090005_Application - Swine Digester General_20241004

Frenches Creek Swine
Digester Animal Waste
Management System
Applicatgo
ion
PROJECT
Meska Solutions
Frenches Creek - 22751
Bladen County, NC 28448
ISSUED
October 4t"12024
85 Pascon Court • Gaston, SC 29053 • [phone] • [phone] FAX
www.efiusa.com

err
October 4th, 2024
Christine Lawson ([e-mail])
N.C. DEQ Division of Water Resources
1611 Mail Service Center
Raleigh, N.C. 27699-1611
Subject: Frenches Creek
Facility #09-05
AW 1090005
Modification to Swine Digester Animal Waste Management System
Dear Christine Lawson,
EFI USA Engineering (NC), PLLC, on behalf of HD3 Farms of the Carolinas, LLC, hereby submits the following
application to N.C. DEQ Division of Water Resources for the New Swine Digester Animal Waste Management
System application package. This project is located in Bladen County, North Carolina.
The items below are included in the application package for your review;
1. 1 Copy of: State Digester General Permit — Farm Digester System Application Form
a. Including a published Surface Water Classification Map
2. 1 Copy of: Digester Calculations with a PFD
3. 1 Copy of: Swine Digester Animal Waste Management System Narrative
4. 1 Copy of: FEMA Flood Certification Map
5. 1 Copy of: Permit Section 3.6 Components (FCF AWMPC)
a. Including the Nutrient Utilization Plan
6. 1 Copy of: Covered Lagoon Digester O&M Manual
7. 1 Copy of: Liner Integrity Certification Report
8. 1 Copy of: EFI Covered Lagoon Design Set with NC Seal
Please respond with any comments or questions.
Sincerely,
EFI USA Engineering (NC), PLLC
Ryen Simpson, P.E.
11Page October 4 t h , 2024

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Feeding Operations Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
State Digester General Permit — Farm Digester System
1. GENERAL INFORMATION:
1.1 Facility name: Frenches Creek
1.2 Print Owner's name: HD3 Farms of the Carolinas, LLC
1.3 Mailing address: PO Box 2107
City, State: Elizabethtown, NC Zip: 28337
Telephone (include area code): ( 910 ) 862 - 7400 Fax: (_) -
Email: dean(c�hiltoncompanies.com
1.4 Physical address: 739 Wendell Drive
City, State: Kelly, NC Zip: 28448
Telephone number (include area code): ( ) -
Latitude 34.519269' Longitude 78.3848780 (Decimal Degrees from Google Earth)
1.5 County where facility is located: Bladen County
1.6 Facility location (directions from nearest major highway, using SR numbers for state roads): Due North of Kelly, NC exit to
the East on Wendell Dr. off Highway 53. When Wendell Dr. ends in 0.9 miles at a tee, turn right on to Wendell Dr./Lois Ln.
Continue for a mile to arrive at the farm.
1.7 Farm Manager's name (if different from Landowner): HD3 Farms of the Carolinas, LLC
1.8 Lessee's / Integrator's name (if applicable; circle which type is listed): HD3 Farms of the Carolinas, LLC
1.9 Facility's original start-up date: 03/20/2018 Date(s) of facility expansion(s) (if applicable): 08/20/2020
1.10 Design Contact name: Ryen Simpson Phone [phone] Email: ryen.simpson(a)efiusa.com
2. OPERATION INFORMATION:
2.1 Facility number: 09-05
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 Tyne of Poultry No. of Animals Type of Cattle No. of Animals
❑ Wean to Feeder ❑ Layer ❑ Beef Brood Cow
❑ Feeder to Finish
❑ Farrow to Wean (# sow)
❑ Farrow to Feeder (# sow)
❑ Farrow to Finish (# sow)
® Wean to Finish (# sow) 15,303
❑ Gilts
❑ Boar/Stud
❑ Other Type of Livestock on the farm:
❑ Non -Layer
❑ Turkey
❑ Turkey Poults
❑ Beef Feeder
❑ Beef Stocker Calf
❑ Dairy Calf
❑ Dairy Heifer
❑ Dry Cow
❑ Milk Cow
No. of Animals:
FORM: AWO-STATE-G-DIGESTER-7/15/2022 Page 1 of 6

2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): See attached Waste Utilization Plan Acres
Required Acreage (as listed in the CAWMP): See attached Waste Utilization Plan Acres
Existing Application Area (pre -construction): See attached Waste Utilization Plan Acres
Proposed Application Area (post -construction): Same as existing Acres
Is there a change to the existing WUP? YES or NO (circle one)
Is the Existing WUP attached? YES or NO (circle one)
Is the New (if applicable) WUP attached? YES or NO (circle one)
2.4 List and Describe all Storage/Treatment Structures Below:
a. DIGESTER or other PRIMARY TREATMENT: (double click on "Select" for drop -down menu box)
Treatment
Existing?
Name of
Treatment
Type of
Liner
Surface
Type of Cover
Ttl Capacity
Req'd Capacity
Unit Type
(Y/N)
Unit
Material
Area
Material
(cu. Ft.)
(cu.ft.)
Y
Digester
(Lagoon
Bioreactor
Synthetic
25,668 SF
Synthetic
154,224
376,477 (Total)
to be
#2
(80mm)
Covered
Y
Digester
(Lagoon
Bioreactor
Synthetic
33,382 SF
Synthetic
227,088
376,477 (Total)
to be
#3
(80mm)
Covered
Select
Select
Select
a.l Are engineering designs, drawings, specifications, and details attached? YES or NO (circle one)
b. SECONDARY TREATMENT/STORAGE: (double click on "Select" for drop -down menu box)
Name of Storage
Unit
Existing?
(Y/N)
Type of Liner
Material
Surface Area
Ttl Capacity
(cu. Ft.)
Req'd Capacity
(cu.ft.)
Polishing Reactor
Y
Synthetic
149,376 SF
1,080,288
503,743
Select
Select
Select
* The Total Capacity of the Polishing reactor provided is based on the lagoon design sealed by J. Heal Tucker (#11925) on
09/08/1997. The Required Capacity is based on the permitted 31,400 GPD facility over 120 days of storage.
2.5 Are KNOWN subsurface drains present within 100' of any application fields? YES or NO (circle one)
2.6 Are KNOWN subsurface drains in the vicinity or under the waste management system? YES or NO (circle one)
2.7 Does this facility meet all applicable siting requirements? YES or NO (circle one)
2.8 Describe Water Movement between Barns, Digesters, and Storage Ponds (double click on "Select" for drop -down menu
box)
Location
Pump Station or
Gravity
Pipe Size
Minimum Pump
Ca acit
Plan Sheet
Reference
GPM
TDIJ
Barns to Digester
Pump Station #1
6"
720
59'
4 of 9
Barns to Digester
Pump Station #2
6"
720
59'
4 of 9
Digester to Secondary
Gravity
8"
5 of 9
FORM: AWO-STATE-G-DIGESTER-7/15/2022 Page 2 of 6

3. REQUIRED ITEMS CHECKLIST:
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item.
Applicant's Initials
3.1 One completed and signed original of the application for Digester Animal Waste Management
System Application Form.
3.2 A general location map indicating the location of the animal waste facilities and field locations
where animal waste is land applied and a county road map with the location of the facility
indicated.
3.3 Documentation that new digester structure(s) meets the Swine Farm Siting Act, for swine ,
operations.
3.3.1 Site Map. The scale of this map shall not exceed 1 inch = 400 feet.
3.3.2 All proposed digesters to occupied residences > 1500 feet OR no closer than existing setback.
Existing setback = 1.500 feet
3.3.3 All proposed digesters to schools, hospitals, churches, outdoor recreational facilities, national parks, state
parks, historic properties, or childcare centers > 2500 feet OR no closer than existing setback.
Existing setback = 2,500 feet
3.3.4 All proposed digesters to property boundaries > 500 feet OR no closer than existing setback.
Existing setback = 748 feet
3.3.5 All proposed digesters to Public Water supply wells > 500 feet.
3.3.6 The map shall show the location of any property boundaries and perennial streams, or rivers located
within 75 feet of waste application areas.
3.4 One copy of all engineering documents, including, but not limited to, calculations,
equipment specifications, plan and profile drawings to scale, construction materials,
supporting equations or justifications.
3.5 A detailed narrative of the Farm Digester Animal Waste Management System.
3.6 A copy of the CAWMP which must include the following components. Some of these
components may not have been required at the time the facility was initially certified but must
be added to the CAWMP for permitting purposes:
3.6.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available Nitrogen (PAN)
produced and utilized by the facility
3.6.2 The method by which waste is applied to the disposal fields (e.g., irrigation, injection, etc.)
3.6.3 A map of every field used for land application
3.6.4 The soil series present on every land application field
3.6.5 The crops grown on every land application field
3.6.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP
3.6.7 The PAN applied to every application field
3.6.8 The waste application windows for every crop utilized in the WUP
3.6.9 The required NRCS Standard Specifications
3.6.10 A site schematic
3.6.11 Emergency Action Plan
3.6.12 Insect Control Checklist with chosen best management practices noted
3.6.13 Odor Control Checklist with chosen best management practices noted
3.6.14 Mortality Control Checklist with the selected method noted
3.6.15 Lagoon/storage pond capacity documentation (design, calculations, etc.); please be sure to include any
site evaluations, wetland determinations, or hazard classifications that may be applicable to your
facility
3.6.16 Site Specific Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your
submittal. (Composting, waste transfers, etc.)
FORM: AWO-STATE-G-DIGESTER-7/15/2022 Page 3 of 6

4. ENGINEER'S CERTIFICATION:
I, Ryen Simpson it (P.E. representing Owner's name listed in question 1.2), attest that this
application for Frenches Creek (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 to me as incomplete.
Signature
Engineer's Seal
5. FARM OWNER/PERMITTEE CERTIFICATION:
Date
I, N D3 tram., o � k t- cows s L. L (— (Owner/Permittee name listed in question 1.2), attest
that this application for TYW(Age5 Cxet - (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 yettT as incom lete.
Signature DEAN HILTON Date OU1171 1Q0Qq
6. MANAGER'S CERTIFICATION: (complete only if different from the Farm Owner)
I,
(Manager's name listed in question 1.7), attest that this
application for (Facility name listed in question 1.1) has
been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application
package will be returned as incomplete.
Signature
Date
FORM: AWO-STATE-G-DIGESTER-7/15/2022 Page 4 of 6

THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER
WATER QUALITY PERMITTING SECTION
ANIMAL FEEDING OPERATIONS PROGRAM
1636 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1636
TELEPHONE NUMBER: [phone]
ELECTRONIC SUBMISSION IS ENCOURAGED. EMAIL TO: [e-mail]
7. SURFACE WATER CLASSIFICATION:
This form must be completed by the appropriate DWR regional office and included as a part of the
project submittal information.
INSTRUCTIONS TO NC PROFESSIONALS:
The classification of the downslope surface waters (the surface waters that any overflow from the facility would flow toward) in
which this animal waste management system will be operated must be determined by the appropriate DWR regional office.
Therefore, you are required, prior to submittal of the application package, to submit this form, with items l through 6
completed, to the appropriate Division of Water Resources Regional Operations Supervisor (see page 6 of 6). At a minimum,
you must include an 8.5" by I V copy of the portion of a 7.5-minute USGS Topographic Map which shows the location of this
animal waste application system and the downslope surface waters in which they will be located. Identify the closest
downslope surface waters on the attached map copy. Once the regional office has completed the classification,
reincorporate this completed page and the topographic map into the complete application form and submit the
application package.
7.1 Facility Name & Number: Frenches Creek 09-05
7.2 Name & complete address of engineering firm: 85 Pascon Court Gaston, SC 29053
Telephone: [phone] Fax:(_)
Email: ryen.simosonAefiusa.com
7.3 Name of closest downslope surface waters: Frenches Creek Stream
7.4 County(ies) where the animal waste management system and surface waters are located Bladen County
7.5 Map name and date: Singletary Lake, NC 2022
7.6 NC Professional's Seal (If appropriate), Signature, and Date: Provided on attached mg.
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 sseegment(s): ll
Name of surface waters: J!%Le�c.V66 Gi2EEi�r (F'llEnIG/1FS
Classification (as established by the Et
Proposed classification, if applicable: _
Signature of regional office personnel:
(All attachments must be signed)
FORM: AWO-STATE-G-DIGESTER-7/15/2022 Page 5 of 6

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

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EXISTING UNLINED
LAGOON
PROPOSED
COVERED 0-111-
�5�
DIGESTERS
WENDELL DR. �` -'�•�
-4j_ -- O
EXISTING LINED
LAGOONS 50
— •" y�iienciiS) EXISTING
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INDEX #: 18-55, CLASS: WS-IV -
- FROM SOURCE TO CAPE -"-1-
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WATERSHED CLASSIFICATION MAP
PROJECT NAME: Frenches Creek Digester Cover System PROJECT NO. 22751
OWNER: HD3 FARMS OF THE CAROLINAS, LLC \�

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8s Pascon Court Gaston, SC 2903 iel.'[phone] www.efiusa.com

Covered Lagoon Digester Design for Swine Farrr
Calculations for Ambient Digester and Average Weighs
A. Farm Information
Project No.
22751
Site Name:
Frenches Creek Farm
City/State:
Kelly, NC
Date:
03/10/2024 vl
Design/Calculations
H. Cumba
B. Farm Values for Manure Mass and Volume
Wean to Finish Farm- Four barns -Max capaicty per permit of 15,303 heads
Weight Cycle: In (12 lb) Out (300 lb). Use average weight for calculations.
Operational Cycle: 23 to 24 wks
Use exinting bioreator #2 and #3 for covered lagoon digesters
Assume inlet total solid of 2%.
Pull Plug pits, flushed every 7 days
Ave.
Total
Volatile
Fresh Manure
Type
Quantity
Wt.
Solids
Solids
Volume
lb/each
lb/day
lb/day
ft3/day
Feed -to -Finish
15,303
157
15,189
12,937
2,635
Total
15,303
15,189
12,937
2,635
C. Input Design Values and Calculations
INPUTS
1. Assumed water usage per day, gal/d
12,281
2. Manure TS as excreted, %
10
3. Design wastewater inlet TS, %
2
4. Design HRT, days
30
CALCULATIONS
Design Values based on Existing Ponds
1) Waste Production
ft3
m3
gal
Total daily wastewater
12,549
355
93,868
Wastewater inlet TS%,
2.10
2) Design Treatment Volume
ft3
m3
gal
Lagoon Treatment Volume
376,477
10,662
2,816,046
3) Estimated Daily Biogas
ft3
m3
SCFM
Minimum
65,672
1,860
46
Maximum
110,810
3,138
77
Average
88,241
2,499
61
4) Estimated Daily Methane (60%)
ft3
m3
SCFM
Minimum
39,403
1,116
27
Maximum
66,486
1,883
46
Average
52,945
1,499
37
5) Statistical Values
ft3
m3
gal
Wastewater volume per animal head
0.82
0.02
6.13
Ave. biogas production per animal head
5.77
0.16
6) Estimated Energy Budget
Min
Max
Ave
Total Energy, BTU/hr
1,559,710
2,631,738
2,095,724
MMBTU/yr
13,663
23,054
18,359
Total Energy, MMBTU/hog/yr
0.9
1.5
1.2
7.Oxygen Requirement
Biogas,
scfm
HzS
ppmv
HzS,
scfm
Oz
scfm
Air
scfm
80
2500
0.2
1.00
6
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www.efiusa.com

Covered Lagoon Digester Design for Swine Farm
Process Flow Diagram
Project No.
22751
Site Name:
Frenches Creek Farm
City/State:
Kelly, NC
Date:
03/11/2024v1
Design/Calculations
H. Cumba
I Barns 1 & 2 1
I Lift Station #1 1
Sludge Removal
Cover Stormwater
Covered Lagoon
Digester #1
(Bioreactor#2)
�I Covered Lagoon
Digester#2
Sludge Removal I (Bioreactor#3)
Storage Lagoon/
Future CLD Expansion
(Polishing Reactor)
Ei
z;ME
www.efiusa.com
I Barns 3 & 4 I
I Lift Station #2 1

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Narrative:
EFI USA Engineering (NC), PLLC, on behalf of HD3 Farms of the Carolinas, LLC, intends to convert two existing
lined open lagoons to covered anaerobic digesters.
The Frenches Creek Facility #09-05 will utilize the existing barns and manure collection flush system as
currently operated. The manure will be pumped from both existing Lift Stations (#1 & #2), as currently
operated, but the downstream force mains will be connected and rerouted to bypass BioReactor #1,
EcoReactor #1, and EcoReactor #2 to enter the first Covered Lagoon Digester CLD1 (formerly BioReactor #2).
CLD 1 will overflow using the existing gravity pipe into the second Covered Lagoon Digester CLD2. CLD 2 will
use the existing flow control structure (FCS #5) to pump into the existing Polishing EcoReactor. The facility can
continue to use the Polishing EcoReactor as currently operated in accordance with the Waste Utilization Plan
and will have the additional capability to pump wastewater into BioReactor #1 for additional storage.
11Page October 4 t h , 2024

STATE OF NORTH CAROLINA FIRM PANEL LOCATOR DIAGRAM
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DATUM INFORMATION
The projection used in the preparation of this map was the North Carolina
State Plane (FIPSZONE 3200). The horizontal datum was the North American
Datum of 1983, GRS80 ellipsoid. Differences in datum, ellipsoid, projection, or
Universal Transverse Mercator zones used in the production of FIRMs for adjacent
jurisdictions may result in slight positional differences in map features across
jurisdictional boundaries. These differences do not affect the accuracy of this
FIRM. All coordinates on this map are in U.S. Survey Feet, where
1 U.S. Survey Foot = 1200/3937 Meters.
Flood elevations on this map are referenced to the North American Vertical
Datum of 1988 (NAVD 88). These flood elevations must be compared to structure
and ground elevations referenced to the same vertical datum. An average
offset between NAVD 88 and the National Geodetic Vertical Datum of 1929
(NGVD 29) has been computed for each North Carolina county. This offset was
then applied to the NGVD 29 flood elevations that were not revised during the
creation of this statewide format FIRM. The offsets for each county shown on
this FIRM panel are shown in the vertical datum offset table below. Where a
county boundary and a flooding source with unrevised NGVD 29 flood elevations
are coincident, an individual offset has been calculated and applied during the
creation of this statewide format FIRM. See Section 6.1 of the accompanying
Flood Insurance Study report to obtain further information on the conversion
of elevations between NAVD 88 and NGVD 29. To obtain current elevation,
description, and/or location information for bench marks shown on this map,
please contact the North Carolina Geodetic Survey at the address shown below.
You may also contact the Information Services Branch of the National Geodetic
Survey at [phone], or visit its website at.www.nqs.noaa.go .
North Carolina Geodetic Survey County Average Vertical Datum Offset Table
121 West Jones Street County Vertical Datum Offset (ft)
Raleigh, NC 27601 Bladen - 0.94
[phone]
www.ncqs.state.nc.us
Example: NAVD 88 = NGVD 29 + (-0.94)
All streams listed in the Flood Hazard Data Table below were studied by
detailed methods using field survey. Other flood hazard data shown on this
map may have been derived using either a coastal analysis or limited detailed
riverine analysis. More information on the flooding sources studied by these
analyses is contained in the Flood Insurance Study report.
�� srng �. �yAxTr>q
o
FEh1A'SCOOPER4TING TECHIVIC,vL'.4RT��IER
This digital Flood Insurance Rate Map (FIRM) was produced through a unique
cooperative partnership between the State of North Carolina and the Federal
Emergency Management Agency (FEMA). The State of North Carolina has
implemented a long term approach of floodplain management to decrease
the costs associated with flooding. This is demonstrated b the State's com-
mitment to map floodplain areas at the local level. As a part of this effort, the
State of North Carolina has joined in a Cooperating Technical State agreement
1 p 9 9
with FEMA to produce and maintain this digital FIRM.
www.ncfloodmaps.com
2 18(
300 000 FEE
34° 34' 0
3828 000 M
34° 33' 0
3826 00o M
34° 32' 0
285 000 FEE
3824 00o M
280 000 FEE
2 18(
78°24'00"
78°23' 00"
JOINS PANEL 1380
78°22'00"
78°21'00"
78°2A'00,, 2 185 000 FEET 78°23'00" 78°22'00" 78°21100,,
JOINS PANEL 1286
This map is for use in administering the National Flood Insurance Program. It does not
necessarily identify all areas subject to flooding, particularly from local drainage sources
of small size. The community map repository should be consulted for possible
updated or additional flood hazard information.
To obtain more detailed information in areas where Base Flood Elevations BFEs
and/or floodways have been determined, users are encouraged to consult the Flood
Profiles, Floodway Data, Limited Detailed Flood Hazard Data, and/or Summary of Stillwater
Elevations tables contained within the Flood Insurance Study (FIS) report that accompanies
this FIRM. Users should be aware that BFEs shown on the FIRM represent rounded
whole -foot elevations. These BFEs are intended for flood insurance rating purposes
only and should not be used as the sole source of flood elevation information. Accordingly,
flood elevation data presented in the FIS report should be utilized in conjunction with
the FIRM for purposes of construction and/or floodplain management.
Boundaries of regulatory floodwa s shown on the FIRM for flooding sources studied
g Y Y 9
b detailed methods were computed at cross sections and interpolated between cross
Y P p
sections. The floodwa s were based on hydraulic considerations with regard to requirements
Y Y g q
of the National Flood Insurance Program. Floodway widths and other pertinent floodway
data for flooding sources studied by detailed methods as well as non -encroachment widths
for flooding sources studied by limited detailed methods are provided in the FIS report
for this jurisdiction. The FIS report also provides instructions for determining a floodway
using non -encroachment widths for flooding sources studied by limited detailed methods.
NOTES TO USERS
Certain areas not in Special Flood Hazard Areas may be protected by flood control
structures. Refer to Section 4.4 "Flood Protection Measures" of the Flood Insurance
Study report for information on flood control structures in this jurisdiction.
Base map information and geospatial data used to develop this FIRM were obtained from
various organizations, including the participating local community(ies), state and federal
agencies, and/or other sources. The primary base for this FIRM is aerial imagery acquired
by Bladen County. The time period of collection for the imagery acquired by Bladen County
is 1999. Information and geospatial data supplied by the local community(ies) that met
FEMA base map specifications were considered the preferred source for development of
the base map. See geospatial metadata for the associated digital FIRM for additional
information about base map preparation.
Base map features shown on this map, such as corporate limits, are based on the
most up-to-date data available at the time of publication. Changes in the corpora
te
limits may have occurred since this ma was published. Ma users should
Y p p p
consult the appropriate communi official or website to verify current conditions of
community Y
jurisdictional boundaries and base map features. This map may contain roads that were
not considered in the hydraulic analysis of streams where no new hydraulic model was
created during the production of this statewide format FIRM.
This map reflects more detailed and up-to-date stream channel configurations than
those shown on the previous FIRM for this jurisdiction. The floodplains and floodways
that were transferred from the previous FIRM may have been adjusted to conform to
these new stream channel configurations. As a result, the Flood Profiles and Floodway
Data tables in the Flood Insurance Study report (which contains authoritative hydraulic
data) may reflect stream channel distances that differ from what is shown on this map.
Please refer to the separately printed Map Index for an overview map of the county
showing the layout of map panels, community map repository addresses, and a Listing of
Communities table containing National Flood Insurance Program dates for each community
as well as a listing of the panels on which each community is located.
If you have questions about this map, or questions concerning the National Flood
Insurance Program in general, please call 1-877-FEMA MAP (1-877-336-2627) or visit the
FEMA website at www.fema.gov.
An accompanyingFlood Insurance Stud report, Letter of Ma Revision LOMR or Letter
Y p p ( )
of Ma Amendment LOMA revising onions of this panel, and digital versions of this
p ( ) 9 p p 9
FIRM may be available. Visit the North Carolina Floodplain Mapping Program website
at www.ncfloodmaps.com, or contact the FEMA Map Service Center at 1-800-358-9616
for information on all related products associated with this FIRM. The FEMA Map Service
Center may also be reached by Fax at 1-800-358-9620 and its website at www.msc.fema.gov.
LEGEND
_T
SPECIAL FLOOD HAZARD AREAS (SFHAs) SUBJECT TO
000 FEET
INUNDATION BY THE 1 % ANNUAL CHANCE FLOOD
The 1 % annual chance flood (100-year flood), also known as the base flood, is the flood
that has a 1 % chance of being equaled or exceeded in any given year_ The Special
Flood Hazard Area is the area subject to flooding by the 1 % annual chance flood. Areas
of Special Flood Hazard include Zones A, AE, AH, AO, AR, A99, V, and VE. The Base
Flood Elevation is the water surface elevation of the 1% annual chance flood.
ZONE A No Base Flood Elevations determined.
ZONE AE Base Flood Elevations determined.
ZONE AH Flood depths of 1 to 3 feet (usually areas of ponding); Base Flood
Elevations determined.
ZONE AO Flood depths of 1 to 3 feet (usually sheet flow on sloping terrain);
average depths determined. For areas of alluvial fan flooding, velocities
also determined.
ZONE AR Special Flood Hazard Area formerly protected from the 1% annual
4' 00"
chance flood by a flood control system that was subsequently
decertified. Zone AR indicates that the former flood control system is
being restored to provide protection from the 1% annual chance or
greater flood.
ZONE A99 Area to be protected from 1 % annual chance flood by a Federal
28 00o M
flood protection system under construction; no Base Flood Elevations
determined.
ZONE VE Coastal flood zone with velocity hazard (wave action); Base Flood Elevations
determined.
® FLOODWAY AREAS IN ZONE AE
The floodway is the channel of a stream plus any adjacent floodplain areas that must be
kept free of encroachment so that the 1% annual chance flood can be carried without
substantial increases in flood heights.
OTHER FLOOD AREAS
ZONE X Areas of 0.2% annual chance flood; areas of 1 % annual chance flood
with average depths of less than 1 foot or with drainage areas less than
1 square mile; and areas protected by levees from 1 % annual chance
flood.
000 FEET
OTHER AREAS
ZONE X Areas determined to be outside the 0.2 % annual chance floodplain.
ZONE D Areas in which flood hazards are undetermined, but possible.
COASTAL BARRIER RESOURCES SYSTEM (CBRS) AREAS
\\ \ OTHERWISE PROTECTED AREAS (OPAs)
CBRS areas and OPAs are normally located within or adjacent to Special Flood Hazard Areas.
1% annual chance floodplain boundary
0.2 % annual chance floodplain boundary
— — — — Floodway boundary
- - Zone D Boundary
•••••••••••••••••••• CBRS and OPA boundary
Boundary dividing Special Flood Hazard Area Zones and
4 boundary dividing Special Flood Hazard Areas of different
Base Flood Elevations, flood depths or flood velocities.
513 Base Flood Elevation line and value; elevation in feet*
3' 00"
Base Flood Elevation value where uniform within zone;
(EL 987)
elevation in feet*
*Referenced to the North American Vertical Datum of 1988
o,z Cross section line
23 - - - - - - 23 Transectline
Geographic coordinates referenced to the North American
26 0oo M
97°07' 30", 32°22' 30" Datum of 1983 (NAD 83)
4276 000 M 2000-meter Universal Transverse Mercator grid ticks, zone 17
1 477 500 FEET 5000-foot grid values: North Carolina State Plane coordinate
system (FIPSZONE 3200, State Plane NAD 83 feet)
BM5510 North Carolina Geodetic Survey bench mark (see explanation
X in the Datum Information section of this FIRM panel).
BM5610 National Geodetic Survey bench mark (see explanation in
® the Datum Information section of this FIRM panel).
• M1.5 River Mile
ZONE AE
(EL 39)
LOODING EFFECTS FROM
COLLY CREEK
2' 00"
24 000 M
000 FEET
_T
MAP REPOSITORY
Refer to listing of Map Repositories on Map Index or visit www.ncfloodmaps.com.
EFFECTIVE DATE OF FLOOD INSURANCE RATE MAP PANEL
JAN UARY 5, 2007
EFFECTIVE DATE(S) OF REVISION(S) TO THIS PANEL
For community map revision history prior to statewide mapping, refer to the Community Map
History table located in the Flood Insurance Study report for this jurisdiction.
To determine if flood insurance is available in this community, contact Yagent,our insurance the
North Carolina Division of Emergency Management or the National Flood Insurance Program at the
following phone numbers or websites:
NC Division of Emergency Management National Flood Insurance Program
[phone] www.nccrimecontrol.org/nfip 1-800 638-6620 www.fema.gov/nfip
lb -
GRID NORTH
MAP SCALE 1" = 1000' (1 : 12,000)
500 0 1000 2000
FEET
METERS
300 0 300 600
D
PANEL 1288J
FIRM
®
FLOOD INSURANCE RATE MAP
®
NORTH CAROLINA
0
m
PANEL 1288
(SEE LOCATOR DIAGRAM OR MAP INDEX FOR FIRM
PANEL LAYOUT)
CONTAINS:
COMMUNITY CID No. PANEL SUFFIX
BLADEN COUNTY 370293 1288 J
7771
Notice to User: The Map Number shown below should be used
when placing map orders; the Community Number shown
above should be used on insurance applications for the subject
community.
EFFECTIVE DATE MAP NUMBER
JANUARY 5, 2007 3720128800J
C(C=D)
SrA7p c �VART,yj
4 1.c y n
i!I �
_ 1
L9ND SEC
State of North Carolina
Federal Emergency Management Agency

Animal Waste Management Plan Certification
;'Please type or print all information that does not require a signature)
General Information:
Name of Farm: Frenches Creek
Owner(S) Name: 1 D3 Farms of the Carolina's Facility No: 9-5
Mailing Address: PO Box 2107 Elizabethtown, NC 28337 Phone No: 910 293-3434
Farm Location: County Farm is located in: Bladen
Latitude and Longitude: 34 31' 12" / 78 22' 53"
Please attach a copy of a county road map with location--- identified and described below (Be specifiIntocraroad Smithfield HP
names, directions, milepost, etc.): Take NC 242 to Ammons turn left onto SR 1002, Old Fayetteville Rd, follow for 4.5
miles. 0.5 miles past the Cumberland county line. Turn left onto SR 2046, Avery Rd. Follow for .4 of a mile. Farm is
on the left.
P-peration Des�
Type of Swine
0
Wean to Feeder
ED
Feeder to Finish
FI
Farrow to Wean
FI
Farrowto Feeder
�
Farrow to Finish19 - -'
Wean to Finish 75`3Q3
i77
Gilts
0
Boars
No. of Animals
Type of poultry
� Layer
0 Pullets
No. of Animals
Type of Cattle
0 Dairy
0 Beef
No. of Animals
Acreage Available for Application: - — -
100.78 Required Acreage: 100.78
Number of Lagoons / Storage Ponds: 2 Total Capacity: 1,575,977 Cubic Feet (ft3)
Are subsurface drains present on the farm: Yes or
No (please circle one)
If YES: are subsurface drains present in the area of the LAGOON or SPRAY FIELD (please circle one)
Owner / Manager Agreement
I (we) vsrify that all the above information is correct and wilt be updated upon changing. I (we) understand the operation and
maintenance procedures established in the approved animal waste management plan for the farm named above and will implement
these procedures. 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 Environmental Management before the
new animals are stocked. I (we) understand that there must be no discharge of animal waste from the storage or application system
to surface waters of the state either directly through a man-made conveyance or from a storm event less severe than the 25 - year,
24 - hour storm and there must not be run-off from the application of animal waste. i (we) understand that run-off of pollutants from
lounging and heavy use areas must be minimized using technical standards developed by the Natural Resources Conservation
Service. The approved plan will be filed at the farm and at the office of the local Soil and Water Conservation District. I (we) know
that any modification must be approved by a technical specialist and submitted to the Soil and Water Conservation District prior to
implementation. A change in land ownership requires written notification to DEM or a new certification (if the approved plan is
changed) within 60 days of a title transfer.
Name of Land Owner: >�
Signature:
�% Date: Z �v Name of Manage f differe from owner):
Signature:
Date
AWC — August 1; 1997

I. As a technical specialist designated by the North Carolina Soil and Water Conservation Commission
pursuant to 15A NCAC 6F .0005. 1 certify that the animal waste management system for this farm named
above has an animal waste management plan that meets or exceeds standards and specifications of the
Division of Environmental Management (DEM) as specified in 15A NCAC 2H.201 and the USDA -Natural
Resources Conservation Service (NRCS) and/or the North Carolina Soil and Water Conservation Commission
pursuant to 15A NCAC 2H.0217 and 15A NCAC 6F .0001.0005. The following elements are included in the
plan as applicable. While each category designates a technical specialist who may sign each certification
(SD, SI, WUP, RC, 1), the technical specialist should only certify parts for which they are technically
competent.
IL Ceilification of Design
A) Collection. Storage, Treatment System
Check the�eppropriate box
Existing facility without retrofit (SD or WUP)
Storage volume is adequate for operation capacity: storage capability consistent with waste
utilization requirements.
E:J New, expanded or retrofitted facility_ (SD)
Animal waste storage and treatment structures, such as but not limited to collection systems, lagoons
and ponds, have been designed to meet or exceed the minimum standards and specifications.
Name of Technical Specialist (Please Print): Toni W. King
Affiliation Murphy -Brown, LLC Date Work Completed:
Address (Agenc ): P.O. Box 856 Warsaw, NC 28398 Phone No.: [phone]
Signature: Date:
B) Land Application Site (WUP)
The plan provides for minimum separations (buffers); adequate amount of land for waste utilization;
chosen crop is suitable for waste management hydraulic and nutrient loading rates.
Name of Technical Specialist (Please Print): Toni King
Affiliation Murphy -Brown, LLC Date Work Completed:
Address (Agen y): P.O. Box 856, Warsaw, NC 28398 Phone No.: [phone]
Signature: Date: -q:)r 2-1— 2Z
C) Runoff Controls from Exterior Lots
Check the appropriate box
L� Facility without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
0 Facility with exterior lots (RC)
Methods to minimize the run off of pollutants from lounging and heavy use areas have been
designed in accordance with technical standards developed by NRCS.
Name of Technical Specialist (Please Print): Toni W. King
Affiliation Murphy -Brown, LLC Date Work Completed:
Address (Agenc : P.O. Box 856, Xyarsaw, NC 28398 Phone No.: [phone]
Signature: Date:
AWC -- August 1, 1997

D). Application and Handling Equipment
Check t appropriate box
21 Existing or expanding facility with existing waste application equipment (WUP or 1)
Animal waste application equipment specified in the plan has been either field calibrated or evaluated
in accordance with existing design charts and tables and is able to apply waste as necessary to
accommodate the waste management plan: (existing application equipment can cover the area
required by the plan at rates not to exceed either the specified hydraulic or nutrient loading rates. A
schedule for timing of applications has been established; required buffers can be maintained and
calibration and adjustment guidance are contained as part of the plan).
❑ New, expanded or existinq facilitv without existinq waste application eouipment for sDrav irrigation.
Animal waste application equipment specified in the plan has been designed to apply waste as
necessary to accommodate the waste management plan: (proposed application equipment can
cover the area required by the plan at rates not to exceed either the specified hydraulic or nutrient
loading rates; a schedule for timing of applications has been established: required buffers can be
maintained: calibration and adjustment guidance are contained as part of the plan).
0 New, expanded or existing facilitv without existing waste application equipment for land spreading not
using spray irrigation. (WUP or 1)
Animal waste application equipment specified in the plan has been selected to apply waste as
necessary to accommodate the waste management plan: (proposed application equipment can cover
the area required by the plan at rates not to exceed either the specified hydraulic or nutrient loading
rates: a schedule for timing of applications has been established; required buffers can be maintained:
calibration and adjustment guidance are contained as a part of the plan).
Name of Technical Specialist (Please Print): Toni W. King
Affiliation Murphy -Brown, LLC Date Work Completed:
Address (Agenc ): P.O. Box 856, Warsaw, NC 28398 Phone No.: [phone]
Signature: Date: -'5A-20
E) Odor Conta Insect Control Mortality MaNgement and Emerc
gencyAction Plan(SD.
SI, WUP, RC or 1)
The waste management plan for this facility includes a Waste Management Odor Control Checklist,
an Insect Control Checklist, a Mortality Management Checklist and an Emergency Action Plan.
Sources of both odors and insects have been evaluated with respect to this site and Best
Management Practices to Minimize Odors and Best Management Practices to Control Insects have
been selected and included in the waste management plan. Both the Mortality Management Plan
and the Emergency Action Plan are complete and can be implemented by this facility.
Name of Technical Specialist (Please Print): Toni W. King
Affiliation Murphy -Brown, LLC Date Work Completed:
Address (Agen ): P.O. Box 856, Warsaw, NC 28398 Phone No.: (910 293-3434 _
Signature: - Date: - Zla - 7 r,
F) Written Notice of New or Expanding Swine rm
The following signature block is only to be used for new or expanding swine farms that begin
construction after June 21, 1996. If the facility was built before June 21, 1996, when was it
constructed or last expanded
I (we) certify that I (we) have attempted to contact by certified mail all adjoining property owners and
all property owners who own property located across a public road, street or highway from this new
or expanding swine farm. The notice was in compliance with the requirements of NCGS 106-805. A
copy of the notice and a list of property owners notified is attached.
Name of Land Owner:
Signature:
Name of Manager (if different from owner):
Signature:
AWC -- August 1, 1997
Date:
Date

• a •
A) Collection, Storage, Treatment Installation
New, expanded or retrofitted facility (SI)
Animal waste storage and treatment structures, such as but not limited to lagoons and ponds, have
been installed in accordance with the approved plan to meet or exceed the minimum standards and
specifications.
For existing facilities without retrofits, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation Date Work Completed:
Address (Agency):
Signature:
Phone No.:
Date:
B) Land Application Site (WUP)
Check the aappp�r�opriate box
L_(✓ The cropping system is in place on all land as specified in the animal waste management plan.
Conditional Approval: all required land as specified in the plan is cleared for planting: the
cropping system as specified in the waste utilization plan has not been established and the owner
has committed to establish the vegetation as specified in the plan by (month/day/year);
the proposed cover crop is appropriate for compliance with the waste utilization plan.
F-1 Also check this box if appropriate
If the cropping system as specified in the plan can not be established on newly cleared
land within 30 days of this certification, the owner has committed to establish an interim
crop for erosion control:
Name of Technical Specialist (Please Print): Toni W. King
Affiliation Murphy -Brown, LLC Date Work Completed:
Address (Agen y): P.O. Box 856, Warsaw, NC 2839E Phone No.: [phone]
Signature: Date: '5-'2L4 -7
This following signature block is only to be used when the box for conditional approval in Ill. B
I (we) certify that I (we) have committed to establish the cropping system as specified in my (our) waste utilization
plan, and if appropriate to establish the interim crop for erosion control, and will submit to DEM a verification of
completion from a Technical Specialist within 15 calendar days following the date specified in the conditional
certification. I (we) realize that failure to submit this verification is a violation of the waste management plan and
will subject me (us) to an enforcement action from DEM.
Name of Land Owner:
Signature:
Name of Manager (if different from owner):
Signature:
AWC -- August 1, 1997 4
Date:
Date

C) Runoff Controls from Exterior Lots (RC)
Facility with exterior lots
Methods to minimize the run off of pollutants from lounging and heavy use area have been installed
as specified in the plan.
For facilities without exterior lots, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation Date Work Completed:
Address (Agency): Phone No.:
Signature: Date:
D) Application and Handling Equipment Installation (WUP or 1)
Check the appropriate b ck
Animal waste application and handling equipment specified in the plan is on site and
ready for use; calibration and adjustment materials have been provided to the owners
and are contained as part of the plan.
0 Animal waste application and handling equipment specified in the plan has not been
installed but the owner has produced leasing or third party application and has provided
a signed contract: equipment specified in the contract agrees with the requirements of
the plan: required buffers can be maintained: calibration and adjustment guidance have
been provided to the owners and are continued as part of the plan.
Conditional approval: Animal waste application and handling equipment specified in
the plan has been purchased and will be on site and installed by
(month/day/year); there is adequate storage to hold the waste until the equipment is
installed and until the waste can be land applied in accordance with the cropping system
contained in the plan; and calibration and adjustment guidance have been provided to
the owners and are contained as part of the plan.
Name of Technical Specialist (Please Print): Toni W. King
Affiliation Murphy -Brown, LLC Date Work Completed:
Address (Agen y): P.O. Box 856, Warsaw, NC 28398 Phone No.: [phone]
Signature: V- Date:
The following signature block is only used w the box for conditional approval in Ill D above
has been checked_
I (we) certify that I (we) have committed to purchase the animal waste application and handling equipment as
specified in my (our) waste management plan and will submit to DEM a verification of delivery and installation
from a Technical Specialist within 15 days following the date specified in the conditional certification. I (we)
realize that failure to submit this verification is a violation of the waste management plan and will subject me (us)
to an enforcement action from DEM.
Name of Land Owner:
Signature: Date:
Name of Manager (if different from owner):
Signature: Date
E) Odor Control, Insect Control and Mortality Management (SD, SI, WUP, RC or 1)
Methods to control odors and insects as specified in the Plan have been installed and are operational. The
mortality management system in the Plan has also been installed and is operational.
Name of Technical Specialist (Please Print): Toni W. King
Affiliation Murphy -Brown, LLC Date Work Completed:
Address (Age y): P.O. Box 856, Vyarsaw, NC 28398 Phone No.: [phone]
Signature: Date:
AWC -- August 1, 1997

Please return the completed form to the Division of Water Quality at the following Address:
Department of Environment Health and Natural Resources
Division of Water duality
Water Quality Section, Compliance Group
P.O. Box 29535
Raleigh, NC 27626-0535
Please remember to submit a copy of this form along with the complete Animal Waste
Management Plan to the local Soil and Water Conservation District Office and to keep a
copy in your files with your Animal Waste Management Plan.
AWC -- August 1, 1997 6

Murphy -Brown, LLC
Grower(s):
Farm Name:
7/22/2024 2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
NUTRIENT UTILIZATION PLAN
HD3 Farms of the Carolina's
Frenches Creek Facility 9-5 w/Digester
County: Bladen
Permit Capacity:
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Wean to Finish 15,303
Feeder to Finish
Gilts
Boars
Storage Structure:
Storage Period:
Application Method:
Anaerobic Lagoon
>180 days
Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen.
Either of these conditions may result in runoff to surface waters which is not allowed
under DWR regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1 of 11

This plan is based on the waste application method shown above. If you choose to change
methods in the future, you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. In some cases you may want to have plant analysis made, which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, ft3, tons, etc.):
Capacity Type Waste Produced per Animal Total
Farrow to Wean
3203 gal/yr
gal/yr
Farrow to Feeder
3861 gal/yr
gal/yr
Farrow to Finish
10478 gal/yr
gal/yr
Wean to Feeder
191 gal/yr
gal/yr
15303
Wean to Finish
776 gal/yr
11,875,128 gal/yr
Feeder to Finish
927 gal/yr
gal/yr
Gilts
1015 gal/yr
gal/yr
Boars
2959 gal/yr
gal/yr
Total 11,875,128 gal/yr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
Capacity Type Nitrogen Produced per Animal Total
Farrow to Wean
3.84 Ibs/yr
Ibs/yr
Farrow to Feeder
6.95 Ibs/yr
Ibs/yr
Farrow to Finish
18.86 Ibs/yr
Ibs/yr
Wean to Feeder
0.34 Ibs/yr
Ibs/yr
15303
Wean to Finish
1.4 Ibs/yr
21,424 Ibs/yr
Feeder to Finish
1.67 Ibs/yr
Ibs/yr
Gilts
1.83 Ibs/yr
Ibs/yr
Boars
5.33 Ibs/yr
Ibs/yr
Total 21,424 Ibs/yr
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage: 100.78
Total N Required 1st Year: 27714.50
Total N Required 2nd Year: 0.00
Average Annual Nitrogen Requirement of Crops: 27,714.50
Total Nitrogen Produced by Farm: 21,424.20
Nitrogen Balance for Crops: (6,290.30)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2of11

Reception Area Specifications
Tract Field Irrigated Soil 1st Crop Time to 1st Crop 1st Crop Lbs NIAc Lbs N Total Ibs N
Acreage Type Code Apply Yield Ibs N/Unit Residual /Ac Utilized
2nd Crop Time to 2nd Crop 2nd Crop Lbs N/Ac Lbs N Total Ibs N
Code Apply Yield Ibs N/Unit Residual IAc Utilized
Total
Lbs NIAc
Total Ibs N
Utilized
FrCrFin
1
2.56
Centerary
C
March -Set
4.5
50
225
576
L
Sept -April
1
50
50
128
275
704
FrCrFin
2
1.59
Centeral
C
March -Set
4.5
50
225
357.75
L
Sept -April
1
50
50
79.5
275
437.25
FrCrFin
3
3.73
Centeraa
C
March -Set
4.5
50
225
839.25
L
Sept -April
1
50
50
186.5
275
1025.75
FrCrFin
4
2.2
Centerary
C
March -Set
4.5
50
225
495
L
Sept -April
1
50
50
110
275
605
FrCrFin
5
4.98
Centerary
C
March -Set
4.5
50
225
1120.5
L
Sept -April
1
50
50
249
275
1369.5
FrCrFin
6
5.21
Centerary
C
March -Set
4.5
50
225
1172.25
L
Sept -April
1
50
50
260.5
275
1432.75
FrCrFin
7
4.75
Centera
C
March -Set
4.5
50
225
1068.75
L
Sept -April
1
50
50
237.5
275
1306.25
FrCrFin
8A
3.99
Centerary
C
March -Set
4.5
50
225
897.75
L
Sept -April
1
50
50
199.5
275
1097.25
FrCrFin
8B
0.96
Centeraa
C
March -Sept
4.5
50
225
216
L
Sept -April
1
50
50
48
275
264
FrCrFin
9
5.64
CenteraM
C
March -Set
4.5
50
225
1269
L
Sept -April
1
50
50
282
275
1551
FrCrNur
10A
4.59
CenterarV
C
March -Set
4.5
50
225
1032.75
L
Sept -April
1
50
50
229.5
275
1262.25
FrCrNur
10B
1.41
Centeraa
C
March -Set
4.5
50
225
317.25
L
Sept -_April
1
50
50
70.5
275
387.75
FrCrNur
11A
4.12
Centeraa
C
March -Set
4.5
50
225
927
L
Sept -April
1
50
50
206
275
1133
FrCrNur
11B
1.34
Centera
C
March -Set
4.5
50
225
301.5
L
Sept -April
1
50
50
67
275
368.5
FrCrNur
12
3.1
Centerary
C
March -Set
4.5
50
225
697.5
L
Sept-Aprill
1
50
50
155
275
852.5
FrCrNur
1 13
2.21
Centerary
C
I March -Set
4.5
50
225
497.25
L
Se t-A ril
1
50
50
110.5
275
607.75
FrCrNur
14
2.9
Centera
C
March -Set
4.5
60
225
652.5
L
Sept -April
1
50
50
145
275
797.5
FrCrNur
15
3.29
Centerary
C
March -Set
4.5
50
225
740.25
L
Se t-A ril
1
50
50
164.5
275
904.75
FrCrFin
Subl
4.53
Centerary
C
March -Set
4.5
50
225
1019.25
L
Se t-A ril
1
50
50
226.5
275
1245.75
FrCrFin
Sub2
2.26
CenteraM
C
March -Set
4.5
50
225
508.5
L
Sept -April
1
50
50
113
275
621.5
FrCrFin
Sub3
19.96
Centerary
C
March -Set
4.5
50
225
4491
L
Sept -April
1
50
50 1
998
275
5489
FrCrNur
Sub4
6.75
Centerary
C
March -Sept
4.5
50
225
1518.75
L
Sept -April
1
50
50
337.5
275
1856.25
FrCrNur
I Sub5
8.71
1 Centerary
C
1 March -Set
4.5
50
225
1959.75
L
Sept -April
1
50
50
435.5
275
2395.25
Totals: 100.78 22675.5 5039 27714.5
3(a) of 11

3(b) of 11

This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care
should be exercised not to let small grain reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will definitely interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code Crop
A
Barley
B
Grazed Hybrid Bermudagrass
C
Hybrid Bermudagrass Hay
B/C
Comb. Hybrid Bermudagrass
D
Corn - Grain
E
Corn - Silage
F
Cotton
G
Grazed Fescue
H
Fescue Hay
I
Oats
J
Rye
K
Grazed Overseed
L
Overseed Hay
M
Grain Sorghum
N
Wheat
O
Soybean
P
Pine Trees
S
Small Grain
CC
Cover Crop
SW G
Swithgrass
Description -Harvested As
Grain Crop
Pasture/Grazed
Hay
Graze/Hay Combination
Grain Crop
Silage
Cotton Lint
Pasture/Grazed
Hay
Grain Crop
Grain Crop
Pasture/Grazed (Seeded in Bermudagrass)
Hay (Seeded in Bermudagrass)
Grain Crop
Grain Crop
Grain Crop
Pine Trees
Grain Crop/ Hay (After Grain Crop)
Not Harvested; Burned/Disked In
Biomass Crop
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed may, and most likely will be, more than the acres shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
4 of 11

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications
PAN/yr/animal Farm Total/yr
Farrow to Wean
0.8
Farrow to Feeder
0.96
Farrow to Finish
3.9
Wean to Feeder
0.07
15303 Wean to Finish
0.27 4131.81
Feeder to Finish
0.34
Gilts
0.39
Boars
0.55
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 4131.81 pounds of plant available nitrogen per year and will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
If you remove the sludge every 5 years, you will have approximately 20659.05 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 68 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 165.2724 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
APPLICATION OF WASTE BY IRRIGATION:
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil
structure, soil texture, water droplet size, and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
*This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for >180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
5 of 11

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Soil
Application Rate
Application Amount
Tract
Hydrant
Type
Crop
in/hr
* inches
FrCrFin
1
Centerary
C
0.75
1 T
FrCrFin
2
Centerary
C
0.75
1
FrCrFin
3
Centerary
C
0.75
1
FrCrFin
4
Centerary
C
0.75
1
FrCrFin
5
Centerary
C
0.75
1
FrCrFin
6
Centerary
C
0.75
1
FrCrFin
7
Centerary
C
0.75
1
FrCrFin
8A
Centerary
C
0.75
1
FrCrFin
8B
Centerary
C
0.75
1
FrCrFin
9
Centerary
C
0.75
1
FrCrNur
10A
Centerary
C
0.75
1
FrCrNur
10B
Centerary
C
0.75
1
FrCrNur
11A
Centerary
C
0.75
1
FrCrNur
11 B
Centerary
C
0.75
1
FrCrNur
12
Centerary
C
0.75
1
FrCrNur
13
Centerary
C
0.75
1
FrCrNur
14
Centerary
C
0.75
1
FrCrNur
15
Centerary
C
0.75
1
FrCrFin
Subl
Centerary
C
0.75
1
FrCrFin
Sub2
Centerary
C
0.75
1
FrCrFin
Sub3
Centerary
C
0.75
1
FrCrNur
Sub4
Centerary
C
0.75
1
FrCrNur
Sub5
Centerary
C
0.75
1
6of11

Additional Comments:
This plan changes the farm type from Finisher and Nursery to Wean to Finish.
No other changes have been made.
This farm is currently in the process of converting to wean to finish. There
may be nurseries on site until completion of the site which is expected to be
completed around the 1st of 2021
7/22/2024- This plan updated to reflect the conversion of existing Bioreactor #2
into Covered Lagoon Digester #1 and Bioreactor #3 into Covered Lagoon
Digester #2 (by adding cover to each) for the production and capture of the
biogas. Flow of the effluent will be from the barns to CLD #1 to CLD #2 to the
existing Polishing Reactor for storage and use for irrigation in accordance with
this Nutrient Utilization Plan. Plant available nitrogen (PAN) produced should
remain the same as in the previous treatment system due to the storage
structure (Polishing Reactor) remaining open to the atmosphere. No other
changes were made to the previous plan.
7of11

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm:
Owner:
Manager:
Owner/Manager Agreement:
Frenches Creek Facility 9-5 w/Digester
HD3 Farms of the Carolina's
Uwe understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. I/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWR before the new
animals are stocked.
I/we understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWR upon request.
Name of Facility Owr
Signature:
Name of Manager (if different from owner):
Signature:
Date
Name of Technical Specialist:
M. Kevin Weston
Affiliation:
Murphy -Brown, LLC.
Address:
2822 Hwy 24 West, PO Drawer 856
Warsaw, NC 28398
Telephone:
[phone]
Signature: /t1. 7 r �
Date
8of11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
2 There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of the waste, he/she shall provide
evidence of an agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the responsibility of the
owner of the waste production facility to secure an update of the Nutrient Utilization Plan
when there is a change in the operation, increase in the number of animals, method of
application, recieving crop type, or available land.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic
crop yields based upon soil type, available moisture, historical data, climatic conditions,
and level of management, unless there are regulations that restrict the rate of applications
for other nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land eroding at more than 5 tons per acre per year but less than 10 tons
per acre per year provided grass filter strips are installed where runoff leaves the field
(See USDA, NRCS Field Office Technical Guide Standard 393 - Filter Strips).
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 land application field.
6 When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland. When waste is applied to conservation tilled
crops or grassland, the waste may be broadcast provided the application does not occur
during a season prone to flooding (See "Weather and Climate in North Carolina" for
guidance).
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control odor and
flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
9 of 11

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

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

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CLINTON,BARWICK AG SERVICES, LLC irl
Appendix„,g
A. Farm Permit or DWQ Identification Number FRENCHES CREEK 9-5
Lagoon Identification
C. Person(s) Taking Measurements
D. Date of Measurement
E. Methods/Devices Used for Measurement of:
J.
Curtis Barwick
10/20/2022
a. Distance from the lagoon liquid surface to the top of the sludge layer.
remote control boat w/ depth sonar
b. Distance from the lagoon liquid surface to the bottom (soil) of the lagoon.
pvc pipe
c. Thickness of the sludge layer if making a direct measurement with "core sampler"
F. Lagoon Surface Area (using dimensions at inside top of bank): 5.33 (acres)
(Draw a sketch of the lagoon on a separate sheet, list dimensions, and calculate surface area. The lagoon
may have been built different than designed, so measurements should be made.)
G. Estimate number of sampling points:
a. Less than 1.33 acres: Use 8 points 5123 points measued
b. If more than 1.33 ac. acres x 6 = with maximum of 24.
(Using sketch and dimensions, develop a uniform grid that has the same number of intersections as the
estimated number of sampling points needed. Number the intersection points on the lagoon grid so that data
recorded at each can be easily matched.)
H. Conduct sludge survey and record data on "Sludge Survey Data Sheet" (Appendix 2). Also, at the
^ation of the pump intake, take measurements of distance from liquid surface to top of sludge
er and record it on the Data Sheet (last row); this must be at least 2.5 ft. when irrigating.
I. At the time of the survey, also measure the distance from the Maximum Liquid Level to the Present Liquid
Level (measure at the lagoon gauge pole): 3.5
J. Determine the distance from the top of bank to the Maximum Liquid Level 2.3
(use lagoon management plan or other lagoon records)
K. Determine the distance from the Maximum Liquid to the Minimum Liquid level: 6.7
(use lagoon management plan or other lagoon records)
L. Calculate the distance from the present liquid surface level to the Minimum Liquid Level 3.2
(Item K Minus Item I, assuming the present liquid level is below the Maximum Liquid Level)
M. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the
lagoon bottom (average for all the measurement points) 7.3
N. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the top
of the sludge layer (average for all the measurement points): 5.3
0. Record from the Sludge Survey Data Sheet the average thickness of the sludge layer: 2.0
P. Calculate the thickness of the existing Liquid Treatment Zone (Item N minus Item L): 2.1
If Item O is greater than Item P, proceed to the Worksheet for Sludge Volume and Treatment Volume.
.am O is equal to or less than Item P, you do not have to determine volumes.
at pump intake
Completed by: Curtis Barwick Date: 10/20/2022
Print Name /Signature

Appendix S. Worksheet for sludge volume and treatment volume Revised August 2008
The average thickness of the sludge layer and the thickness of the existing liquid (sludge -free) treatment zone are determined
from the information on the Lagoon Sludge Survey Form ( Items O and P, respectively). In this example, the average sludge
layer thickness is 2.5 feet and the existing liquid treatment zone is 3.5 feet. If the lagoon has a designed sludge storage volume,
3 notes at end of the worksheet. The dimensions of the lagoon as measured and the side slope are needed
for calculations of sludge volume and of total treatment volume. If the lagoon is a standard geometric shape, the sludge
volume and the treatment volume in the lagoon can be estimated by using standard equations. For approximate volumes
of rectangular lagoons with constant side slope, calculate length and width at the midpoint of the layer, and multiply by layer
thickness to calculate layer volume, as shown in the example. For irregular shapes, convert the total surface area to a square
or rectangular shape. For exact volumes for lagoons with constant side slope, the "Prismoidal Equations" may be used.
Example
Your Lagoon
1. Average sludge Layer Thickness (T)
2.5
ft.
2.0
ft.
2. Depth of the lagoon from top of bank to bottom soil surface (D)
11
ft.
13.1
ft.
3. Slope = Horizontal/ vertical side slope (S)
3
3.0
4. Length at the top of inside bank (L)
457
ft.
482.0
ft.
5. Width at top inside slope (W)
229
ft.
482.0
ft.
6. Length at midpoint of sludge layer Lm= L-2S(D-(T/2))
398.5
ft.
409.4
ft.
7. Width at midpoint of sludge layer Wm W-2S(D-(T/2))
170.5
ft.
409.4
ft.
8. Volume of sludge (Vs) Vs=Lm Wm T
169,860 -ft'
335,217
ft3
9. Volume in gallons: Vs9 V*7.5 gal./W.
1,273,950
gal.
2,514,125
gal.
10. Thickness of existing liquid tmt. zone (Y)
3.5
ft
2.1
ft
11. Thickness of total treatment zone (Z) Z= T+Y
6
ft
4.1
ft
12. Length at midpoint of total tmt. zone Lz= L-2(S)(D-(Z/2)
409
ft.
415.7
ft.
13. Width at midpoint of total tmt. Zone WZ = W-2(S)(D-(Z/2)
181
ft.
415.7
ft.
14. Volume of total treatment zone (Vz) Vz = LZWZZ
444,174
ft3
708,507
ft'
15. Ratio ( R ) of sludge layer volume to total Treatment Volume
R = VsNz
0.38
0.47
If the ratio R exceeds 0.50, than a sludge Plan of Action may be required. Check with
DWQ for information
on filing the Plan of Action.
Note: If the lagoon has a designed sludge storage volume (DSSV), subtract that volume from both the
volume
of sludge (Vs) (Item 8) and from the volume of total treatment zone (Vz)
(Item 14), and take the ratio.
Then, R = (Vs-DSSV) / (Vz - DSSV)
Example: If DSSV = 85,000 ft3, then R = (169,860 - 85,000) / (447,174 -
85,000) = 84,860 / 362,174 =
0.24.
16. Design sludge storage volume (DSSV)
85,000
17. Ratio (R) of sludge layer volume to treatment volume adjusted
for designed sludge storage volume
0.24
0.47

0

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0773
FILED
0251
BLADEN COUNTY NC
BEVERLY T. PARKS
REGISTER OF DEEDS
FILED Mar 22, 2018
AT 12:13:33 pm
BOOK 00773
This certifies that PIN
is free of any delinquent ad valorem tax liens charged
START PAGE 0251
to the Bladen county Tax Collector but does not certify
END PAGE 0254
that the deed description matches this PIN
INSTRUMENT # 00865
n 1( '��z211$
Collection Agent Signature Date NCGS161-31
EXCISE TAX $2,845.00
NORTH CAROLINA
GENERAL WARRANTY DEED
BLADEN COUNTY
REVENUE: $2845.00
Parcel 40026174
PREPARED BY LUTHER D. STARLING, JR., ATTORNEY AT LAW
Draftsman does not certify title and has made no record search or title examination
Of the property herein described unless the same is shown by his written and signed certification
THIS DEED made this LLFday of MARCH, 2018, by and from SMITHFIELD-
CARROLL'S FARMS, a State of Virginia General Partnership, with an office at 200
Commerce Street, Smithfield, VA 23430 (hereinafter Grantor); to HD3 FARMS OF THE
CAROLINAS, LLC, a North Carolina Limited Liability Company, of P.O. Box 535,
Elizabethtown, Sampson County, North Carolina 28328 (hereinafter Grantee);
WITNESSETH:
The designation Grantor and Grantee as used herein shall include said parties, their heirs,
successors, and assigns, and shall include singular, plural, masculine, feminine or neuter as
required by context.
That the Grantor in consideration of the sum of TEN ($10.00) DOLLARS and other good
and valuable consideration paid by the Grantee, the receipt of which is hereby acknowledged,
have and by these presents do grant, bargain, sale and convey to the Grantee in fee simple, all

0773 BK:00773 PG:0252
0252
that certain tract or parcel of land situate in Frenches Creek Township, Bladen County, North
Carolina, and bounded and described as follows:
See Attachment Entitled: Exhibit "A"
TOHAVEANDTOHOLD the aforesaid tract or parcel of land and all privileges and
appurtenances thereunto, belonging to the Grantee, in fee simple forever. It is the intention of
the Grantors to sever their tenancy by the entirety and hold this property as tenants in common,
without right of survivorship.
And the Grantor covenants with the Grantee that Grantor is seized of the premises in fee
simple, has the right to convey in fee simple, that title is marketable and free and clear of all
encumbrances, and that Grantor will warrant and defend the title against the lawful claims of all
persons claiming by, under or through Grantor, other than the following exceptions:
1. Easements and restrictions of record, if any.
2. Unpaid Ad Valorem taxes for 2018, if any.
3. Memordandum of Option to Purchase.
INWIINESS W11±gMM, the Grantor has hereunto caused this instrument to be signed the
day and year first above written.
`I I 1 119 • '�' 1 I.
By 1/ , J-,u-V"
(Signature)
U.-.
Printed Name
VP, Corporate Tax
(11tie)

0773
0253
STATE OF 13K:00773 PG:0253
COUNTY OF :16-,
I, the undersigned Notary Public in and for said State and County, do
hereby certify that V-r. -r x,&Ll (Name), Cc ,,?.,A =T (Title),
of SMITHFIELD-CARROLL'S FARMS, a State of Virginia eneral Partnership, personally
appeared before me this day and acknowledged the due execution of the foregoing instrument on
behalf of SMITHFIELD-CARROLL'S FARMS, and I have seen satisfactory evidence of his/her
identity by a current state or federal identification with the principal's photograph, and that
he/she acknowledged to me that he/she voluntarily signed the foregoing instrument for the
purposes stated therein and in the capacity above indicated_ Witness my hand and notarial seal,
this the /10ti day of March, 2018. MyCommissionexpires 's `.3t- Qc>!`X
(Notary Seal) / v / e�
Notary Public
NOTNiY

BK:00773 PG:0254
0773
0254
EXHIBIT "A"
Beginning at a concrete monument No.15 beside a lightwood stake, as shown on a map of the Jack
Marshall lands, recorded in Map Book 6 at Page 117, known as the Bee Tree corner, and runs thence
from said beginning corner, South 52 degrees 20 minutes East, 1284.02 feet to a concrete monument
No. 36; thence South 75 degrees 06 minutes East, 3282.33 feet to a concrete monument No. 33; thence
South 20 degrees 47 minutes East, 764.6 feet to a concrete monument No. 34; thence South 7 degrees
24 minutes East, 813.47 feet to a concrete monument; thence South 8 degrees 04 minutes East, 666.6
feet to a pump pipe; thence South 54 degrees 59 minutes East, 160.3 feet to a concrete monument;
thence South 14 degrees 26 minutes West, 362.84 feet to a concrete monument No. 101; thence South
14 degrees 49 minutes West, 1059.51 feet to a T-iron; thence South 54 degrees 22 minutes East, 1086.6
feet to a T-iron; thence South 38 degrees 02 minutes West, 1488.96 feet to a T-iron; thence South 81
degrees 51 degrees West, 359 feet to a T-iron; thence North 34 degrees 27 minutes West, 1153.64 feet
to an old truck spring and concrete monument; thence South 42 degrees 58 minutes West, 2538.2 feet
to a pump pipe in Creek Swamp; thence North 62 degrees 08 minutes West, 651.6 feet to a T-iron and
lightwood stake; thence North 18 degree 41 minutes East, 1407.83 feet to a pump pipe and lightwood
stake; thence North 31 degrees 35 minutes West, 459.42 feet to a stake; thence 31 degrees 50 minutes
West, 1170.19 feet to a pump pipe; thence North 31 degrees 56 minutes West, 1162.4 feet to a pipe and
concrete monument; thence North 31 degrees 34 minutes West, 1266.1 feet to a concrete monument;
thence South 58 degrees 25 minutes West, 200.5 feet to a concrete monument; thence North 29
degrees 21 minutes West, 1894.75 feet to an old T-Iron; thence North 31 degrees 38 minutes West,
333.9 feet to a concrete monument; thence North 59 degrees 31 minutes East, 575.25 feet to a post;
thence North 59 degrees 08 minutes East, 1613.82 feet to the beginning, containing 667.58 acres, more
or less.
Together with a right of way for road access recorded in Deed Book 298 at Page 572 of the Bladen
County Registry, from IP Timberlands Operating Company, LTD, to Murphy Farms, Inc., and their
successors and/or assigns continue to be bounds by its terms.
Parcel#0026174

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ)
[phone]
EMERGENCY MANAGEMENT SERVICES (EMS)
[phone]
SOIL AND WATER CONSERVATION DISTRICT (SWCD)
[phone]
NATURAL RESOURCES CONSERVATION SERVICE (NRCS)
[phone]
COOPERATIVE EXTENSION SERVICE (CES)
[phone]
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort
to ensure that this does not happen. This plan should be posted in an accessible
location for all employees at the facility. The following are some action items you should
take.
1.
Stop the release of wastes. Depending on the situation, this may or may not be possible. Suggested
responses
to some possible problems are listed below.
A.
Lagoon overflow - possible solutions are:
a)
Add soil to berm to increase elevation of dam.
b)
Pump wastes to fields at an acceptable rate.
c)
Stop all flow to the lagoon immediately.
d)
- 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 cause the runoff.
e)
Evaluate the application rates for the fields where runoff occurred.
C.
Leakage from the waste pipes and sprinklers - action include:
a)
Stop recycle pump.
b)
Stop irrigation pump.
- c)
Close valves to eliminate further discharge.
d)
Repair all leaks prior to restarting pumps.
D.
Leakage from flush systems, houses, solid separators - action include:
a)
Stop recycle pump.
b)
Stop irrigation pump.
c)
Make sure siphon occurs.
d)
Stop all flow in the house, flush systems, or solid separators.
E.
Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks -
possible action:
a)
Dig a small sump or ditch from the embankment to catch all seepage, put in a submersible
pump, and pump back to lagoon.
b)
If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil.
c)
Have a professional evaluate the condition of the side walls and the lagoon bottom as
soon as possible.
11/10/2008

2. Assess the extent of the spill and note any obvious damages_
a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office: Phone #, After hours,
emergency number: [phone]. Your phone call should include: your name, facility
number, telephone number, the details of the incident from item 2 above, the exact
location of the facility, the location or direction of the movement of the spill, weather and
wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation_
b_ If the spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice / technical assistance phone number.
4. If none of the above works call 911 or the Sheriffs Department and explain your problem to
them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize offsite damage.
a Contractors Name: Murphy Brown. LLC
b_ Contractors Address: P.O. Box W6, Warsaw NC 28398
c . Contractors Phone: [phone]
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: Kraig Westerbeek
b. Phone: f91O)293-5330
Implement procedures as advised by DWQ and technical assistance agencies to rectify the
damage, repair the system, and reassess the waste management plan to keep problems
with release of wastes from happening again.

- version —November 26, 20I8
Mortality anage e t Methods
Indicate which methods) t
wN be i- emente@ When setectng mvlSpta methods indicate a primary versus secondary option,
Methods other than those listed must be approvedby the State Veterinarian,
Primary Secondary Routine Mortality
Burial three feet beneath the leastsurface3
death. The burial must be least 3of the ground within 24 hours of knowledge of animal
D0 feet from any flowing stream or public body of water
(G•S.106-403)- The bottom of the burial ph should beat least one foot above the seasonal
�1�� �' high water table. Attach burial location map and plan.
I i mot- Landfill at municipal solid waste facility permitted by NC DEQ under r;S 15A NCAC
T 136 -0200.
0
Rendering at a rendering plant licensed under G.S. 106-168-7-
Complete incineration according to 02 NCAC 52C .0102,
0
A oomPos6ng 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.
QIn
the case of dead poultry only, placing in a disposal pit of a s¢e andesign approved by the
d NC Department of Agriculture & Consumer Services (G.S. 106-549.
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 hea@h.
(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. agement methods to be used for mass mnrTaiFhis plan ou8inesfarm-specific mortality man-
dy. TFa "CDA&CS Veterinary Division Sup-
ports a variety of emergency mortality disposal options, contact the Division for guidance.
• A catastrophic mortality disposal plan is Part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm Owner/manager
Signature ofTechnical Speclai'
Date
Date

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
Flush Gutters Accumulation of solids
(✓) Flush system m designed and operated
sufficiently to remove accumulated
solids from gutters as designed.
O Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids
(� 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 surface.
Excessive hying vegetation
(✓)Maintain vegetative control along banks of
Vegetative Growth
lagoons and other impoundment's to prevent
accumulation of decaying vegetative matter
along waters edge on impoundment's perimeter.
Feeders Feed Spillage
{) Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the accumulation
of decaying wastage.
(j Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer, 15-30 day interval during winter).
Feed Storage Accumulation of feed
{ } Reduce moisture accumulation within and around
residues
immediate perimeter of feed storage areas by
insuring drainage away from site andlor providing
adequate containment (e.g., covered bin for
brewers gram and similar high moisture grain
products).
() Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Anginal Holding Accumulation of animal
() Eliminate low area that trap moisture along fences
Areas wastes and feed wastage
and other locations where waste accumulates and
disturbance by animals is minimal.
O Maintain fence rows and fitter strips around animal
holding areas to minimize accumulations of wastes
(Le. inspect for and remove or break up accumulated
solids as needed).
MIC — November 11, 1996
10

-�-•-^., wastes �wua9e on a routine basis (e.g. 74 day
interval during summer, 15-30 days tuterval during
winter) where manure Is loaded for land application
or disposal.
O Provide tot adequate draina
arP ge around manure stockpiles Star (} Inforantl remove or break up accumulated wastes
in fier strips around stockpiles and manure handling
areas as needed.
The issues checked ()pertain fo this operation. The landowner /intrato
sound judgment in applying insect control measures as practical. egr agrees to use
I certify the aforementioned insect control Best Management Practices have been
reviewed with me.
(Landowner Signature)
For more information contact the Cooperative Extension Service, Deparbnentof Entomology, Box
7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC —November 11, 1996
11

Swine Farm Waste Management —odor Control Checklist
Permit No.: ' " 1— 5
ZS _ 1 cs�
INSTRUCTIONS FOR USE t� Date:
4 Odor Control Checklist is required by General statute 143-215.30C{e)i11 Owner Signatf
+Checkany/alitheampsyouwiOimPlementonth¢fadf It h
Pre -selected are required.
FARMSTEAD
4 Swine Production
❑ Maintain vegetative "Wooded buffers at or
near property boundary
- + Improper drainage Q Gradeand landsmpesn waterdrain, away
from facilities and prevent ponding
p Maintain farm access roads and prevent traffic
in waste application area
0 Other SMPs—please describe
MORTADTy MANAGEMENT
m Carcass ® Dispose Ofm ru ty using methodapproved
Decomposition by NCDA&CSstate Veterinarian.Manage
Accordingto CAWMP (Mortality Management
Cheddtst) and permit{si.
C 3 Put carcasses in refdgeraced (or freezer) dead
boxes within 24 hours for short-term mortality
storage.
+lncompleteindneraGon ❑ Use incinerators With secondarybumers for
comptetecombusdon.
❑ Other RMPs— please describe
a Traps dust and gases, provides dilution
andvisual screening
• May require third partyfnputfapprowl
• Reduceadorsandvectorsthatm,u,
with stagnant conditions
• Prevents spilbge during transport and
tracking Of waste onto public roads
• Required by statute and permit
• May require third party input/approwl
• Reduce odors by complete incineration
Swine AM4C Page f. of 6
APPROVED-7f1S/2019

Swine Farm Waste Management —Odor Control Checklist
Permit No.: 9_5
Cause/Source LIMP Option to Minimize Odor Comments Site Specific Practices
HOUSE / BARN —WASTE HANDLING
♦Flush tanks
Q Install flush tank covers
a Odorous Gases
❑ Flush pits at least 4 times per day
e Partial microbial
0 Empty pits at least once every 7 days
decomposition
❑ Underfloorflush with pit ventilation
a Agitation of wastes
❑ Install/extend fill lines to near bottom of
tanks with anti -siphon vents
❑ Install covers on outside waste collection or
junction box
❑ install sump tank covers for lift stations
• Ammonia
❑ Flush/recharge with treated effluent
❑ Treat waste in pits with proven biological or
chemicaladditive
❑ Other BMPs—please describe
HOUSE/BARN— FLOOR AND INDOOR SURFACES
s Manure covered floors 0 Scrape manure from alleys into pens daily
❑ Install fully slottedfloorsystem
❑ Install waterers over slotted floor area
❑ Install feeders at high end of solid floors
e Odorous Gases ❑ Scrape manure buildup from floors and walls
❑ Keep floors dry
❑ Install underfloor ventilation for drying
❑ Reprace beddingt5c,ape at frequency to
keep bedding dry
❑ Other BM Ps —please describe
• Pit -flush systems
• Pit -Flush systems
• Pit -recharge or "pull -plug" systems
o Monitor for any solids accumulation in pit
• Will move with other manure via pits
• where applicable
• Aids in animal cleanliness
• Aids in animal cleanliness
• Solid floor/bedding systems
Swine AMOC Page 2 of 6 APPROVED—7125/2019

Swine Farm Waste Management —Odor Control Checklist
Permit No-: _L - S
Cause/source SMPOp dOnto Minimize Odor Comments
Site spedfc Practices
LAGOON J WASTE STORAGE STRUCTURE
a Volatile Gases ® Maintain proper lagoon volume
❑ Minimize free -fail height of waste from
discharge pipe to lagoon surface
❑ &tend discharge point of pipe to below lagoon
liquid level
❑ Maintain proper surface area -to -volume ratio
Q Use correct lagoon start-up procedures
0 Aerate for odor control
Manage sludge levels based on annual sludge
survey as required by permit
Q Keep spilled feed or foreign debris out of lagoon
to prevent excess sludge accumulation
❑ installjuse solids separation system
❑ Use proven biological or chemical additives
❑ Use permeable lagooncovers {not a digester}
❑ Use impermeable lagoon cover or
anaerobic digester
❑ Other SNIPS —please describe
U NO APPUCATION
e Odorous gases ® Perform land application in accordance with
CAWMP
e Wind drift Z Pump intake near lagoon surface
Q Pump from second stage lagoon
❑ Follow good neighbor policy
❑ Operate at minimum recommended pressure
❑ Increase setbacks beyond those required by
statute, rile, or permit
Swine AMOC
• sufficient liquid volume/depth is required
for proper anaerobic treatment
• Use caution not to scour or damage lagoon liner
• Monitor for any increase in rate of solids accumulation
• Methane can be flared if not utilized
• Required by rule 15A NCAC 02D.1802
• Avoid application an known weekends,
special days, or holidays/eves if possible
Page a of 6
APPROVED — 7/25/2019

Swine Farm Waste Management —Odor Control Checklist
LAND APPLICATION (CONTINUED)
SLUDGE DISPOSAL
> Odorous gases
to
❑ Apply during favorable wind corditiorrs,
(especially for traveling guns or impact
sprinklers)
Q When practical, applywaste on sunny days
rather than cool, overcast days
❑ When passible, apply waste mid -morning to
late -afternoon
0For travelingguns,use tapering Ortaper-bore
nozzles
EJ 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 eMPS—please describe
❑ Transport sludge in covered vehicles or tankers
❑ Apply in thin, uniform layers
❑ Incorporate land -applied sludge as soon as
practical after appRcatlon, and in accordance
with permit
0 Use injection method for sludge application
❑ Dewater sludge prior to application
0 Use alternatives to land application, such as
compost, gasification, energy genemdon, etc
❑ Other OMPS —please describe
Permit No.:
Comments
• 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 sons
Swine AMOC Page 5 of 6
APPROVED — 7/25/2019

�Lj
Operations and
Maintenance Manual
PROJECT
Meska Solutions
Frenches Creek - 22751
Bladen County, NC 28448
ISSUED
October 4t"12024
85 Pascon Court • Gaston, SC 29053 • [phone] • [phone] FAX
www.efiusa.com

Contact Information
EFI USA, LLC
85 Pascon Ct.
Gaston, SC 29053
[phone]
[e-mail]
11Page
10/04/2024

Table of Contents
SECTION ONE (OPERATIONS
1.1 Digester Operation Guidelines
1.1.A General Cover Operation Guidelines
1.1.13 General Rainwater Puma Operation Guidelines
1.1.0 General Sludge Removal Guidelines
1.1.D Procedures For Extreme Weather Events
1.1.E Other
1.2 Digester Safety Precautions
1.2.A Cover
1.2.13 General
1.3 Maintenance Checklist and Frequency
1.4 Cover Daily Inspection Log
2lPage 10/04/2024

Section One
Operations
31Page 10/04/2024

� 07 M
=rr
Digester Operation Guidelines
This document is provided by EFI USA, LLC to serve as an outline and present suggested guidelines for the
operation and maintenance of an impermeable cover system. It is to be considered a working document, and
as such, is subject to revision and resubmission at any time throughout the life of the impermeable cover
system. Be advised that nonconformance to the following could result in negative consequences, not limited
to: cover system failure, facility damage, voiding of warranty, and personal harm. Please, carefully review the
following for your consideration.
1. GENERAL COVER OPERATION GUIDELINES
1. The digester should be operated at the water level operating range specified of 2' freeboard. Lowering
or raising the water level (and cover) below or above the specified low and high operating level may
damage the cover system and void warranties. If it becomes necessary to lower or raise the water
beyond normal levels, EFI (and/or your Consulting Engineer — if applicable) should be consulted first.
2. Water should be pumped off of the cover after every rain event.
3. The cover is designed to operate under positive pressure and should be operated between 0.1" and
0.5" W.C. The cover membrane may rise off the surface of the water, but the cover weights should
remain on the surface of the water. This will allow for some storage of biogas relative to a deflated
cover. If gas -handling equipment is non -operational due to malfunction or maintenance, and the
ballast weights are raised off the surface of the water, or the pressure exceeds 1" W.C. the biogas
should be allowed to vent into the atmosphere using the manual vent(s). The ballast weights are not
designed to overcome excessive positive gas pressure under the cover.
4. When accessing the cover, do not walk on the cover alone. Use the "buddy" system. Personal
Floatation Devices (life jackets) and harnesses with lifelines are recommended. "Buddies" should stay
within 25ft of each other.
5. Check soles of shoes for dirt and debris before walking out onto the cover. Remove any rocks trapped
in the treads. These can tear or puncture the cover.
6. No smoking on or near the cover, gas piping, or gas handling equipment. Biogas has the potential of
being extremely explosive/flammable with the right gas -to -air mixture.
7. When accessing the cover of an active anaerobic digester, personal biogas monitors are recommended
to be worn when in the proximity.
4lPage 10/04/2024

�"Il`
Crr
11. GENERAL RAINWATER PUMP OPERATION GUIDELINES
1. Inspect and clean pumps periodically. Windblown debris caught in collected rainwater can accelerate
wear on the pumps.
2. Keep power cords out of standing water on the cover. To avoid electrical shorts and potential for fire,
extension cords should never be placed on the cover.
3. Do not drag or drop portable pumps on the cover. This can score or puncture the membrane, creating
a weak point and possible failure.
4. Ensure pump discharge hoses are placed handled carefully to not damage the cover and prevent
erosion at the discharge point.
� ► :: �'I��l�Z�1]II1�C�I1117��1\�1�7
1. The installed sludge draw -off pipes are designed to remove sludge across the entire floor of the
digester. The frequency of removing sludge will have to be determined by the operator. Ideally the
sludge should be applied to cropland at the agronomical rate required for the crop to be planted. The
sludge should be sampled and tested to determine this. If this is not desired, then the sludge will have
to be removed and disposed of periodically to prevent a significant reduction in treatment volume in
the digester.
2. The installed pipes terminate at the berm of the digester. They are designed to have the suction hose
of a high solids pump attached to them to remove the accumulated gravity -thickened sludge from the
bottom of the digester. If the sludge has thickened to the point where it is difficult to pump, the
pumping system can be reversed. The suction of the pump would be placed in the storage lagoon or
through a port in the digester cover in the supernatant (upper) zone. The low solids water would be
pumped into the sludge draw -off pipe and used to fluidize the thickened sludge. The pumping system
would then be reversed, and the fluidized sludge could be withdrawn.
SlPage 10/04/2024

� 7 0
=rr
IV. PROCEDURES FOR EXTREME WEATHER EVENTS
1. HIGH WIND EVENTS: The cover system can become vulnerable to damage during high wind events.
The cover system has been designed to withstand location -specific basic wind speeds and 3 second
wind gusts up to 137mph. If prolonged high winds are expected, it is recommended to flood the cover
with water. Flooding the cover will provide additional weight forces to protect the cover against wind
damage. (NOTE: EFI cannot guarantee that flooding will prevent damage due to winds.) The cover will
also be more prone to damage from flying debris in high wind conditions. Upon cessation of the wind
event, pump off any accumulated water. A "MONTHLY" inspection of the cover should be done after
the water has been pumped off. (see "Maintenance Checklist & Frequency"). EFI should be contacted
for any repairs required.
HEAVY RAIN EVENTS: Observation of the cover and operation of the installed pumps is required. In
heavy rain events the installed pumps may not keep up with rainfall. Localized ponding can also occur.
Additional portable pumps may be required to keep up with rainwater removal. A "MONTHLY"
inspection of the cover should be done after the water has been pumped off (see "Maintenance
Checklist & Frequency"). EFI should be contacted for any repairs required.
POWER OUTAGES: On cover systems where the biogas is removed by means of a blower, a power
outage can result in the cover inflating and being damaged by high winds. When a severe weather
event is forecast, which may result in a power outage, the blower should be shut off and the blower
bypass and emergency vent opened. The gas should be allowed to vent off to prevent inflation of the
cover. This should be done in addition to flooding the cover with water to ballast it.
4. ICE & SNOW: The main concern with ice and snow accumulation is ensuring gas pathways are
maintained to the draw off point(s). Covers with the grid weight system help channel snow/ice melt to
appropriate sump location(s) for pumping. Foam flotation logs help ensure a void between lagoon
contents and the cover to allow for gas flow to the perimeter and draw off point(s). Snow drift and ice
jams may be expected in certain circumstances; however, it is not recommended to access the cover in
these circumstances to remove them. Lagoon content temperatures will help facilitate melting. Ensure
pumps for water removal are operable from the shore/bank.
6lPage 10/04/2024

� 07 M
=rr
V. OTHER
1. LEAKS & REPAIRS: Watch the remaining water in the folds, along ballast weights, and observe pump
operation. If the water level in the folds does not lower during pumping, appears to re -fill after
pumping, or if pumped rainwater is dirty or contains digester contents, there is a leak in the cover
system. EFI should be contacted immediately to isolate the leak(s) and to perform repairs. If a small
hole is noticed in a "dry" area (any point on the perimeter above the water level), the cover may be
temporarily patched using duct tape or HDPE tape until EFI can make repairs. Temporary patches
should be checked daily and replaced if necessary until EFI arrives.
2. PONDING & GAS BUBBLES: If ponding and gas bubbles are occurring consistently in the same
location(s), contact EFI or your Consulting Engineer, (if applicable), for troubleshooting.
7lPage 10/04/2024

� 07 M
=rr
Digester Safety Precautions
COVER
The crew must have several portable fire extinguishers with them. These must be easily accessible near
the work area.
2. If a generator is required for work near the cover, gas piping, or the gas handling equipment, it should
be placed upwind of the work area as far as possible. Leaking fluids can damage the cover membrane
and cause failure of the cover. Sparks can also ignite leaking biogas.
3. If the system has an installed blower system, it may be utilized to pull gas from under the cover. The
blower will pull outside air through the damaged areas and prevent gas from under the cover escaping
into the work area.
4. The cover should be temporarily patched using duct tape or HDPE tape until EFI can make repairs.
Temporary patches should be checked daily and replaced if necessary until EFI arrives.
5. Plan the direction of the work so that you can work from the upwind direction whenever possible.
Keep any portable electric equipment as far away and upwind of the open edge of the cover as
possible.
6. If it is not possible to work from upwind of the opening a portable fan can be utilized to keep the gas
away from the equipment.
7. Be aware that as the length of the open edge of the cover decreases the gas concentration will
increase.
8lPage 10/04/2024

� 7 M
=rr
1. No smoking on or near the cover, gas piping, or gas handling equipment. Biogas has the potential of
being extremely explosive/flammable with the right gas -to -air mixture.
Fire extinguishers should be mounted near the digester cover. Personnel performing "hot work" on or
near the cover, gas piping, or gas handling equipment should also have a fire extinguisher readily
available.
Caution should be exercised when mowing grass near the cover. Mower blades and flying debris can
damage the membrane near the trench and gas -header. Gas leaks can also be potentially ignited. If it
is necessary to mow near the cover, direct the clippings away from the cover, or use a bagger.
4. A maintenance and repair log should be kept. Log should include a sketch of the cover showing
locations and dates of repairs.
9lPage 10/04/2024

� 7 0
=rr
Maintenance Checklist and Frequency
DAILY:
• Observe cover system. An inspection trip around the perimeter should be completed.
• Remove any debris from the cover.
• Note amount of water along ballast weights. Pump as necessary.
• Check pump discharge hose placement. Is any erosion evident?
• Excessive water ponding can block gas migration and cause bubbles.
• Check for holes, tears, or leaks in the cover or gas piping, contact EFI for repairs.
• Check that the moisture separators (P-traps) are full of water and overflowing.
• Warning signs are in place.
• Covers / caps on pump out ports, sample ports, etc. are in place.
MONTHLY:
• Follow guidelines noted for DAILY inspection.
• Observe cover system by walking out onto the cover for a general inspection.
• Look for broken ballast weights and/or straps.
• Remove any debris trapped near the weights. This will accelerate cover wear. (Closer inspection of
center fold weights can be accomplished by lowering the digester level to low operating level).
• Check pump sump, remove any debris, clean pump strainer.
• Check oil level in pumps. Milky oil color indicates seal failure.
• Check condition of power cables to pumps
• Contact EFI for any required repairs.
QUARTERLY:
• Follow guidelines for DAILY and MONTHLY inspection.
• Check seams and previous patches for integrity.
• Contact EFI for repairs if required.
• Check amount of sludge accumulated. Schedule removal if required.
ANNUALLY:
• Follow guidelines for DAILY, MONTHLY, and QUARTERLY inspections.
• EFI should also be contacted to schedule a professional inspection, and maintenance/repair of the
cover system as necessary.
RECORDS:
• A maintenance and repair log should be kept. Log should include a sketch of the cover showing
locations and dates of repairs. In lieu of a "sketch" an additional printout of the As -Built Cover Plan can
be used to denote repairs and dates.
• Downloaded data records. (See Section titled "Download DMCS Data via Web Server" for downloading
procedure)
10lPage 10/04/2024

r-
Cover Daily Inspection Log
Date Area Inspected Notes Initials
111 10/04/2024

LA% TRI
ENVIRQNMENTAL
August 6, 2024
August 26, 2024
Mail To:
TESTING, RESEARCH, CONSULTING AND FIELD SERVICES
Austin, TX - USA j CA - USA I SC - USA I Gold Coast - Australia I Suzhou - China I Sao Paulo, Brazil I Johannesburg-Afi-ica
Ryen Simpson
Environmental Fabrics
85 Pascon Court
Gaston. SC 29053
email: [e-mail]
ccemail: [e-mail]
Dear Mr. Simpson:
Update: Added remaining test
Bill To:
<= Same (P.O. # )
Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs.
TRI is pleased to submit this final report of the laboratory testing for the sample(s) listed below.
Project: Frenches Creek - Swine Lagoon
TRI Job Reference Number: 24-003161
Material(s) Tested: Four, Geomembrane(s)
Test(s) Requested: Melt Flow Index (ASTM D1238, Method A, 190°C / 2.16 kg)
Tensile Properties (ASTM D6693)
Oxidative Induction Time (ASTM D3895)
High Pressure Oxidative Induction Time (ASTM D5885)
SP-NCTL Stress Crack Resistance (ASTM D5397, App)
FTIR
If you have any questions or require any additional information, please call us at 1-800-880-8378
�Sincerely,
Mansukh Patel
Laboratory Manager
Geosynthetic Services Division
Page 1 of 9
The testing herein a based upon accepted industry practice as well as the test method listed. Test re,ults naporred herein do not apply to samples other than those tested. TRI neither accepts responsibility for nor
makes claim as to the final use and purpose of the material. TRI observes and maintains client confidentiality. TRI limits reproduction of this report, emmpt in full, without prior approval of TRI.
TRI Environmental 1 9063 Bee Cave Rd., Austin, TX 78733, USA 1 512-263-5944 1 www.tri-env.cam

LA&TTESTING,
R
RESEARCH, CONSULTING AND FIELD SERVICES
E I
Austin, TX - USA j CA - USA I SC - USA I Gold Coast - Australia I Suzhou - China I Sao Paulo, Brazil I Johannesburg-Afi-ica
ENVIRQNMENTAL
GEOMEMBRANE TEST RESULTS
TRI Client: Environmental Fabrics
Project: Frenches Creek - Swine Lagoon
Material: Geomembrane
Sample Identification: East Trench (2)
TRI Log #: 24-003161
STD.
PARAMETER TEST REPLICATE NUMBER
MEAN
DEV.
1 2 3
4
5 6 7 8 9
10
Melt Flow Index (ASTM D1238, Method A, 190°C / 2.16 kg)
Melt Flow Index (g/10 min) 0.0896 0.0864
0.0880
Tensile Properties (ASTM D6693, 2 ipm strain rate)
TD Yield Strength (ppi) 120 121 120
120
111
118
4
TD Break Strength (ppi) 81 74 82
83
76
79
4
TD Yield Elongation (%) 17 16 15
17
14
16
1
TD Break Elongation (%) 30 32 33
34
35
33
2
Oxidative Induction Time (ASTM D3895)
OIT (minutes) 61 59
60
2
High Pressure Oxidative Induction Time (ASTM D5885)
HPOIT (minutes) 749
749
SP-NCTL Stress Crack Resistance (ASTM D5397, App)
Material Type: Geomembrane
SURFACTANT: CO-630
EXPOSURE PERIOD: 500 Hours
DATE TEST STARTED: 1-Aug-24
TEST TEMPERATURE: 50C
Transverse direction yield stress: 2849 (psi)
Mechanical Advantage 5
x 30% 855 (x 0.30)
Lever Weight 0.33 (Ibs)
x hinge thickness (in) 0.033 (80% of thickness)
Grip Weight 0.09 (Ibs)
x specimen width 0.124 (0.124")
Load 3.48 (Ibs)
Applied load = (Load - Lever Weight + Grip Weight)/Mechanical Advantage
=
0.65 Ibs = 294 grams
Replicate No.: 1 2 3
4
5
No. Hours to Failure: 1500 1 395 1 331 1
358
502
417
TD Transverse Direction
Page 2 of 9
The testing herein a based upon accepted industry practice as well as the test method listed. Test results na"d herein do not apply to samples other than those tested. TRI neither accepts responsibility for nor
makes claim as to the final use and purpose of the material. TRI observes and maintains client confidentiality. TRI limits reproduction of this report, emmpt in full, without prior approval of TRI.
TRI Environmental 1 9063 Bee Cave Rd., Austin, TX 78733, USA 1 512-263-5944 1 wwwari-env.cam

LA\TEFI TESTING, RESEARCH, CONSULTING AND FIELD SERVICES
Aostin,TX -USA I CA -USA I SC -USA 1 Gold Coast -Australia I Suzhou -China I Sao Paulo, Bra -zit I Johannesburg-Afi-ica
ENVIRQNMENTAL
GEOMEMBRANE TEST RESULTS
TRI Client: Environmental Fabrics
Project: Frenches Creek - Swine Lagoon
Material: Geomembrane
Sample Identification: East Trench (2)
TRI Log #: 24-003161
PARAMETER TEST REPLICATE NUMBER
1 2 3 4 5 6
ThermoFisher Title: 24-003161 -0 1 -East Trench -IPA
S C I E N T I F I C
Number of sample scans: 32
Number of background scans: 32
Resolution: 4.000
Sample gain: B.0
Optical velocity: 0.4747
Aperture: 100.00
Detector: DTGS KBr
Beamsplitter: KBr
Source: [R
Carbonyl Index - 0.00
STD.
MEAN DEV.
7 8 9 10
Page 3 of 9
The testing herein a Gazed upon accepted industry practice as well as the test method listed. Test results na"d herein do not apply to samples other than those tested. TRI neither accepts responsibility for not
makes claim as to the final use and purpose of the material. TRI observes and maintains client confidentiality. TRI limits reproduction of this report, emmpt in full, without prior approval of TRI.
TRI Environmental 1 9063 Bee Cave Rd., Austin, TX 78733, USA 1 512-263-5944 1 wwwari-env.cam

LA&TTESTING,
R
RESEARCH, CONSULTING AND FIELD SERVICES
E I
Austin, TX - USA j CA - USA I SC - USA I Gold Coast - Australia I Suzhou - China I Sao Paulo, Brazil I Johannesburg-Afi-ica
ENVIRQNMENTAL
GEOMEMBRANE TEST RESULTS
TRI Client: Environmental Fabrics
Project: Frenches Creek - Swine Lagoon
Material: Geomembrane
Sample Identification: East Liner (2)
TRI Log #: 24-003161
STD.
PARAMETER TEST REPLICATE NUMBER
MEAN
DEV.
1 2 3
4
5 6 7 8 9
10
Melt Flow Index (ASTM D1238, Method A, 190°C / 2.16 kg)
Melt Flow Index (g/10 min) 0.8360 0.0848
0.4604
Tensile Properties (ASTM D6693, 2 ipm strain rate)
TD Yield Strength (ppi) 114 115 113
116
114
114
1
TD Break Strength (ppi) 76 77 80
79
77
78
2
TD Yield Elongation (%) 18 17 15
19
16
17
2
TD Break Elongation (%) 37 38 39
41
42
39
2
Oxidative Induction Time (ASTM D3895)
OIT (minutes) 13 13
13
0
High Pressure Oxidative Induction Time (ASTM D5885)
HPOIT (minutes) 83
83
SP-NCTL Stress Crack Resistance (ASTM D5397, App)
Material Type: Geomembrane
SURFACTANT: CO-630
EXPOSURE PERIOD: 500 Hours
DATE TEST STARTED: 1-Aug-24
TEST TEMPERATURE: 50C
Transverse direction yield stress: 2986 (psi)
Mechanical Advantage 5
x 30% 896 (x 0.30)
Lever Weight 0.33 (Ibs)
x hinge thickness (in) 0.032 (80% of thickness)
Grip Weight 0.09 (Ibs)
x specimen width 0.124 (0.124")
Load 3.55 (Ibs)
Applied load = (Load - Lever Weight + Grip Weight)/Mechanical Advantage
=
0.66 Ibs = 3 11 grams
Replicate No.: 1 2 3
4
5
No. Hours to Failure: 1168 1 167 1 170 1
165
169
168
TD Transverse Direction
Page 4 of 9
The testing herein a based upon accepted industry practice as well as the test method listed. Test results na"d herein do not apply to samples other than those tested. TRI neither accepts responsibility for nor
makes claim as to the final use and purpose of the material. TRI observes and maintains client confidentiality. TRI limits reproduction of this report, emmpt in full, without prior approval of TRI.
TRI Environmental 1 9063 Bee Cave Rd., Austin, TX 78733, USA 1 512-263-5944 1 wwwari-env.cam

LA\T TESTING, RESEARCH, CONSULTING AND FIELD SERVICES
� I Austin,TX -USA I CA - USA I SC -USA I Gold Coast - Australia I Suzhou - China I Sao Paulo, Brazil I Johannesburg -Africa
ENVIRQNMENTAL
GEOMEMBRANE TEST RESULTS
TRI Client: Environmental Fabrics
Project: Frenches Creek - Swine Lagoon
Material: Geomembrane
Sample Identification: East Liner (2)
TRI Log #: 24-003161
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
FTIR
Theri1 o Fisher Title: 24-003161-02-East Liner -IPA
S C i E N T I IF I C
Number of sample scans: 32
Number of background scans: 32
Resolution: 4.000
Sample gain: 8.0
Optical velocity: 0.4741
Aperture: 100.00
Detector ❑TGS KBr
Reamsplittev KBr
Source: IR
Carbonyl Index - 0.08
Page 5 of 9
The testing herein a based upon accepted indusby practice as well as the test method listed. Test results reported herein do not apply to samples other than those tested. TRI neither accepts responsibility for nor
makes claim as to the final use and purpose of the material. TRI observes and maintains client confidentiality. TRI limits reproduction of this report. except in full, without prior approval of TRI.
TRI Environmental 19063 Bee Cave Rd., Austin, TX 78733, USA 1 512-263-5944 1 www.tri-env.cvm

LA&TTESTING,
R
RESEARCH, CONSULTING AND FIELD SERVICES
E I
Austin, TX - USA j CA - USA I SC - USA I Gold Coast - Australia I Suzhou - China I Sao Paulo, Brazil I Johannesburg-Afi-ica
ENVIRQNMENTAL
GEOMEMBRANE TEST RESULTS
TRI Client: Environmental Fabrics
Project: Frenches Creek - Swine Lagoon
Material: Geomembrane
Sample Identification: Middle
Trench (1)
TRI Log #: 24-003161
STD.
PARAMETER TEST REPLICATE NUMBER
MEAN
DEV.
1 2 3
4
5 6 7 8 9
10
Melt Flow Index (ASTM D1238, Method A, 190°C / 2.16 kg)
Melt Flow Index (g/10 min) 0.0868 0.0893
0.0881
Tensile Properties (ASTM D6693, 2 ipm strain rate)
TD Yield Strength (ppi) 119 117 119
119
119
119
1
TD Break Strength (ppi) 82 80 83
83
80
82
1
TD Yield Elongation (%) 16 16 16
17
14
16
1
TD Break Elongation (%) 32 33 35
36
37
35
2
Oxidative Induction Time (ASTM D3895)
OIT (minutes) 58 77
67
13
High Pressure Oxidative Induction Time (ASTM D5885)
HPOIT (minutes) 676
676
SP-NCTL Stress Crack Resistance (ASTM D5397, App)
Material Type: Geomembrane
SURFACTANT: CO-630
EXPOSURE PERIOD: 500 Hours
DATE TEST STARTED: 1-Aug-24
TEST TEMPERATURE: 50C
Transverse direction yield stress: 2879 (psi)
Mechanical Advantage 5
x 30% 864 (x 0.30)
Lever Weight 0.33 (Ibs)
x hinge thickness (in) 0.032 (80% of thickness)
Grip Weight 0.09 (Ibs)
x specimen width 0.124 (0.124")
Load 3.43 (Ibs)
Applied load = (Load - Lever Weight + Grip Weight)/Mechanical Advantage
=
0.64 Ibs = 289 grams
Replicate No.: 1 2 3
4
5
No. Hours to Failure: 1>500 1>500 1>500
1>500
>500
>500
TD Transverse Direction
Page 6 of 9
The testing herein a based upon accepted industry practice as well as the test method listed. Test results na"d herein do not apply to samples other than those tested. TRI neither accepts responsibility for nor
makes claim as to the final use and purpose of the material. TRI observes and maintains client confidentiality. TRI limits reproduction of this report, emmpt in full, without prior approval of TRI.
TRI Environmental 1 9063 Bee Cave Rd., Austin, TX 78733, USA 1 512-263-5944 1 wwwari-env.cam

LA\T TESTING, RESEARCH, CONSULTING AND FIELD SERVICES
E R I Austin, TX -USA I CA- USA I SC -USA I Gold Coast - Australia I Suzhou - China I Sao Paulo, Brazil I Johannesburg -Africa
ENVIRQNMENTAL
GEOMEMBRANE TEST RESULTS
TRI Client: Environmental Fabrics
Project: Frenches Creek - Swine Lagoon
Material: Geomembrane
Sample Identification: Middle Trench (1)
TRI Log #: 24-003161
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
FTIR
ThermoRsher Title: 24-003161-03-middle trench -IPA
5 C 1 E N T I F I C
Number of sample scans: 32
Number of background scans: 32
Resolution: 4.000
Sample gain: 8.0
Optical velocity: 0.4747
Aperture: 100.00
Detector: DTGS KBr
Beamsplitter: KBr
Source: IR
Carbonyl Index - 0.00
Page 7 of 9
The testing herein is based upon accepted indusby practice as well as the test method listed. Test results reported herein do not apply to samples other than those tested. TRI neither accepts responsibility for nor
makes claim as to the final use and purpose of the material. TRI observes and maintains client confidentiality. TRI limits reproduction of this report. except in full, without prior approval of TRI.
TRI Environmental 19063 Bee Cave Rd., Austin, TX 78733, USA 1 512-263-5944 1 www.tri-env.CCm

LA&TTESTING,
R
RESEARCH, CONSULTING AND FIELD SERVICES
E I
Austin, TX - USA j CA - USA I SC - USA I Gold Coast - Australia I Suzhou - China I Sao Paulo, Brazil I Johannesburg-Afi-ica
ENVIRQNMENTAL
GEOMEMBRANE TEST RESULTS
TRI Client: Environmental Fabrics
Project: Frenches Creek - Swine Lagoon
Material: Geomembrane
Sample Identification: Middle
Liner (1)
TRI Log #: 24-003161
STD.
PARAMETER TEST REPLICATE NUMBER
MEAN
DEV.
1 2 3
4
5 6 7 8 9
10
Melt Flow Index (ASTM D1238, Method A, 190°C / 2.16 kg)
Melt Flow Index (g/10 min) 0.8860 0.8979
0.8920
Tensile Properties (ASTM D6693, 2 ipm strain rate)
TD Yield Strength (ppi) 123 124 122
124
123
123
1
TD Break Strength (ppi) 83 90 83
83
80
84
4
TD Yield Elongation (%) 18 17 17
19
17
18
1
TD Break Elongation (%) 29 30 31
33
34
31
2
Oxidative Induction Time (ASTM D3895)
OIT (minutes) 19 22
21
2
High Pressure Oxidative Induction Time (ASTM D5885)
HPOIT (minutes) 117
117
SP-NCTL Stress Crack Resistance (ASTM D5397, App)
Material Type: Geomembrane
SURFACTANT: CO-630
EXPOSURE PERIOD: 500 Hours
DATE TEST STARTED: 1-Aug-24
TEST TEMPERATURE: 50C
Transverse direction yield stress: 3098 (psi)
Mechanical Advantage 5
x 30% 929 (x 0.30)
Lever Weight 0.33 (Ibs)
x hinge thickness (in) 0.032 (80% of thickness)
Grip Weight 0.09 (Ibs)
x specimen width 0.124 (0.124")
Load 3.69 (Ibs)
Applied load = (Load - Lever Weight + Grip Weight)/Mechanical Advantage
=
0.69 Ibs = 313 grams
Replicate No.: 1 2 3
4
5
No. Hours to Failure: 1304 1 214 1 271 1
266
269
265
TD Transverse Direction
Page 8 of 9
The testing herein a based upon accepted industry practice as well as the test method listed. Test results na"d herein do not apply to samples other than those tested. TRI neither accepts responsibility for nor
makes claim as to the final use and purpose of the material. TRI observes and maintains client confidentiality. TRI limits reproduction of this report, emmpt in full, without prior approval of TRI.
TRI Environmental 1 9063 Bee Cave Rd., Austin, TX 78733, USA 1 512-263-5944 1 wwwari-env.cam

LA\T TESTING, RESEARCH, CONSULTING AND FIELD SERVICES
E R I Austin, TX - USA I CA - USA I SC - USA I Gold Coast - Australia I Suzhou - China I Sao Pau to, Brazil I Johannesburg -Africa
ENVIRQNMENTAL
GEOMEMBRANE TEST RESULTS
TRI Client: Environmental Fabrics
Project: Frenches Creek - Swine Lagoon
Material: Geomembrane
Sample Identification: Middle Liner (1)
TRI Log #: 24-003161
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
1 2 3 4 5 6 7 8 9 10
FTIR
T herrmo Fisher Title: 24-003161-04-middle liner -IPA
S C I E N T I F I C
Number of sample scans: 32
Number of background scans, 32
Resolution: 4,000
Sample gain: 8.0
Optical velocity: 0.4747
Aperture: 100, 00
Defector _ DTGS KBr
Beamsplitter. KBr
Source: IR
Carbonyl Index - 0.09
3000 2000 1000
Wavenumbers (cm-1)
Page 9 of 9
The testing herein is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply to samples other than those tested. TRI neither accepts responsibility for nor
makes claim as to the final use and purpose of the material. TRI observes and maintains client confidentiality. TRI limits reproduction of this report. except in full, without prior approval of TRI.
TRI Environmental 19063 Bee Cave Rd., Austin, TX 78733, USA 1 512-263-5944 1 www.tri-env.com

Frenches Creek
DIGESTER COVER SYSTEM
prepared for
MESKA SOLUTIONS
prepared by
EFI USA ENGINEERING (NC),. PLLC
SHEET INDEX
NO.
SHEET TITLE
1
COVER SHEET
2
GENERAL NOTES & SPECIFICATIONS
3
PARCEL BOUNDARY MAP WITH SETBACKS
4
EXISTING FACILITY PLAN AND DEMO PLAN
5
DIGESTER LAYOUT - SITE PLAN
6
COVER PANEL LAYOUTS
7
BALLAST WEIGHT SYSTEM AND PORT LAYOUT
8
MIXER L AYOUT
9
SLUDGE REMOVAL PIPING LAYOUT

'
SINGLE
STA-
Lich— 11
�ml�0
www.efiusa.com
EFI USA ENGINEERING
(NC), PLLC
85 Pascon Court
Gaston, SC 29053
Tel:[phone]
MESKA SOLUTIONS
POLKTON, NC 28135
COUNTY MAP
9
I" = 40 MILES o
CDC
LU
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NC �—� �l
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DRAWN BY: RWS
DATE: 20 SEPT 2024
SHEET SCALE: (24"x36" SHEET SIZE @ i00%
,AS SHOWN,; -
SHEET SCALE: (11"X17" SHEET SIZE as w%
00
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w
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Knowwhal'S beluW.
Call before you dig. SHEET NUMBER:
Of 9
or use

HIGH DENSITY POLYETHYLENE (HDPE) PIPE & FITTINGS NOTES:
1. ALL HDPE PIPE SHALL BE INSTALLED IN ACCORDANCE WITH THE INSTRUCTION
OF THE MANUFACTURE & AS SHOWN ON PLAN SET.
2. UNDER NO CIRCUMSTANCES SHALL THE PIPE OR ACCESSORIES BE DROPPED
INTO THE TRENCH.
3. CARE SHALL BE TAKEN DURING TRANSPORTATION OF THE PIPE SUCH THAT IT
WILL NOT BE CUT, KINKED OR OTHERWISE DAMAGED.
4. PIPES SHALL BE STORED ON LEVEL GROUND, PREFERABLY TURF OR SAND,
FREE OF SHARP OBJECTS, WHICH COULD DAMAGE THE PIPE. STACKING OF
THE POLYETHYLENE PIPE SHALL BE LIMITED TO A HEIGHT THAT WILL NOT
CAUSE EXCESSIVE DEFORMATION OF THE BOTTOM LAYERS OF PIPES UNDER
ANTICIPATED TEMPERATURE CONDITIONS.
5. PIPE SHALL BE JOINED BY THE METHOD OF THERMAL BUTT FUSION. ALL
JOINTS SHALL BE MADE IN STRICT COMPLIANCE WITH THE MANUFACTURE'S
RECOMMENDATIONS.
6. MECHANICAL CONNECTIONS OF THE POLYETHYLENE PIPE TO AUXILIARY
EQUIPMENT SUCH AS VALVES, PUMPS & TANKS SHALL BE THROUGH
FLANGED CONNECTIONS WHICH SHALL CONSISTS OF THE FOLLOWING:
- A POLYETHYLENE FLANGE SHALL BE THERMALLY BUTT FUSED TO THE
STUB END OF THE PIPE.
A DUCTILE IRON BACK UP RING SHALL BE USED,
ZINC PLATED BOLT AND NUTS SHALL BE USED.
7. FLANGE CONNECTIONS SHALL BE PROVIDED WITH A FULL FACE NEOPRENE
GASKET.
8. ALL HDPE PIPE MUST BE AT THE TEMPERATURE OF THE SURROUNDING SOIL AT
THE TIME OF BACKFILLING & COMPACTION.
9. IF A DEFECTIVE PIPE IS DISCOVERED AFTER IT HAS BEEN INSTALLED, IT SHALL
BE REMOVED & REPLACED WITH A SOUND PIPE IN A SATISFACTORY
MANNER AT NO ADDITIONAL COST TO THE OWNER. ALL PIPE & FITTINGS
SHALL BE THOROUGHLY CLEANED BEFORE INSTALLATION, SHALL BE KEPT
CLEAN UNTIL THEY ARE USED IN THE WORK & WHEN LAID, SHALL
CONFORM TO THE LINES & GRADES REQUIRED, KINKED OR OTHERWISE
DAMAGED.
10. GOOD ALIGNMENT SHALL BE PRESERVED DURING INSTALLATION.
DEFLECTION OF THE PIPE SHALL OCCUR AT THOSE PLACES ON PLAN SET
OR AS APPROVED BY THE ENGINEER.
11. TRENCH BACKFILLING SHALL CONFORM TO MANUFACTURE'S
SPECIFICATIONS. SEE TYPICAL BACKFILL DETAIL.
DATE:
Subgrade Preparation:
1. Prepare the subgrade for riprap and filter to the required
lines and grades shown on the plans.
2. Compact any fill required in the subgrade to a density
approximating that of the surrounding undisturbed
material or overfill depressions with riprap.
3. Remove brush, trees, stumps, and other objectionable
material.
Sand and Gravel Filter Blanket:
1. Place the filter blanket immediately after the ground
foundation is prepared.
2. When using gravel, spread filter stone in a uniform
layer to the specified depth.
3. When more than one layer of filter material is used,
spread the layers with minimal mixing.
Synthetic Filter Fabric:
1. Place the cloth filter directly on the prepared foundation.
2. Overlap the edges by at least 12 inches, and space
anchor pins every 3 feet along the overlap.
3. Bury the upstream end of the cloth a minimum of 12
inches below ground and bury the lower end of the cloth
or over lap with the next section as required.
4. If damage occurs while placing riprap, remove the riprap,
and repair the sheet by adding another layer of filter
material with a minimum overlap of 12 inches around the
damaged area. If damage is extensive, remove and
replace the entire sheet.
5. If placing large stones or machine placing is difficult, a 4
inch layer of fine gravel or sand may be needed to
protect the filter cloth.
GEOSYNTHETICS NOTES & SPECIFICATIONS:
1. CONTRACTOR TO CONFORM WITH REQUESTS FROM THE CONSTRUCTION QUALITY
ASSURANCE (CQA) OFFICER & ASSOCIATED PLAN.
2. CONTRACTOR TO PROTECT LINER FROM ANY VEHICULAR TRAFFIC. CONTRACTOR
SHALL PERFORM ALL WORK NECESSARY TO COMPLETE THE CONTRACT IN A
SATISFACTORY MANNER, PROVIDING ALL MATERIALS, LABOR, EQUIPMENT, &
INCIDENTALS NECESSARY TO COMPLETE THE WORK UNLESS SPECIFIED OTHERWISE.
3. ALL ELEVATIONS, SLOPES & DIMENSIONS ARE FROM AN EXISTING AS -BUILT SURVEY.
EXISTING SLOPES & DIMENSIONS ARE APPROXIMATE.
4. PROTECT IN PLACE ALL EXISTING SITE FEATURES.
5. SEE DETAIL SHEET FOR TYPICAL FUSION & EXTRUSION WELD DETAILS. CONTRACTOR TO
FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION, WELDING &
TESTING TECHNIQUES FOR DIGESTER LINER.
6. INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. THERE SHALL
BE NO BRIDGING OR TRAMPOLINING OF GEOSYNTHETICS.
7. ASSEMBLY AND FABRICATION OF HDPE MATERIALS MEET STANDARD PRACTICE AND
TESTING PROCEDURES REFERENCED BELOW;
A. ASTM D-6392: STANDARD PRACTICE FOR TEST METHODS FOR DETERMINING THE
INTEGRITY OF NON -REINFORCED GEOMEMBRANE SEAMS PRODUCED USING
THERMO FUSION METHODS.
B. ASTM D-5820: STAND PRACTICE FOR PRESSURIZED AIR CHANNEL EVALUATION OF
DUAL SEAMED GEOMEMBRANES.
C. ASTM D-5641: STANDARD PRACTICE FOR GEOMEMBRANE SEAM EVALUATION BY
VACUUM CHAMBER.
D. ASTM D-6497: STANDARD GUIDE FOR MECHANICAL ATTACHMENT OF
GEOMEMBRANE TO PENETRATIONS OR STRUCTURES,
E. GRI STANDARD GM 13: TEST PROPERTIES, TESTING FREQUENCY & RECOMMENDED
WARRANTY FOR HIGH DENSITY POLYETHYLENE (HDPE) SMOOTH & TEXTURED
GEOMEMBRANES.
F. GRI STANDARD GM 14: SELECTING VARIABLE INTERVALS FOR TAKING
GEOMEMBRANE DESTRUCTIVE SEAM SAMPLES USING THE METHOD OF
ATTRIBUTES.
G. GRI STANDARD GM 19a: STANDARD SPECIFICATION FOR SEAM STRENGTH &
RELATED PROPERTIES OF THERMALLY BONDED HOMOGENEOUS POLYOLEFIN
GEOM EM BRANES/BARRIERS.
6" GR
(OR 1=11
Size of Riprap stones
Weight
(lb)
Mean Spherical
Diameter (ft)
Length
(ft)
Rectangular Shape
Width/Height (ft)
50
0.8
1.4
0.5
100
1.1
1.8
0.6
150
1.3
2.0
0.7
300
1.6
2.6
0.9
500
1.9
3.0
1.0
1000
2.2
3.7
1.3
1500
2.6
4.7
1.5
2000
2.8
5.4
1.8
4000
3.6
6.0
2.0
6000
4.0
6.9
2.3
8000
4.5
7.6
2.5
20,0 00
6.1
10.0
3.3
Maintenance:
In general, once a riprap installation has been properly designed
and installed it requires very little maintenance. Riprap should
be inspected periodically for scour or dislodged stones. Control
of weed and brush growth may be needed in some locations.
Stone Placement:
GFNFRAI NnTF.S-
1. EFI ACCEPTS NO LIABILITY FOR INSTALLATIONS DONE PREVIOUSLY AND ANY WORK
COMPLETED PRIOR TO THE START OF EFI'S SCOPE.
2. EFI ACCEPTS NO LIABILITY FOR ANY PRE-EXISTING ENVIRONMENTAL CONTAMINATION.
min.
Sizes for Riprap and Erosion Control Stone
Specified by NCDOT
Riprap
Erosion Control
Class 1
Class 2
Class A
Class B
5-200lb
25-250lb
2"-6"
5"-15"
30% shall weigh
60% shall weigh
a minimum of 60
a minimum of 100
Ibs each
Ibs each
No more than
No more than 5%
10% tolerance
10% shall weigh
shall weigh less
top and bottom
less than 15 Ibs
than 50 Ibs each
sizes
each
Equally
Equally
distributed, no
distributed, no
gradation
gradation
specified
specified
Riprap should be a well -graded mixture with 50% by weight
larger than the specified design size.
Diameter of the largest stone size in the mix should be 1.5
times the d50 size with smaller sizes grading down to 1 inch.
1. Placement of riprap should follow immediately after placement of the filter.
2. Place so that riprap forms a dense, well -graded mass of stone with a minimum of voids.
3. Place to its full thickness in one operation.
4. Do not place by dumping through chutes or other methods that cause segregation of stone sizes.
5. Take care not to dislodge underlying base or filter when placing stone.
6. The toe of the riprap slope should be keyed to a stable foundation at its base.
7. The toe should be excavated to a depth about 1.5 times the design thickness of the riprap and
extend horizontally from the slope, as shown above.
8. Hand placing may be necessary to achieve the proper distribution of stone sizes to produce a
relatively smooth, uniform surface.
RIP RAP Effective Date: 23
In accordance with the
2013
Design Manual Updates
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www.efiusa.com
EFI USA ENGINEERING
(NC), PLLC
85 Pascon Court
Gaston, SC 29053
Tel:[phone]
MESKA SOLUTIONS
POLKTON, NC 28135
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SHEET SCALE: 11"X17"SHEET SIZE @ 50%
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NOW OR FORMERLY
PRESTAGE FARMS INC (BLACK RIV)
PIN: 127800757790
Deed Book/Pape 0765/0601
/
1 00'WELL SETBACK (TYP.)
/
/
/
NOW OR FORMERLY
JACKSON NELSON ETUX SANDRA P
PIN: 127700759408
Deed Book/Page 0679/0901
NOW OR FORMERLY
HD3 FARMS OF THE CAROLINAS LLC
PIN: 128800413920
Deed Book/Page 0773/0251
500' SETBACK FROM
ZOPOSED DIGESTER
)P OF DIKE
W OR FORMERLY
RTER JAMES E SR
128700157816
�d Book/Paae W,
3477'
50' FLARE SETBACK (TYP.)
1405'
500' SETBACK FROM
PROPOSED DIGESTER
1,500' SETBACK FROM 1 00'WELL SETBACK (TYP.) TOP OF DIKE
PROPOSED DIGESTER
TOP OF DIKE
NOW OR FORMERLY
HD3 FARMS OF THE CAROLINAS LLC
PIN: 128700474953
Deed Book/Pope 0773/0251
COUNTY MAP
1 " = 400'
NOW OR FORMERLY
MARSHALL AUDREY & MARSHALL MEGAN CAROLINA
PIN: 128800564384
Deed Book/Page WILL 121EO052
NOW OR FORMERLY
ARSHALL AUDREY & MARSHALL MEGAN CAROLINA
PIN: 128800618480
Deed Book/Paae WILL 121EO052
NOW OR FORMERLY
QUIRES TIMBER CO
PIN: 128700668471
Deed Book/Pape 0672/0824
NOW OR FORMERLY
DAMS DAVID ARTHUR SR & PORTER JUSTIN LONG
PIN: 129700170691
Deed Book/Pape WILL201EO0212
/
/
/
43
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www.efiusa.com
EFI USA ENGINEERING
(NC), PLLC
85 Pascon Court
Gaston, SC 29053
Tel:(8o3)551-5700
MESKA SOLUTIONS
POLKTON, NC 28135
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SHEET SCALE: 11"X17"SHEETS17E 5o%
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SHEET NUMBER:
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FLOW CON TROL STRUCTURES (FCS)
ELEVATION DATA
FCS #1
TOP ELEVATION = 108.00
INVERT IN ELEV. = 104.85
INVERT OUT ELEV. = 104.65
SEE DETAIL #3 ON SHEET 8 OF 9
FCS #2
TOP ELEVATION = 107.00
FRONT WEIR CREST ELEV. = 99.50
INVERT OUT ELEV. = 99.00
SEE DETAIL #2 ON SHEET 8 OF 9
FCS #3
TOP ELEVATION = 107.00
FRONT WEIR CREST ELEV. = 99.50
INVERT OUT ELEV. = 99.00
SEE DETAIL #2 ON SHEET 8 OF 9
LIFT STATION ELEVATION DATA
LIFT STATION #1
4000 GAL. PRECAST
CONCRETE PUMP CHAMBER
TOP ELEVATION = 105.00
INVERT IN ELEV. = 97.50
BOTTOM SUBGRADE EL. = 96.50
SEE DETAIL SHEET #6
LIFT STATION #2
4000 GAL. PRECAST
CONCRETE PUMP CHAMBER
TOP ELEVATION = 106.20
INVERT IN ELEV. = 98.70
BOTTOM SUBGRADE EL. = 97.70
SEE DETAIL SHEET #6
LIFT STATION #3
5' DIAMETER PRECAST
CONCRETE PUMP CHAMBER
TOP ELEVATION = 108.50
INVERT IN ELEV. = 96.55
BOTTOM SUBGRADE EL. = 92-01)
SEE DETAIL SHEET # ?
FCS #4
TOP ELEVATION = 107.00
FRONT WEIR CREST ELEV. = 99.00
INVERT OUT ELEV. = 98.50
SEE DETAIL #1 ON SHEET 8 OF 9
FCS #5
TOP ELEVATION = 107.00
FRONT WEIR CREST ELEV. = 98.50
INVERT OUT ELEV. = 98.00
SEE DETAIL #1 ON SHEET 8 OF 9
ExTS77Nc FA
RA4 ROAD .
EXISTING CHAIN LINK FENCE
OUTSIDE OF THE EXISTING
LINED LAGOON HINGE POINT
E
OUTSIDE OF THE EXISTING
LINED LAGOON HINGE POINT
PUMP AND CONTROLS DATA.
PUMPS:
(2) MYERS MODEL V4WHV NON -CLOG SUBMERSIBLE WASTEWATER
PUMPS (VERTICAL DISCHARGE)
4" DISCHARGE, 3" SPHERICAL SOLIDS HANDLING CAPACITY
5 HP, 1750 RPM, 60 Hz, 230 VOLT, SINGLE PHASE
6 1 /2" IMPELLER
CONTROL PANEL:
MYERS CAT# CWHV4-50-21DW DUPLEX CONTROL PANEL OR EQUAL
5 HP, 230 VOLT, SINGLE PHASE
NEMA 4X FIBERGLASS ENCLOSURE, SEPARATE PUMP CIRCUITS,
ALTERNATING PUMP SEQUENCER, BELL & LIGHT ALARMS WITH
SILENCE SWITCH, ELAPSED TIME METERS, OVERRIDE RELAY,
PUMP RUN LIGHTS, AND SEAL LEAK LIGHTS.
FLOAT SWITCHES:
(4) MYERS PM15NO FLOAT SWITCHES, POLYPROPYLENE ENCASED
18-2 SJOW/A34 X 41 STRAND CABLE
7, e
A
FLOW CONTROL STRUCTURE #5 TO REMAIN
IN USE. FOAM CAP TO BE INSTALLED TO
PROTECT THE COVER SYSTEM.
CUT EXISTING TEXTURED LINER
ALONG SHARED BERM. THIS WILL
NEED TO BE STORED AND USED
AT THE END OF THE COVER
INSTALL.
EXISTING LEVEL
MONITORING MARKERS
AND TYPICAL LOCATION
s FOR DISCHARGE PUMP.
POLISHING ECOREACTOR
BENCHMARK
t�J
LEAVE ABANDONED FLOW CONTROL t }- 60 LF - 8" PVC PIPE
STRUCTURE #4 IN PLACE AND INSTALL FOAM O 0.50 X SLOPE
CAP TO PROTECT THE COVER SYSTEM.
RECYCLE PUWRS
AND FLOATS
1 -
Or
CTOF
C; P #2
FCS #4
L INV.
98.20
INV. _
BIOR CTOR #3 98.25
\ FCS #5
1 � �
-d*---
BUTTERFLY VALVE
IN PVC PIPE �I . �i►
C. CS #3
FCS 2
#
L SEE U TILI TY J
NOTE #1
o
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NOTE #1 INV'r103.9 1,
i !
PVC O 1.00 1
SLOPE, PRO DE
TEE A INTAK
NV. O INTA
RRS IN PP , W_ _ 1 US FCS #1
ELEV. = 100.00 107
DEMO TRACTOR SHED 106 B _ 1
TRACTOR SHED
L- 105 n
PROPOSED FARM ROAD �- 104
- -� 103 } FORCE MAIN
515 LF 6"
(OFFICE �_ 1'02 _ INVERTS = 106.00
- ' � ,�
PVC FORCE MAIN -'� 10
MINIMUM BURY
DEPTH = 3 FT 100
LIFT STATION #1 -`
t
`.
INVERT 990 LF 4 ' PV( H CYCLE I
98.34 ! SlIPPI. Y :-INF MIN4�iFIY `
C.O.
POTHOLE, CUT, AND CONNECT
�~ 4 ; CHECK VALVE TO FORCE MAIN THRUST E1L U���'
(T YP) ®t, SEE DETA.I; ( T7'P
FROM LIFT STATION #1
f (
*REMAINING 6" PVC FORCE j
MAIN TO BE ABANDONED. 4 `
EXISTING CHAIN LINK FENCE
EXISTING WOVEN WIRE FENCE
EXISTING ELECTRICAL INFRASTRUCTURE
EXISTING UTILITIES (FIELD VERIFIED)
REMOVED FACILITY INFRASTRUCTURE
ABANDONED FACILITY INFRASTRUCTURE
EXISTING WET WELL
WITH PUMPS AND
CONTROL PANEL TO
REMAIN IN USE.
290 LF -- 8..
PVC
PIPE O 0.50%
SLOPE
81 LF - 6"
PVC
FORCE MAIN,
INV.
O LAGOON =
108.00
EXISTING OVERFLOW PIPES
TO BE LEFT IN PLACE
110 LF
- 8" PVC
DISCHARGE PIPE --
O 0.50
% SLOPE
r
SEE DETAIL FOR ALL SYNTHETIC
LINER PIPE PENETRATIONS 5
C-1
EXISTING FACILITY AND DEMO PLAN
LIFT STATION #3
EXISITNG FLUSH PIPES
SHALL BE REROUTED
TO PUMP CHAMBER
AS SHOWN (TYP)
DEMO EXISTING
CONTROL PANEL .. DETAIL
C.0 /
' 90 LF - 8" � � , ���' I n
MODIFY EXISTING OVERFLOW PVC DISCH.PIPE O 0 70%
PIPING TO SUBMERGE PIPE
OPENINGS FOR GAS SLOPE
ISOLATION.
CAP EXISTING 8" DISCHARGE
INLETS FROM ECOREACTOR #1 CHARGE I �1, f C.O.
AND ECOREACTOR #2 ,F I
I
1Y, N0�,
DEMO EXISTING
"ABANDONED"
CONTROL PANEL TFMP BENCHMARK I
TOP OF CONC. I LII
ELEV. = 105.85
C.O.
LEAVE ABANDONED L;►
FCS #2 & #3 IN PLACE. I f
150 LF - 8" PVC DISCHARGE
PIPE, O 0.50 % SLOPE
[iF
EXISTING ECOREACTOR #1 ,
AND ECOREACTOR #2 TO BE
I TAKEN OUT OF SERVICE 450 LF - 12" i i i C.O.
*AVAILABLE TO BE USED FOR PVC DISCH.
SLUDGE STORAGE PIPE O 0. 70%
140 I_ F - B" PVC SLOPE
X PIPE, ® 0.50 % SLOPE
I ff'
C.O.
I, q
INSTALL RECYCLE SUPPLY I
LINES IN COMMON TRENCH
!I I C.O.
;I
LEAVE ABANDONED
FCS #1 IN PLACE. - _ = "'
CAP EXISTING 6" FORCE MAIN
INLETS FROM LIFT STATION #1
AND LIFT STATION #2 TO -
ISOLATE BIOREACTOR #1
I�
LIFT STATION #2 -�
_ t
455 LF 6"
PVC FORCE MAIN
MINIMUM BURY
!DEPTH = 3 F
POTHOLE, CUT, AND CONNECT CHECK VALVE 1. TRENCHES FOR
TO FORCE MAIN FROM LIFT STATION #2 ECOREACTORS S
*REMAINING 6" PVC FORCE MAIN TO BE INSIDE SLOPE 01
ABANDONED. THE DIKES. CL.
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www.efiusa.com
EFI USA ENGINEERING
(NC), PLLC
85 Pascon Court
Gaston, SC 29053
Tel:[phone]
TENT:
MESKA SOLUTIONS
POLKTON, NC 28135
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DATE:
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SHEET SCALE: 24"x36" SHEET SIZE @ t00%
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1
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SHEET SCALE: 11"X17"SHEET SIZE @ 50%
0
1 "
= 120'
i'+
Know wears below,
SHEET NUMBER:
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EXISTING
LIFT STATION #1
1 I%VI V,dL
02 SKID
635LF OF 8" PE BIOGAS PIPE
PROPOSED
TRUCK FILL -UP STATION
DIGESTER LAYOUT - SITE PLAN
1"=60'
rml %
PROPOSED
TIE-IN TO EXISTING 6" FORCE m,
MAIN WITH CHECK VALVE
PROPOSED 6" TEE
CONNECTION
EXISTING
OVERHEAD POWER
EXISTING
LIFT STATION #2
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ram' w
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www.efiusa.com
EFI USA ENGINEERING
(NC), PLLC
85 Pascon Court
Gaston, SC 29053
Tel:[phone]
MESKA SOLUTIONS
POLKTON, NC 28135
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SHEET SCALE: 11"X17"SHEET SIZE @ 50%
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www. efiusa. com
EFI USA ENGINEERING
(NC), PLLC
85 Pascon Court
Gaston, SC 29053
Tel:[phone]
TENT:
MESKA SOLUTIONS
POLKTON, NC 28135
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DATE:
20 SEPT 2024
SHEET SCALE: 24"x36" SHEET SIZE @ l00%
"
1"=30'
SHEET SCALE: 11"X17"SHEET SIZE @ 50%
0
1
" = 60'
i"
I[nuw what s below,
SHEET NUMBER:
Call nef'.you dig.
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www.efiusa.com
EFI USA ENGINEERING
(NC), PLLC
85 Pascon Court
Gaston, SC 29053
Tel:[phone]
TENT:
MESKA SOLUTIONS
POLKTON, NC 28135
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DATE:
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SHEET SCALE: 24"x36" SHEET SIZE @ l00%
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1"=20'
SHEET SCALE: 11"X17"SHEET SIZE @ 50%
1
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1"
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SHEET NUMBER:
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CONTROL PANEL,
ELECTRICAL SUPPLY AND
DATA COLLECTION TO BE
DONE BY OTHERS
*INSTALL 10' MIN FROM
THE ANCHOR TRENCH
PROPOSED CLD1
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Cal before you dig.
�ml�m
cr,09
www.efiusa.com
EFI USA ENGINEERING
(NC), PLLC
85 Pascon Court
Gaston, SC 29053
Tel:[phone]
MESKA SOLUTIONS
POLKTON, NC 28135
9
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PROJECT NO.
22751
DRAWN BY:
RWS
DATE:
20 SEPT 2024
SHEET SCALE: 24"x36" SHEET SIZE @ l00%
0
1„=20'
SHEET SCALE: 11"X17"SHEET SIZE @ 50%
0
1"
= 40'
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SHEET NUMBER:
8
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HDPE SAND
FILLED BAG
2
PIPS
STRAP -DOWN
EXTRUSION
WELDS
V MIN.
�„,,,,, HDPE RUB SHEET WITH
ROUNDED CORNERS, EXTRUSION
WELDED ALL AROUND
NOTE: ANCHOR TO BE USED ON HORIZONTAL
SURFACES ONLY, AT BOTTOM OF LAGOON
TYPICAL PIPE STRAP -DOWN ANCHOR DETAIL
NTS
EXISTING ANCHOR TRENCH CONTINUOUS AROUND DIGESTER
45' 1 20' 73' — —
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I II II
II II II
II II II
I
40' 11 1 40' 11
11 1 11
11 1 11
I
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11 I I
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11 11 11
121'
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1 II
-------------11 L-------
SLUDGE REMOVAL PIPING LAYOUT
EXISTING TOP OF SLOPE (HINGE POINT)
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II
II
II
1 45'
II
II
II
II
PROPOSED CLD1
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www.efiusa.com
EFI USA ENGINEERING
(NC), PLLC
85 Pascon Court
Gaston, SC 29053
Tel:[phone]
MESKA SOLUTIONS
POLKTON, NC 28135
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DRAWN BY: RWS
DATE: 20 SEPT 2024
SHEET SCALE: 24"x36" SHEET SIZE @ l00%
1"=20'
SHEET SCALE: (11"X17" SHEET SIZE (a 5o%
0 1 " = 40' i"
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Know wears below,
Cal lbefore YOU dig. SHEET NUMBER:
9 0f 9