the nozzle opening which will increase the discharge rate while
decreasing the wetted diameter.
You should be aware that operating the system differently than assumed in the design
will alter the application rate, diameter of coverage, and subsequently the application
uniformity. For example, operating the system with excessive pressure results in smaller
droplets, greater potential for drift, and accelerates wear of the sprinkler nozzle.
Clogging of nozzles can result in pressure increase. Plugged intakes or crystallization of
mainlines will reduce operating pressure. Operating below design pressure greatly
reduces the coverage diameter and application uniformity.
For the above reason, you should calibrate your equipment on a regular basis to ensure
proper application rates and uniformity. Calibration at least once every three years is
recommended. Calibration involves collecting and measuring flow at several locations in
the application area. Any number of containers can be used to collect flow and
determine the application rate. Rain gauges work best because they already have a
graduated scale from which to read the application amount without having to perform
additional calculations. However, pans, plastic buckets, jars, or anything with a uniform
opening and cross-section can be used provided the liquid collected can be easily
transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly throughout
the application area at several distances from sprinklers. For traveling guns, sprinklers
should be located along a transect perpendicular to the direction of pull. Set out
collection containers 25 feet apart along the transect on both sides of the gun cart. You
should compute the average application rate for all nonuniformity of the application. On
a windless day, variation between containers of more than 30 percent is cause for
concern. You should contact your irrigation dealer or technical specialist for assistance.
"Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual

Anaerobic Digester System O&M
Table of Contents
I. Definitions.............................................................................................................................................2
II. Introduction.......................................................................................................................................... 3
III.
Description of the Operational Components....................................................................................3
1)
Gravity Collection Pipe..................................................................................................................3
2)
Influent Pump Station (where necessary)....................................................................................4
3)
Anaerobic digester........................................................................................................................5
4)
Mixing Pump Station.....................................................................................................................6
5)
Effluent Pump Station (where necessary)....................................................................................6
6)
Storage Basin.................................................................................................................................7
7)
Unison Conditioning System.........................................................................................................7
8)
Flare..............................................................................................................................................8
9)
Transfer Pump............................................................................................................................... 8
10) Stormwater Removal Pump......................................................................................................9
IV.
Description of Anticipated Maintenance..........................................................................................9
A.
Routine System Maintenance Instructions.......................................................................................9
B.
Troubleshooting..............................................................................................................................10
C.
Emergency Protocols, Repair, and Replacement............................................................................10
D.
Warranty Information.....................................................................................................................11
1)
Farm Site.....................................................................................................................................11
V. Provisions
for Safety Measures...........................................................................................................11
VI.
Spill Prevention and Control Provisions..........................................................................................12
Appendix A: Contact Information.............................................................................................................13
Appendix B: Farm Operations and Maintenance Checklist.....................................................................15
Anaerobic Digester System 0&M Page 1 of 16

I. Definitions
Anaerobic Dijzestion - A method of wastewater treatment that utilizes the natural
decomposition of the waste by bacteria in the absence of oxygen to produce gases commonly
referred to as biogas.
Anaerobic Digester - A basin or tank that holds the wastewater for anaerobic digestion.
Biogas - Produced by anaerobic digestion, and is typically comprised of approximately 55%
methane (the primary constituent of natural gas), with the remainder being mostly carbon
dioxide (CO2).
Anaerobic Digester System O&M Page 2 of 16

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

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

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

4) Mixing Pump Station
The mixing pump station slowly mixes the waste that has been collected in the
anaerobic digester, which provides for more efficient methane production than would
be achievable without any mixing.
During normal operation, the pumps will run at the same time for several hours per day
to mix the waste in the anaerobic digester. A common schedule for the pumps would
be 6 hours on, then 6 hours off, and so on.
The pumps can also be controlled manually, if desired, or in times of troubleshooting,
etc. The control panel next to the pump station includes toggle switches for each pump,
which can be set to either (1) Auto (for normal operation), (2) Off, or (3) "Hand" (i.e.,
manual operation).
5) Effluent Pump Station (where necessary)
The effluent pump station receives liquids from the anaerobic digester and pumps that
waste to the downstream influent storage lagoon via buried forced main. The liquid
enters the effluent pump station at the opposite end of the digester inlet (so."new"
waste must flow through the curtain baffle system of the digester, resulting in effective
treatment of the waste).
During normal operation, the pump station will run based on the liquid level in the wet
well, which is triggered by 4 floats.
The lowest float is the "pump off" float, and is set at approximately 12" above the
bottom of the wet well. The pump station should not run if the liquid level is below this
float.
The 2"d lowest float is the "lead pump on" float, and is set at an elevation approximately
2" below the inlet pipe invert, and above the "lead pump off" float. When the liquid
level is above this float, only one pump will run at any given time, where the pumps will
alternate between cycles (Pump 1 will run while Pump 2 is off, and in the next cycle
Pump 2 will run while Pump 1 is off, and so on).
The 31 lowest float is the "lag pump on" float, and is set approximately 6" above the
"lead pump on" float. If the liquid level fills above this float, then both pumps will run
until the "pump off" float is disengaged.
The 4th and highest float is the "high level alarm" float. When the liquid level is above
this float, an audible and visual alarm is triggered to alert the operator via telemetry
system that there is a problem that has prevented pump operation.
The pipe from each of the two pumps goes through a check valve (which only allows the
liquid to travel in one direction) and a plug valve (normally open, but can be closed
Anaerobic Digester System 0&M Page 6 of 16

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

The Biogas conditioning system receives biogas from the anaerobic digester and
removes moisture from the biogas by means of compression and heat exchangers.
This system will be managed by a 3rd party, but the information is included in this O&M
for reference.
The biogas from the anaerobic digester is commonly at 100% relative humidity; the
biogas is purported to be near 6% relative humidity after going through the conditioning
system. The moisture that is removed should be directed back to the digester mixing
pump station or other suitable reception pipe for proper management of the
condensate.
During normal operation, the conditioning system should run without any need for
input from the system operator. Audible and visual alarms will indicate issues with the
system. The discharge pressure and flow rate can be manipulated by the operator
through adjustment of the pressure regulator on the bypass line and through
adjustment of the variable frequency drive. The automatic shutoff feature, whereby the
operator can set the vacuum pressure shutoff point. As the biogas conditioning skid
approaches this setpoint, it will automatically reduce blower or compressor speed to
seek a flowrate that matches the biogas production. If the vacuum pressure exceeds
the setpoint, the biogas conditioning skid will shutdown and trigger an alarm to the
operator via telemetry system.
8) Flare
During normal operation, the flare located at each farm should not necessary. In times
of need, such as catastrophic failure of the biogas conveyance pipeline, the flare may
need to be operated to consume excess accumulated biogas from the digester. The
flare is not an automated system, and the Operator must articulate the biogas piping
control valving to direct biogas from the digester to the flare, and ignite the flare. Care
must be taken by the Operator in igniting the flare, as biogas is highly flammable.
Each flare also has a condensate trap manhole. Contained inside is a small PVC drain
pipe and PVC drain valve. The PVC drain valve should remain closed at all times unless
the Operator is removing condensate. Should the valve be left open, biogas will escape
from the piping. Periodically, and at a frequency determined appropriate by the
Operator, these condensate traps will be opened momentarily to drain and remove any
condensate collected in the piping. It is recommended that the condensate drain valve
only be opened when the biogas piping is pressurized, as should the valve be opened
under no pressure, ambient air may enter the biogas piping and challenge biogas
upgrading by the GUS.
9) Transfer Pump
The transfer pump transfers accumulated effluent among available storage basins as the
farm owner deems necessary to optimize effluent storage. The transfer pumps are
simply and manually operated through use of a local disconnect. Under normal
Anaerobic Digester System 0&M Page 8 of 16

circumstances, the transfer pump will only be used periodically and infrequently by the
farm owner.
10) Stormwater Removal Pump
A stormwater removal pump is kept at each digester site in order to remove
accumulated rainwater from the top of the basin cover. The pump can be powered by
any standard 120v outlet that's available nearby, such as the accessory outlet installed
adjacent to the digester mixing pump station. The pump should be placed in a low spot
on top of the cover, and the pump outlet should lead to an appropriate area for
stormwater discharge (on some sites, pipes have been placed to easily receive the pump
outlet pipe, which leads to the natural stormwater drainage swales on the property).
IV. Description of Anticipated Maintenance
Once the system has been started up and is operating efficiently, very little maintenance will be
required. Simple tests should be periodically performed to evaluate the performance of the
wastewater treatment components, and the system components visually inspected daily.
A well -operated, properly adjusted, system will exhibit the following visible signs of proper
maintenance:
• All pipes should be intact and watertight.
• The pumps should be nearly silent with little to no vibration.
• The anaerobic digester should be free of excessive accumulation of rainwater.
• Accumulated rainwater may be removed with a portable sump pump. The pumped water
may be discharged safely on adjacent vegetated areas, or used for a more beneficial
purpose as permitted.
• The anaerobic digester cover should be free of any tears, punctures, or failures.
• There should be no strong odors coming from the digester or flare.
• The storage basin should be clean and free of floating debris. The liquid should be clean and
clear.
A. Routine System Maintenance Instructions
For optimum system operation and maximum treatment efficiency, daily maintenance is
necessary. In addition to the daily maintenance, all mechanical equipment should be
cleaned weekly and lubricated as often as needed, as specified in the operations and
maintenance manual for each piece of equipment provided by the equipment
manufacturer.
The farm owner will need to periodically remove accumulated sludge from the anaerobic
digester. Accumulated sludge may be removed via the anaerobic digester mixing pumps. To
use these pumps for sludge removal, the system operator should cease mixing pump
operation 48 hours prior to the date of desired sludge removal to allow for settling of
heavier sludge to the pump inlet. A quick disconnect fitting is provided for each mixing
pump that will facilitate the connection of the pump discharge to sludge application
Anaerobic Digester System 0&M Page 9 of 16

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

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

A. Restriction of Access: No persons should enter any portion of the wastewater treatment system
unless performing a repair or routine maintenance, and only then if accompanied by another
person capable of performing life-saving activities should the need arise. No person should Enter
a waste collection pit, pump station well, or any portion of the anaerobic digester unless all
accumulated biogas has been removed via venting or other utilization and sufficient airflow has
been directed to the workspace via fans, blowers, or other means. Personal safety is the
responsibility of the person or organization conducting the work, and not specifically the
responsibility of the farm owner or other associated equipment providers or construction
contractors.
B. Emergency Contacts: Information shall be posted at the gate and in the control room. (There
will be no harmful chemicals used for the anaerobic digestion system).
C. All equipment safety guards, warning labels, safeties, and warning alarms shall be kept in place
and operational at all times.
D. Keep and maintain all clearances as recommended by equipment manufacturers and as required
by law.
E. Keep all open flames and sources of combustion away from gas accumulations. Do not smoke
near the gas collection, conveyance, or combustion components. It is recommended that any
combustion source or open flame be kept to a minimum separation distance of 50 ft from the
anaerobic digester cover.
VI. Spill Prevention and Control Provisions
A. Response to Upsets and Bypasses Including Control Containment and Remediation: Audible
alarms will be provided at all controls stations. The Control System will provide remote alarms
to alert operator of a problem should one occur.
B. Contact Information for Operational Personnel, Emergency Responders, and Regulatory
Agencies: Phone numbers for Emergency Responders and Remediation Agency numbers will be
located by the computers and control systems in the control room.
C. Facility Control Valves will allow operator to isolate Systems if a problem occurs.
Anaerobic Digester System 0&M Page 12 of 16

Appendix A: Contact Information
Project Management and Equipment Service Providers:
Influent Pump Station
Anaerobic Digester Cover
Mixing Pump Station
Transfer Pump
Flare
Mechanical Installation & Controls
Lee Brock
Brock Equipment Company
leeCd)brockeguiument.com
[phone]
Plastic Fusion Fabricators, Inc.
Larry Hice
[e-mail]
[phone]
Lee Brock
Brock Equipment Company
ieeLw orockeguipment.com
[phone]
Lee Brock
Brock Equipment Company
lee@ brockequipment.com
[phone]
ProPump & Controls Inc.
Jeff McGuire
Work: [phone]
Cell: [phone]
mc2uire(@orooumi)service.com
ProPump & Controls Inc.
Jeff McGuire
Work: [phone]
Cell: [phone]
Anaerobic Digester System O&M Page 13 of 16

Regulatory and other Agencies:
Christine Blanton
Lawson
DWQ, AFO Permitting Raleigh, NC
and Compliance
[phone]
Anaerobic Digester System O&M Page 14 of 16

Appendix B: Farm Operations and Maintenance
Checklist
Operator Present: _
Time/Date:
Farm System Checklist: Mark Yes/✓ or No/X as applicable, fill in blanks where specified
Manure Collection / Feedstock System
Perform visual appraisal of waste collection system.
Any visible signs of overflow or malfunctioning?
Check influent pump stations. Any Alarms?
Put each influent pump in "Hand". Operating
normally?
Any rattling or unusual noises from influent pumps?
Any observed leaks or spills from pipes, fittings, or
well?
Test the alarm. Functioning?
Excessive accumulation of solids or debris in well?
Agitation system in need of operation?
RECORD THE RUN HOURS FOR PUMP 1
RECORD THE RUN HOURS FOR PUMP 2
RECORD THE RUN HOURS FOR PUMP 3
RECORD THE RUN HOURS FOR PUMP 4
Digester System
Perform visual appraisal of digester (walk around).
Any visible signs of overflow or malfunctioning?
Does the cover appear to be leaking gas / odorous?
Any visible tears, rips, or holes observed in the cover?
>10% cover area under stormwater/rainwater?
Check mixing pump stations. Any Alarms?
Put each mixing pump in "Hand". Operating
normally?
(not necessary if mixing pumps running during visit)
Any rattling or unusual noises from mixing pumps?
Any observed leaks or spills from pipes, fittings, or
well?
Excessive accumulation of solids or debris in well?
Agitation system in need of operation?
RECORD THE RUN HOURS FOR PUMP 1
RECORD THE RUN HOURS FOR PUMP 2
RECORD THE RUN HOURS FOR PUMP 3
RECORD THE RUN HOURS FOR PUMP 4
Biogas Skid
Are there any alarms?
Are there any fluid leaks observed?
Check oil level — oil needed?
Anaerobic Digester System 0&M Page 15 of 16

Excessive vibration of noise?
Are there any visible fluid leaks on skid or chiller?
RECORD THE RUN HOURS FOR GAS COMPRESSOR
Notes
Anaerobic Digester System 0&M Page 16 of 16

H&C FARM
BIOGAS SYSTEM
SAMPSON COUNTY, NORTH CAROLINA
OWNER
P JART HUDSON
1240 CABIN MUSEUM RD
FINAL DESIGN
TURKEY, NORTH CAROLINA 28393
NOCONSTRUCE ONOR
CIVIL ENGINEER
-
_=

°
WILMINGTON, NORTH CAROLINA 28405
1-877-557-8923
ELECTRICAL ENGINEER
DAVID SIMS & ASSOCIATES, P.C.
108 GILES AVENUE, SUITE 100
WILMINGTON, NORTH CAROLINA 28403
[phone] / [phone] (FAX)
SHEET INDEX
C.1.1
- COVER & SHEET INDEX
C.2.8.1
- H&C FARM OVERALL SITE PLAN
C.2.8.2
- HYDRAULIC PROFILE
C.2.8.3
- H&C FARM AND 2106 SETBACKS
C.3.1
- INTENTIONALLY LEFT BLANK
C.3.2
- INFLUENT & EFFLUENT PUMP STATION DETAILS
C.3.3
- MIXING PUMP STATION DETAIL
C.3.4
- DIGESTER DETAILS
C.3.4A
- COVERED LAGOON DETAILS
C.3.5
- EROSION CONTROL DETAILS
C.3.6
- MISCELLANEOUS DETAILS 1
C.3.7
- MISCELLANEOUS DETAILS 2
LEGEND
EXISTING
PROPOSED
---
PROPERTY LINE
LIMITS OF DISTURBANCE
LOD
SEDIMENT FENCE
SF
----25----
MAJOR CONTOURS
--2e----
MINOR CONTOURS
26-
FORCEMAIN
— FM
INFLUENT FORCEMAIN
— IFM —
EFFLUENT FORCEMAIN
EFM
tfm
TRANSFER FORCEMAIN
TFM —
r
PLUG VALVE
IM
SOLENOID VALVE
REDUCER
•
AIR RELEASE VALVE
eARV
©°
CLEANOUT
®
MANHOLE
0
gm
GRAVITY MAIN
GM
STORM PIPE
-
DITCH
—
oe
OVERHEAD ELECTRICAL
OF
ue
UNDERGROUND ELECTRICAL
10,
UTILITY POLE
0,
ITI
TELEPHONE PEDESTAL
utel
UNDERGROUND TELEPHONE
f❑o
FIBER OPTIC PEDESTAL
fo
FIBER OPTIC
—•—x—
FENCE
—•�
TREE LINE
WETLANDS
— NET —
APPROXIMATED WETLANDS
JACK AND BORE
BORE PIT
O
EXISTING IRON PIPE
TEMPORARY ROCK CHECK DAM
40
9as
GAS
— GAS —
MONITORING WELL
Z
SHRUB
9
1
TREE
®it
3�1
LIGHT
-
ROAD CENTERLINE
-
EDGE OF PAVEMENT
CHECK VALVE
0
BIOGAS
B
®
WELL
:y_/
SAMTSON COUNTY
NORTH CAROLINA
r
:H&C
— CLINTON(Y
FARM
SMITHFIELD
CABIN•-
OFFICE F
1
- MUSEUM RD. _...
/
N. MAIN ST.
TURKEY, NBC
_ .. �r. -.
•: _
_ ,. �.
_
AR SAW, NC
17
CARROL S RD._,
M
�U
i
0 -:
M_AGNOLIA, NC
BRICES -
A m STORE RD,
K. BRYAN RD.-
(SR 1944)-
IN
r (ITRINITY CHURCH RD.-
I•�,f (SR 1118) ROSE HILL, NC --•_..: .
VICINITY MAP
SCALE. NOT TO SCALE
IRECENE®
N0v 10 NZ,
t4c DEQ(DWIR
Central Office
BEFORE YOU DIG!
NC ONE CALL
(TOLL FREE) ,,,,,,,,,, 04'/
C1 '
(OR 1-800-632-4949) "' •"" ••
IT'S THE LAW!
CAVANAUGH
Stewardship through innovation
DATE: SEPTEMBER 16, 2022 SHEET C.1.1 PROJECT NO. BE.19.006

Table 2: Influent UftSt
Finished Grade:
-- Rim:
Invert in (From North):
Invert to (From South):
ByP— rd—
BypassInvert Out
Bottom of Wet Well:
Depth of Wet Well:
Design Flow:
• - Seletfed_pump N4tr
Total Dynamic How IT[
Pump Horsepower.
Pump Speed RPM
Ele�ial Supft.
Elect Fn:gm M
Phase-
I ells W een
Mo[orT e:
Selected Pump:
Pump Model:
ft
ft
ft
:t NOW OR FORMERLY
r+ HUDSON, PELMON JART JR.
-'SAMPSON CO. PIN: 18050256005
DEED: 1282/718
1
1
flf"-L
—
g�
0
,1I I w
�I LL
4 1
o
o i
CONNECT TO BIOGAS1 --4— e 00��, GWC-2 -+
PIPELINE ALIGNMENT WITH -$ CO 1 1
Section Description Quamtlry Unit ]Add Lien!Info
Gravi Waste Collection IGWC
GWC-I-PIPE 12" HOPE (DR 17) Gravity Collection Dne
fit0
L F.
.xh
GWC-2-CO Cleanaut
Influent lift Station&Farcemain IIS
ILS-I-PS Influent Lift Station _
ILS-2-INV 12"Dr esterB ass Inlet
Table 2/C 7..8.1and Detail 1/C.3.2
nv. I45. 10'
ILS-3-PIPE IT HDPE(DR 17) Digester Bypass Pipe f�LF.
ILS-41NV 12. Digester Bypass Outlet
lox
ILS-5-FM _ 8"HDPE (OR 17)Far' ain
ILS-&INV 8"HDPE DR1 Farce me. Inv. Out -
-
Inv. 147W
Digester(D)
D-1-0IGESTER
Proposed Digester -
able W.2.S1and Sheet C.3.4
D-2-MPS
Mixin Pump Station -
Table 3/C.2.8.1 and Sheet C3.3
D-3-PIPE
12" HDPE (DR 17) 5!
LF.
0-4-SUMP
HDPE Sump Box Mixing System Inlet Notuscd
0-54M
IZ" HDPE (DR 171 Farcemain $ LF. Inv. Out 142.W
D-&PRA
Pump Repair Area
D-7-RAF
HDPE Baffle U"d""l!w Not used
D-B-BAF
HDPE Baffle (Overflow) Sheet C.3.4
Level Control(LCI
LC-1-INV
DI ester Inv. Out
-
Inv. 144W
LC-2-PIPE
I.. HDPE (DR 17) Digester Outlet Pipe
L F
LC-3-PS
Level Control Station
i w
LC-44M
6"HDPE(DR17) Forcemain
Nut
LC-5-INV
Lagoon Invert From Digester
VIPi. Sg611'
LC-&WW
Level Control Wet Well
Tahlr 5iC.2.8.1 and Detail 2/C.3.2.8
LC-7-PIPE
u"PVC (DR 35)DigesterOutle[Pipe
LF
Iffy • / .'
1 I
1 _ L . . 1
r � Ott- - -
i� .
EXISTING ut - _
�• �IEXIS71NG 18" 1 _DITCH-
0 o'. '_STORMWATER _PIPE 1 - - F
o, o ui - ' AW
+ 4 LLI D-2
'f FLARE r�''Farm lydotmation
i/ I F.trm Name: r&C Farm
B-4 h permit Number. AW5820709
PIPE III
Permitted Capacity. 7,C40
-F - --��
i
�1
ILS-5 EXISTING `1
FM SWALE
'I
FITTINGS AS NECESSARY
(SEE SHEET C.3.28)
1
!
_ 1'�_�'
GWC-1 _
PIPE
1
�
o
111 1
o-
'�
(DR 17) BIOGAS PIPE
II
EXISTING LAGOON
TOP OF DIKE 144.00'
LC-1
I•'i I 1'
FREEBOARD 143,00'
INV
PIPE
�J
VPN
LC-7
$
J
�Llrlll`I _,III II
PIPE.
I
LC-5
1
-e
INV
o
r
t'.. t-____-____..
I
�r V
•r.
RELOCATEEXISTING
IPROPO.
PPE TO AVIOID
DIGESTER LOCAT
tl _
NV
BAF
Length:
280.Op ft
Width
Top of Dike Elev:
140. rt
146.00 ft
Operating Level dev:
14MI't
aottom Elev:
134.D0 it
Total Volume:
11,4n CY
Volume at Freeboard:
y CY
_
S.A. (p Inside Top of Dike:
35,2011 ftt
Slope:
2:1
Total Cut
Total Fill
Net Surplus
7,416 ICY
7, 177 CY
!39 CY
im compattlon radar uses Tormi
f SCALE: 1" = 50'
50' 0 50'
' SCALE OF MAP MAY VARY
it DUE TO METHODS OF REPRODUCTION.
i
ID
co
SHEET NUMBER
C.2.8.1
N
N
N
�
w
ai
ti
0
a
3
W
Z
N
ti
w
o
O
d
WO
U
VO
4
.00
m"

0
z

155
4" INFLUENT PUMP
(SEE DETAIL 1/C.3.2)
150
RIM: 146.00'
FG: 147.00'
FFE: 146.0' FFE: 146.0' FFE: 146.0' FFE: 146.0'
I I I I I I I I
i I I I
145
I I I I I I I I
I I I I I I
WET WELL --
INV: 142.50'
— PROPOSED
~--
HEADER ��
INV: 140.75'
140
•-�
F_+
TOD: TOP OF DIKE
TOS: TOP OF BANK
FFE FINISH FLOOR ELEVATION
F8: FREEBOARD ELEVATION
BOTTOM: 138.00'
EG: EXISTING GRADE
OL OPERATING LEVEL
135
130
125
12" PUMP RETURN
INV: 136.00'
BOTTOM: 134.50' -
BOTTOM: 134.00'
HYDRAULIC PROFILE
DETAIL ,
SCALE: N07 TO SCALE .2.8.'
PROPOSED LEVEL CONTROL
WET WELL (LC-6)
155
150
'yn
u
Q
Z�
c
o
0
.c
Q
Q
V
-Call
3
�— EMERGENCY BYPASS FROM
— INFLUENT LIFT STATION
INV. 145,00'
(ILS-4)
r J
W
140
U
U
135
o
1n
0
Q ZR
z
0
1,30 SHEET NUMBER
C.2.8.2
N
125 "
o a
W °
mQL
° z
ti c5 3 ¢
w Z
d O U

I I
-- -- - -- NOW OR FORMERLY -
�/ CARRDLL, CHARLES J �I I, - +« � $
,✓-- .- / �� 5AMP°.ON CO. PIN: 1801941650T I I -�- -
/ DEED: 2446_-11_-9292 I y y 1 =
- _ c
!NOW OR FORMERLY: --
-�•- - - \ - - _ - - _ / I j ISAMPSO, CO. PI JART JR. r I i y -
SAMPSON CO. PIN: 18057600002 r-
;DEED: 1304/923
1 �^ !✓ i
NOW OR FORMERLY
_ /C�g' HUDSON, PELMON J JR I NOW OR FORMERLY Ij \ !NOW OR FORMERLY: lI I f
/ SAMPSON CO PIN 18034268001. HUDSON, PELMON J JR lOW
` NOW OR FORMERLY HUDSONSAMP50, CO. PI JART 76 `
DEED: 1245/585 SAMPSON CO. PIN: 180502559021
CLIFTON, RICHARD H. JR. SAMPSON CO. PIN: 18057600004
- DEED: 1087/145
.SAMPSON CO. PIN: 18017930501r ,_DEED: 1320/450
NOW OR FORMERLY: _ DEED: 1840/450 -
_ FOUR COUNTY ELEC. MEMBERSHIP Y ART JR.
.•- //��j :? SAMPSON CO" PIN: 111035497202 I \ 1 18071268012 Q i
DEED 720/394:� �� I �'� I ► ! .t; '
I NOW OR FORMERLY:; / �,..✓l
1 NOW OR FORMERLY 'k FOUR COUNTY ELEC. MEMBERSHIP r i`y1j i
MOORE. ANTHONY A N SAMPSON CO. PIN: 18035497201i f NOW OR FORMERLY
SAMPSON CO. PIN: 18086648003' \\; DEED: 1048/4901 CARROLL. CHARLES J t f'I j
\\ DEED: 1425/663 SAMPSON CO. PIN: 18019416501,—., - -
DEED: 2446-11-9292 'I °
NOW OR FORMERLY -
I HUDSON, PELMON JART JR. -
_ 'NOW OR FORMERLY: 'SAMPSON CO. PIN: 18010792704 / _ NOW OR FORidrRLr.' I
1 - � DEED: 1389 273 RSHFR, -%NNA OVF=1C•4 :>F11P501•'
PHIPPS, BILLY PARR _/ //
NOW OR FORMERLY: :_•� IBAMPSON CO. PIN: 18080544001 1 _ 4 5P.6"'- '`O•
CROOK, JAMES ANDREW JR" D_EED: 2445-38-8509,p ,� \ DEED: _
SAMPSON CO. PIN: 18004772COl �- `I \ 1 DEED: 7993/2��� ��t ti {1111 11f�11 r _
I _
\ \ : • r 1" { I r _ \ \ f I NOHUDSON, W OR J ARTLY: / d
_ �- Ir y �,- --- _ SAMPSON CO. PIN: 18061104005
y !EXISTING , I I
1� WELLS WITH _ \ DEED: 1368/486
y ✓ 100' SETBACK NOW OR FORMERLY:
{r I BURCH, JAMES P.
X " - NO OR FORMERLY: DEED: 1N CO. PIN: 18050004501 y -_
'�t SAMPSONHUDSON, CO. PI JART JR. \ 1 11 'DEED: 1843/117
{1 DEED: 1CO. PIN: 18010792702 f1
� DEED: 1178/855
ir Zi Lr Y
NOW OR FORMERLY:,'
^ r+e FROST, JAMES T, JR., NOW OR FORMERLY:
_ _ J _ SAMPSON CO. PIN: 180332520011 a
r OR FORMERLY HUDSON, DAVID DRIGHT / Q
` DEEP._ 2446-52-33431
HI,C.'. PELMON JART JR. II �1 + - Ty, SAMPSON CO. PIN: 18104312005 /
aAMFS•" PIN: 18050256003 I t 'Q�g 11500' DIGESTER SETBACK DEED: 1969/723 t ` -
DEED• 1282/719 '..\ I FROM PROPOSED DIGESTER NOW OR / J
70P OF DIKE .r HUDSON, PELMON JART JR. O
-SAMPSON / CO. PIN: 18050008012 DEED: 1525/619
-�-- ,�---
SHEET NUMBER
/ NOW OR FORMERLY ® 1
- - 1 HUDSON, PELMON JART JR. �- ® I C.2.8.3
1 SAMPSON CO. PIN: 18050256004 1 ,
DEED: 1282/723 \ , NOW OR FORMERLY:
HUDSON. DAVID WRIGHT
SAMPSON Co
PIN: 18050000001
\` �•+ {71..v. :•__M Ci .,AP1 If + DEED_ 2446-52-9108
\ - \.. .: �1,P5ON CO. PIN I505QQcI6C1:
�\ /,'r 1 y ` '.•r, r•r- �i?I} -._ rr _ DIED. 1369/485
JP.R I I O O
...J GO PIN 18D542w, - ® 1 i .;�
OM. 1282/723 — \ '\
CL
NPw 4R..
HUD50N. PELMON JART ,,A
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CONFIDENTIAL
THESE PLANS CONTAIN INFORMATION
THAT IS CONFIDENTIAL AND
PROPRIETARY TO CAVANAUGH &
ASSOCIATES, P.A. DO NOT COPY,
REPRODUCE, NOR DISTRIBUTE IN
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ANCHOR HOPE SYNTHETIC DIGESTER COVER

PART

THESE PLANS CONTAIN INFORMATION
THAT IS CONFIDENTIAL AND
PROPRIETARY TO CAVANAUGH &
ASSOCIATES, P.A. DO NOT COPY,
REPRODUCE, NOR DISTRIBUTE IN
WHOLE OR PART
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1 SHEET NUMBER 1
C.3.5
�46

480000 FEET
460000 FEET
2240000 FEET 2�900110 FEET
480000 FEET
460000 FEET
2240000 FEET 7)RDPaO FEE 1
FLOOD HAZARD INFORMATION
SEE FIS REPORT FOR ZONE DESCRIPTIONS AND INDEX MAP
THE INFORMATION DEPICTED ON THIS MAP AND SUPPORTING
DOCUMENTATION ARE ALSO AVAILABLE IN DIGITAL FORMAT AT
HTTP://FR IS. NC.GOV/FRIS
-Without Base Flood Elevation (BFE)
Zone A.V, A95
With BFE or Depth zone AE, AD, AH, VE, AN
SPECIAL FLOOD HAZARD AREAS RegulatoryFloodway
�I 0.2%Annual Chance Flood Hazard, Areas
of 1%Annual Chance flood with Average
Depth Less Than One Foot or With Drainage
Areas of Less Than One Square Mile zone x
— Future Conditions 1%Annual
Chance Flood Hazard zone x
OTHER AREAS OF = F Area with Reduced Flood Risk due to Levee
FLOOD HAZARD See Notes zone x
OTHER 44 Areas Determined to be Outside the
AREAS 0.2%Annual Chance Floodplain zone x
---------- Channel, Culvert, or Storm Sewer
Accredited or Provisionally Accredited
GENERAL Levee, Dike, or Floodwall
STRUCTURES I r t I r r r r r I r I Non -accredited Levee, Dike, or Floodwall
RM5510 x North Carolina Geodetic Survey bench mark
BM55100 National Geodetic Survey bench mark
BM55100 Contractor Est. NCFMP Survey bench mark
D+ e.2— Cross Sections with 1%Annual Chance
Water Surface Elevation (BFE)
V - - - - - Coastal Transact
------- Coastal Transact Baseline
Profile Baseline
Hydrographic Feature
OTHER Umitof Study
FEATURES Jurisdiction Boundary
For information and questions about this map, available roduca aesaiaed with leis FIRM including
facade verebns of t e FIRM, how to We, products or the NaMne Rood Insurance Program in genem1.
or visit me FEMIA Map
Seeks Cenmrwebsiean. car Me Hvi in o:rrmurem gav Anel=,paEMng FIo in u�ance6ludympo ,Letloref alp
Revision (LOMR) or Leber of Map Amend—ra (LOMA) revising Portions of this panel, and digital versions of this
FIRM may be available. Vat the North Carolina Floodplam Mapping Program websim at hapllwww.ndloodmapecon
or contact are FEMA Map Service Caner.
Communities
annexing land on adjacent FIRM panels must obtain a cursor copy of the sdlacenl panel as well as
Me mnent FIRM Index. These may be omerea directly from the Map Service Center at the number filled above,
For community and munywide map dates rear a tee Flood Insurance Study report her IN, pedidlem.
T dearmine If fied l insurance Is avafiaba in the mmmoniy, mmad ymr Insurance agent or cell the National
Feed Insurance Pngrem at 1-600438fi 20.
goes map imom akn shomn on this FIRM was provided in digits formal by Me North Carlo. Floodplein
Mapping Program (NCFMP). The soums of this inionnati m can be determined from the maaeaa available in the
digital FLOOD deal,... and in the Technical Support Dale Notebook (TSDN).
ACCREDITED LEVEE NOTES TO USERS: If an acdedded eve. nos appears on IN. panel damp, wIM your local
communi1- ercenlatmue kln mom h.m. law)
and Enm such ea the danl Pence, mr the laveavel of . sy lam s) stwwn srovdad ch may providin —� the
To nihi as food risk in me "m ask ors a piny owners and maidene are encouraged to consider providing
action
ineumonce and Mcutc—fing oremorproa w measure. For more information en Peed insurance, interested
names should visit the FEMAMMale at Mp:INiww.fema.goWbusicesanfiplindex.shlm.
PROVISIONALLY ACCREDITED LEVEE NOTES TO USERS: Ira ProvlaloaMy Ammoiled Lees (PAL) note
appears on this panel, check with your local community to obtain more information, such as Ina estimated eve of
protection Provided (which may exceed the I-pereenFennuekhence level) and Emergency Action Plan, on the
levee syslemN) shown as providing pmWdien. To maintain emradilalion, the levee ownorormmmmily is
fepuired lemDmR the data and dommenlelim necessary to amply with Section B610 pl Me NFIP reguletims.
lithe mmmumy nr owner doe rim provide the nerssary date and documentation or if the data and d—dinUtion
provided indicates the Mwe syaem does not comply reM comply — Section 65.10 reguina-mis FENvise ale oe
m hareand oak idommlion furthis area a raged im—dile0m of the levee sYsdem. To.1i flood one in
residual risk areas, properly owners and outcome are a—dagee to consider Bond Insurance and flaodproofing
w other pmlwfive measures. For code Information onflood psucence.Intemsatl wither should visit the FEMA
Mmile at nnp:llwww..rama.govrousines rflwmdev.shtm.
UMITOF MODERATE YIAVEACTION NOTES TO USERS: Forsemodcv,W dddingxorr tWAEZone
aapory has ben divided DY a Llmil of Mederea Wane Action (UMN14). TbaLiu WA repro —la the appmxinua
endwam Omit mlhe 1.5.foot breekeg wave. Thai e8eds mweva harems batween the VE- Zane antl IM1a LiMVJA
I., be ..the stmellan ^alVE e UMNMnor areawhere VE Zonesrim net MendfleC) will Nasimilar as , but a D
Limit of Moderate Wave Action (LiMWA)
COASTAL BARRIER RESOURCES SYSTEM (CBRS) NOTE
The map may include apprommab boundaries of the CBRS for informational purpass only Flood insurance is not
available within CBRS areas for slracams the are newly built or substantially Improvedonmaterlhedave(s)
indicated on the map. For more information se hip1tv,,e.Nn.govinabllatconse—Imkmsal banier.hbnl, the
FIS Ripon, or cull lDe U.S. FiaM1 entl WilElik SeMce Cueoms Service Csar el 1�000344W1LD.
® CBRS Area 0 Otherwise Protected Area
SCALE
Mapp"I"'m
North Carolina State Plane Projection Feel (Zone 3200)
Datum' HAD 1983 (Hor¢ontal), NAVD 1988 (Vertldal)
1 inch -1,000 feet 1:12,000
I 500 1000 2,000
Feet
Meters
1 150 300 .0
PANEL LOCATOR
HAI
i'S
jOHNSTONcouNry
■
�J0000CMM
Mcmccmmcl
mMamumvi
CclIra
r�r _ (:uolrm _ Icchnr
This dwal Flood Insurance Rate Map (FIRM) was pmduced through:
Engryenlq Ma eaemmn Agency (rEMA) of
Slade of'North are
arpi nee a long dean appumch to mco odplain management a de
mete assciaad wile flooding. This is dema straWd by the Steers on
a no good hazard areas at No local level. As a Marl of this eflon, the
Nmth Carolina has pi— in a C.oporating Ti of -cal State egmem
FEmArm produce am maintain 1Ns dig8al FIRM.
FLOOD INSURANCE RATE MAP
G NORTH CAROLINA FLOODPLAIN MAPPING PROGRAM
NATIONAL FLOOD INSURANCE PROGRAM
nl+o
MAP NUMBER
3720244600K
ti
MAP REVISED
01/05/07

22400M FEET 2260000 FEET
46DOOD FEET "g •+1p'w TB°amw 1B•B3 7B°e•tl'W 460000 FEET
y
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34°5l'30'N O • _ - 3d°5]'3a'N
440000 FEET - 440000 FEET
Try, Will ]B'r•u'ri Te°tf .c W "r1le W 1 rl. v. ,r e. + t u-1y, TB°ep'•W
2240OW FEET 2260000 FEET
JIM
This digital Fall Insurance Rate Map (FIRM) was Produced through a unique
cooyeraeve paNaeship bow" 1M stale of Noth Cardin, and Boo Fedend
EmergencyManagementnc Agey (FEMA). The oth Stele of NCarolina hs a
implemented a beg term approach b flbb,1O.in management to decrease the
esM ase,c a cod with gnodii This is demonstrated by the Stale's emmiMent
to In Mod nanM area' m the Iecal level. Asa pad d M6'Som me State of
North Carolina has 'pined in a Cooperating Technical Stara agreement with
FEW to pradun and maintain this digital FIRM.
FLOOD HAZARD INFORMATION NOTES TO USERS SCALE
SEE FlS REPORT FOR ZONE DESCRIPTIONS AND INDEX MAP
THE INFORMATION DEPICTED ON THIS MAP AND SUPPORTING
DOCUMENTATION ARE ALSO AVAILABLE IN DIGITAL FORMAT AT
HTTP:// FR IS.N C. G0V/FR IS
-Without Base Flood Elevation (BEE)
zone A, V, A99
With BFE Or Depth zone AL, AD, AH VE: AR
SPECIAL FLOOD HAZARD AREAS Regulatory Floodway
0.2%Annual Chance Flood Hazard, Areas
of 1%Annual Chance Flood with Average
Depth Less Than One Foot or With Drainage
Areas of Less Than One Square Mlle zone x
Future Conditions )%Annual
Chance Flood Hazard zone x
OTHER AREAS OF Area with Reduced Flood Risk due to Levee
FLOOD HAZARD See Notes zone x
OTHER _ Areas Determined to be Outside the
AREAS 0.2%Annual Chance Floodplain zone x
---- Channel, Culvert, Or Storm Sewer
Accredited OrProvlsionallyAccredited
GENERAL Levee, Dike, orFloodwail
STRUCTURES I I I I I I I I I Non -accredited Levee, Dike, or Floodwall
BM5010x North Carolina Geodetic Survey bench mark
BM5510® National Geodetic Survey bench mark
BMS51D® Contractor Est. NCFMP Survey bench mark
01 Cross Sections with 1%Annual Chance
Water Surface Elevation (BFE)
d- - - - - Coastal Transact
------- Coastal Transact Baseline
Profile Baseline
Hydrographic Feature
OTHER c Limit of Study
FEATURES Jurisdiction Boundary
For nloormammilquedro—obutthismap, availableprodude araodatM with this FIRM indutlinB
Map pro)eMm:
hi halo ralons&this FIRM, how rs order produdaar the National Flood Imomen¢ Program in general,
call the FEW Map Inform ton el(dangeat i-Bi7-FEMAIAAP(1-877-336362])or visit lha FEWMap
North Carolina State Plane Projection Feet (Zone 9200)
�()l
Plow.
Servce Centerwabsheathtlp/Imse.lema.goi beesepenying Flood lmomence 6Wtly report. Lethhol Mep
Oatum: NAD 1983(HorkontaD, NAVD 1 OBS(Vedlcal)
R.isi0n(LOMR)'r Lene„f Map AmeMment(LOMA),evwingpdionaollhispenel,,W4ig,Mlvm,o,edmie
I Y
FIRM may beavailpble. Vasil the North Cardin Floodplein Mapping Progamwabana at htlpJM ..cibodmaps.amd
I ilneh-1,000 feet
or contact the FEMA Map Service Caner.
111111
Conimmiges annexing land on adjacent FIRM panels must obtain a current copy of the ad!a¢nt panel as well ae
D 5DD t,DDD 2,DDD
Be cement FIRM Indies. These may be ordered direcpy horn the Map Service Center at the number hsMbove. d a
Feet
For ¢mi and countywide mop dates refer to the Poll Insurance Study repot for this luristliction.
Meters
To determine if fled ineurenre is available in the community, nnpct Your lnsurann'goner call the Nellonal
0 150 300 600
Flood Insurance Pnpam at 1-800,6381
BasemaP nlomwir—havnun Nis FIRM we p,,d,din digital format by the i Caroline FbMplein
Mapping Proprem (NCFMPJ. The s¢roe oflhis iMpmdipn con be tldeminatl hem the meletleM avaibbb in the
PANEL LOCATOR
tligiMl FLOOD debbaea antl in the Technical Supped Oars Nobbook (TSON).
ACCREDITED LEVEE NOTES TO USERS: II an aaretliletl levee rota appears m Ihla panel shark with your local
unity M obtain more information, men as the estimated level of protection provided (whldl may esosed the
JOHNSTONCOUNTY
1-per¢ntann¢khen¢ level) and Emergency Action Plan, on the bvee aystan(a) shown as providing protection.
magate flootl Ilk in residual Oak areas, property owns and residents are enceumi to consider
¢aid floatlproofing aotherprotective maesurea, Famoreinfomationon Uo insurance,inW,,tatl
NARNERCOUNIY
151e
patios should viak the FEW Websita at hip Owww fema.gm ftsi¢sa1mipmdev.shtm.
PROVISIONALLYACCREDITED LEVEE NOTES TO USERS: Ifs Provisionalty Accredited Levee(Ii note
te-
I 1111.
appears on IN5 panel, check with your Icnl emmudly to —in mom InfemaMn, such as the a tine ed awat of
mrotectien provided twmcn may ekned the 1-pernntannu ilchann —1) and Emergency Action Plan, on the
mmiyslem(s)shdvnaspre,dingmatectbn. To maintain accredliallon, the levee ownaroremmunity is
2
022
3s42
38s2
bell
3502
required to submit the dab and documentation necessary b comply with Section 65.10 of the NFIP regulelbns.
BMeownmunityor,v ,rd,nndpro d,t,neesearyddaenddo¢mentahm¢ifinedalaanddo¢menMMn
I
ten
1540
Lead
15e0
zs00
provii ed indicates the laves system dices net —ply with Section 65.10,ege eir.me FEMAwO rawse the flats
he. and cask infamatia for Ihn area b reflect tlecare0ita5an of the bvee system. To mitgata flap cask to
residual risk areas, propWy ow¢rs aM residents are enauMUW b comber MM mutate antl noodpmafing
p4egAge
MIS
1448
ti
11M
Moc
main er imme dive measures. For mere informa en on good Insurance, Interested panes should vl'a the FEW
Meaile at hop flA ,atame.govkuainmkMnfiphm1ek,ahim.
CUMBERLAND COUNTY
age
1a26
1496
llfifi
3186
24gfi
LIMIT OF MODERATE WOVE ACTION NOTES TO USERS: For come ccm d wading zones the AE Zone
cat egeryhasbeentl,dedbyeLimit,tMW,,WYAmA ,,(LiMWA). Thor UMWArepnhw,talheapprorimale
ld2a
1d14
1aB4
3484
2404
b =m limit of the 1.5-fad basking wave. The eRects d wave IaaaNs bdween the VE Zone and the LIM WA
(orbabwan tM'hoMlne and the LIMNW for areas wMre VE Zene' are cam Mernil .[the similar ie, bat Teas
severe then those in the VE Zone.
1102
-2
Sd42
Isez
SIB2
bad,
Limit Of Moderate Wave Action(LiMWA)
I
M217
e
4g
ueo
14eo
um
COASTAL BARRIER RESOURCES SYSTEM (CBRS) NOTE
1398
gw
33u
2308
Thismapriayndutleappmrimeto beemleriesollha CBRSMrinfmmdiondpmpmesonly, FbMinsuninceenot
raibbb within OBRS amasfor dnecheas that we newly built m imbetentelty imp—danmaherthadan(s)
indicated on the map. Fm more idomalbn see hltp:iv ..M.goovlhebibtcon¢rvedonkosstdbarder.hni. the
FIS Repot, or call the U.S. Fish end WJdlife Serwn Customer Service Carley al 1-ION-344-VMLD.
]3B6
23p6
® CBRSArea 0 Otherwise Protected Area
a
]ago
BIADEN COUNTY
1382
30R '.
1:12,000
WAYNECOUNTY
DUPLIN COUNTY
PENDER COUNTY
ENORTH CAROLINA FLOODPLAIN MAPPING PROGRAM
NATIONAL FLOOD INSURANCE PROGRAM
FLOOD INSURANCE RATE MAP
o NORTH CAROLINA
a PANEL 2444
�fG
I� TW (D I-' [; MA
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COMMUNITY CID PANEL SUFFIX
DUPLIN COUNTY 370083 2444 J
.// SAMPSON COUNTY 370220 2444 J
TURKEY, TOWN OF 370628 2444 J
s4s� WARSAW, TOWN OF 370633 Z444 J
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3. MAP NUMBER
3720244400J
MAP REVISED
01/05/07

CONTAIN INFORMATION
THAT IS CONFIDENTIAL AND
PROPRIETARY TO CAVANAUGH &
ASSOCIATES, P.A. DO NOT COPY,
REPRODUCE, NOR DISTRIBUTE IN
WHOLE OR PART
SHEET NUMBER
C.3.6
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CONFIDENTIAL
THESE PLANS CONTAIN INFORMATION
THAT IS CONFIDENTIAL AND
PROPRIETARY TO CAVANAUGH &
ASSOCIATES, P.A. DO NOT COPY,
REPRODUCE, NOR DISTRIBUTE IN
WHOLE OR PART
SHEET NUMBER
C.3.7
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