310014_Application Digester Modification_20210422

April 21, 2021
Christine Lawson
NCDEQ Division of Water Resources
1601 Mail Service Center
Raleigh, NC 27699-1601
CAVANAUGH
Stewards.
Subject: DM Farms Sec 3 Sites 1-3, Wendy 3-8
Facility #31-14
AWS310014
Modification to Swine Digester Animal Waste Management System
Dear Ms. Lawson,
Cavanaugh & Associates, P.A., on behalf of Ironside Investment Management, LLC, hereby submits the
following application to NCDEQ Division of Water Resources for review of the New Swine Digester
Animal Waste Management System application package for DM Farms Sec 3 Sites 1-3, Wendy 3-8. The
subject project is located in Duplin County, North Carolina.
To facilitate your review of the enclosed documentation, the following is an itemized breakdown:
1. One (1) original 'New Swine Digester Animal Waste Management System' application form.
2. One (1) copy of the engineering calculations.
3. One (1) copy of a detailed narrative of the Swine Digester Animal Waste Management System.
4. One (1) copy of the FEMA FIRM map labeled with the 'Proposed Digester Site'.
5. One (1) copy of the permit form Section 3.6 components.
6. One (1) full-size set of the 'New Swine Digester Animal Waste Management System Plans', as well as
one (1) 11"x17" set.
As marked in the 'New Swine Digester Animal Waste Management System' application form attached
with this package, Section 3.3 of the form has not been filled out because there are no proposed swine
treatment/storage structures for this project; one of the existing lagoon structures will be converted to
an anaerobic digester.
To the best of our knowledge, the existing lagoon being proposed to be covered met all the
requirements necessary for construction and certification at the time it was constructed.
For the record, the Surface Water Classification (Section 7 of the application form) was approved by DEQ
in March of 2020, and the plan at that time was to build a new digester, so the Water Classification Map
indicates a new digester, and since that time the farm owner decided to cover an existing lagoon rather
than build a new digester; the previously proposed digester was located adjacent to the lagoon that will
be covered, so the approved Surface Water Classification does not change.
RECEIVED
APR 2 2 2021
NC DEQ/DWR
Central Office
Cavanaugh & Associates, P.A. PO Box 11197 Winston-Salem, NC 27116, 1-877-557-8923, www.cavanaughsolutions.com

Please do not hesitate to contact our office should you have any questions, comments, or require any
additional information.
Regards,
Cavanaugh & Associates, P.A.
f
eff P nos.
Jeff P. Cappadona, P.E.
Attachments
cc: Ironside Investment Management, LLC
*GENE°
pPR 2"II
CeDE°o e

New Swine Digester Animal Waste Management System
1. GENERAL INFORMATION:
1.1 Facility name: DM Farms Sec 3 Sites 1-3. Wendy 3-8
1.2 Print Land Owner's name: Ironside Investment Mana ement LLC
1.3 Mailing address: PO Box 1139
City, State: Wallace, NC Zip: 28446
Telephone (include area code): ( ) Fax: () Email:
1.4 Physical address: 288 Watson Rd
City, State: Rose Hill, NC Zip: 28458
Telephone number (include area code): ( )
Latitude 34.8825° Longitude -78.1094° (Decimal Degrees From Google Earth)
1.5 County where facility is located: Duplin
1.6 Facility location (directions from nearest major highway, using SR numbers for state roads): From the intersection of NC 24
and Union Rd. in Turkey, NC toff of Exit 364 on I-40), head south on Union Rd. 0.3 miles, turn left onto Wilmington Rd
and go 2.3 miles, tum ri>;ht onto Cornwallis Rd. and go 4.4 miles. continue onto Golden Pond Rd. and eo 1.7 miles. continue
onto Pope Rd. and go 328 ft, continue onto Gold Pond Rd. and go 0.7 miles, turn Left onto Murphy's Rd. and go 0.8 miles.
1.7 Farm Manager's name (if different from Land Owner): AJ Linton
1.8 Lessee's / Integrator's name (if applicable; circle which type is listed):
1.9 Facility's original start-up date: Date(s) of facility expansion(s) (if applicable):
1.10 Design Contact name: Gus Simmons Phone [phone] Email: gus.simmons{c27cavanaughsolutions.com
2. OPERATION INFORMATION:
2.1 Facility number: 3144
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
❑ Wean to Finish
Feeder to Finish
Li Farrow to ti'= 11 (
Farrow . to
ri Farrow to 1
%iia: •_.
,l Gilts
No. of Animals
24.846
Note: The proposed waste -to -energy system will
service the 18,180 Feeder to Finish swine at
Section 3 Sites 1, 2, and 3. The remaining 6,666
Feeder to Finish swine at the Wendy 3-8 sites
will continue to be served by the existing lagoons
at those sites.
RECEIVED
APR 2 2 2021
NC DEQ/DWR
Central Office
2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system):
Required Acreage (as listed in the CAWMP): See attached Nutrient Management Plan dated 2011-7-11 i _ Acres
Existing Application Area (pre construction): 254.31 Acres
Page 1 of 6

New Swine Digester Animal Waste Management System
Proposed Application Area (after construction): 254.31 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 PRIMARY TREATMENT :
Treatment
Unit Type
Existing?
(Y/N)
Name of
Treatment Unit
Type of
Liner
Material
Surface
Area
(s.f.)
Type of Cover Ttl Capacity
Material (cu. ft.)
Req'd
Capacity
(cu. ft.)
Digester
Y
(Lagoon
conversio
nl
Digester
(currently 'Section
3, Site 3
Secondary')
Soil in situ
118,155
Synthetic (80 mil) 748,670
580,934
Select
Select
Select
_
Select
Select
Select
b. SECONDARY STORAGE :
Name of Storage
Unit
Existing?
Type of Liner
Material
Surface Area
Ttl Capacity
(cu. ft.)
Req'd Capacity
(cu. ft.)
Section 3, Site 1
Z'
Soil in situ
89,440
777,966
780,560
Section 3, Site 2
Y
Soil in situ
136,416
1,312,793
1,304,990
Section 3, Site 3
Primary (will be
secondary after this
project)
Y
Soil in situ
132,454
1,117,660
1,077,300
Wendy 1*
Y
Soil in situ
70,225
467,442
458,295
Wendy 2*
Y
Soil in situ
70,225
467,442
458,295
Wendy 3*
Y
Soil in situ
87,954
583,291
479,718
* Note that Wendy 1-3 lagoons will not be utilized/affected for this project; i.e., none of the waste from those
lagoons will be directed to the proposed covered lagoon (digester), the sizing is just shown here for
reference/thoroughness.
2.5 Are KNOWN subsurface drains present within 100' of any application fields?
YES
2.6 Are KNOWN subsurface drains in the vicinity or under the waste management system? YES
2.7 Does this facility meet all applicable siting requirements? (See 3.3 for checklist)
2.8 Describe Water Movement between Barns, Digesters, and Storage Ponds
or NO (circle one)
or NO (circle one)
YES or NO (circle one)
Location
Pump Station or
Gravity
Pipe Size
Minimum
Pump
Plan Sheet
Reference
Capacity
GPM
TDH
Barns to Digester
Influent Pump
Station A
6"/8"
440
21
C.2.16.1
Barns to Digester
Influent Pump
Station B
6"/8"
530
54
C.2.16.1
Barns to Digester
Influent Pump
Station C
6"/8"
760
86
C.2.16.1
Other
Mixing Pump
Station
12"
1,600
16
C.2.16.1
Page 2 of 6

New Swine Digester Animal Waste Management System
Digester to Secondary
Gravity
Existing
C.2.16.1
Secondary to Tertiary
Transfer Pump
6"
370
33
C.2.16.1
Select
Select
Select
Page 3 of 6

New Swine Digester Animal Waste Management System
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.
3.1 One completed and signed original of the application for Swine Digester Animal Waste
Management System Application Form.
3.2 One copy of 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.
N/A, see cover letter
ApplicantsInitials
671--
3.3 Documentation that proposed swine treatment/storage structures (NEW) meet the Swine Farm
Siting Act, including a site map. The scale of this map shall not exceed 1 inch = 400 feet. Site
Map included? YES or NO
All proposed digesters to occupied residences > 1500 feet OR no closer than existing setback.
Existing setback = feet YES or NO
All proposed digesters to schools, hospitals, churches, outdoor recreational facilities, national
parks, state parks, historic properties, or child care centers >_ 2500 feet OR no closer than
existing setback. Existing setback = feet YES or NO
All proposed digesters to property boundaries >_ 500 feet OR no closer than existing setback.
Existing setback = feet YES or NO
All proposed digesters to Public Water supply wells > 500 feet. YES or NO
The map shall show the location of any property boundaries and perennial streams or rivers
located within 75 feet of waste application areas. YES or NO
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. Drawings shall be submitted (1) copy 24x36
AND (1) Copy 11x17.
3.5 One copy of a detailed narrative of the Swine Digester Animal Waste Management System.
3.6 One copy of the CAWMP. The CAWMP must include the following components. Some of
these components may not have been required at the time the facility was certified but should 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
• The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
• A map of every field used for land application
• The soil series present on every land application field
• The crops grown on every land application field
• The Realistic Yield Expectation (RYE) for every crop shown in the WUP
• The PAN applied to every application field
• The waste application windows for every crop utilized in the WUP
• The required NRCS Standard Specifications for WUPs.
3.6.2 A site schematic. See Plan Sheet C.2.16.1
3.6.3 Emergency Action Plan
3.6.4 Insect Control Checklist with chosen best management practices noted
Page 4 of 6

New Swine Digester Animal Waste Management System
3.6.5 Odor Control Checklist with chosen best management practices noted
3.6.6 Mortality Control Checklist with the selected method noted
3.6.7 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
3.6.8 Operation and Maintenance Plan
3.6.9 Most recent annual Sludge Survey
If your CAWMP includes any components not shown on this list, please include the additional components with your
submittal. (Composting, waste transfers, etc.)
4. ENGINEER'S/CERTIFICATION:
I WI �� 4.04 S' punon S zs:, P E. (P.E. representing Owner's name listed in question
1.2), attest that this application for DM Farms Sec 3 Sites 1-3, Wendy 3-8 (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 incompl
Signature � Date 3'( 1 20/ Zp21
Engineer's Seal
5. FARM OWNER/PERMITTEE CERTIFICATION:
I, Pr 1 L' v<}iti v h v; re n m e n-1m l IMr, r • (Owner/Permittee name listed in question 1.2), attest
that this application for DM Farms Sec 3 Sites 1-3, Wendy 3-8 (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 11'et/'2(
6. MANAGER'S CERTIFICATION: (complete only if different from the Farm Owner)
(Manager's name listed in question 1.7), attest that this
application for DM Farms Sec 3 Sites 1-3, Wendy 3-8 (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
Page 5 of 6

New Swine Digester Animal Waste Management System
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER RESOURCES
WATER QUALITY PERMITTING SECTION
ANIMAL FEEDING OPERATIONS PROGRAM
1636 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1636
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
7. SURFACE WATER CLASSIFICATION:
This form must be completed by the appropriate DWR regional office and included as a part of the
project submittal information.
INSTRUCTIONS TO NC PROFESSIONALS:
The classification of the downslope surface waters (the surface waters that any overflow from the facility would flow toward) in
which this animal waste management system will be operated must be determined by the appropriate DWQ regional office.
Therefore, you are required, prior to submittal of the application package, to submit this form, with items 1 through 6
completed, to the appropriate Division of Water Resources Regional Operations Supervisor (see page 5 of 5). At a minimum,
you must include an 8.5" by 11 " copy of the portion of a 7.5 minute USGS Topographic Map which shows the location of this
animal waste application system and the downslope surface waters in which they will be located. Identify the closest
downslope surface waters on the attached map copy. Once the regional office has completed the classification,
reincorporate this completed page and the topographic map into the complete application form and submit the
application package.
7.1 Farm Name: Magnolia 4 . Melville I & II. DELL, DM Section 1 Site 4
7.2 Name & complete address of engineering firm: Cavanaugh, 1213 Culbreth Dr., Wilmington, NC 28405
Telephone: [phone] Fax:
Email: gus.simmonscrrcavanaushsolutions.com
7.3 Name of closest downslope surface waters: Unnamed Tributary to Six Runs Creek
7.4 County(ies) where the animal waste management system and surface waters are located: Sampson
7.5 Map name and date: Delway. 2019
7.6 NC Professional's Seal (If appropriate), Signature, and Date: On map
TO: REGIONAL OPERATIONS SUPERVISOR
Please provide me with the classification of the watershed where this animal waste management facility will be or has been
constructed or field located, as identified on the attached map segment(s):
Name of surface waters: //. //.. 77, t.‹e g time 42.w,
Classification (as established by the Environmental Management Commission): C eslrll
Proposed classification, if applicable: A/
Signature of regional office personnel: Date:
(All attachments must be signed)
cDocuSigned by:
ntieunk' 0,-QkeA,
5189C2D3DD5C42B...
3/4/2020
Page 5 of 6

(#1 UNNAM
TRI
M O R P H E E K
NAME
7 UT - H -
S vi 1 5
ME NC
4►
DIGESTER
!(#2) u
TRIEUTA
DUPL/N COUNTY
NORTH C4ROLJN�J
=T
0
NOT
,TER,SHED
CAVANAUGH ‘.'
Stewardship through innovation
Cavanaugh & Associates, P.A. 1213 Culbreth Dr.
Wilmington, NC 28403
[phone] Fax: [phone] www.cavanaughsolutions.com
- ' #
BY:

Narrative
'DM Farms Sec 3 Sites 1-3, Wendy 3-8' will utilize existing barns with slotted floors over flushing pits to
collect manure.
Upon flushing, Barns 1-6 (located at 'Section 3 Site 3 Primary' lagoon) will gravity flow waste through a
12" PVC (DR 35) pipe to an influent pump station. The influent pump station will utilize two 10 hp GEA
pumps, with a typical flow of approx. 370 gpm (1 pump) through a 6" HDPE (DR 17) forcemain into the
anaerobic digester. In the event of pump failure, an 8" PVC (DR 35) bypass will gravity flow waste to the
existing 'Section 3 Site 3 Primary' lagoon to prevent overflow of the influent pump station.
Upon flushing, Barns 7-9 (located at 'Section 3 Site 1' lagoon) will gravity flow waste through a 12" PVC
(DR 35) pipe to an influent pump station. The influent pump station will utilize two 10 hp GEA pumps,
with a typical flow of approx. 590 gpm (1 pump) through a 6" HDPE (DR 17) forcemain into the
anaerobic digester. In the event of pump failure, an 8" PVC (DR 35) bypass will gravity flow waste to the
existing 'Section 3 Site 1' lagoon to prevent overflow of the influent pump station.
Upon flushing, Barns 10-14 (located at 'Section 3 Site 2' lagoon) will gravity flow waste through a 12"
PVC (DR 35) pipe to an influent pump station. The influent pump station will utilize two 20 hp GEA
pumps, with a typical flow of approx. 780 gpm (1 pump) through a 8" HDPE (DR 17) forcemain into the
anaerobic digester. In the event of pump failure, an 8" PVC (DR 35) bypass will gravity flow waste to the
existing 'Section 3 Site 2' lagoon to prevent overflow of the influent pump station.
After treatment in the anaerobic digester (40,539 cubic yard total volume, 27,729 cubic yard volume at
freeboard), effluent will gravity flow through the existing 8" PVC digester outlet pipe to the existing
'Section 3 Site 3 Primary' lagoon, where it will be irrigated in accordance with the waste utilization plan.
Additionally, the transfer pump will pump from the existing 'Section 3 Site 3 Primary' lagoon to the
existing 'Section 3 Site 3 Primary' lagoon or existing 'Section 3 Site 3 Primary' lagoon using a 10 hp GEA
pump, with a typical flow of approx. 370 gpm through a 6" HDPE (DR 17) forcemain in order to balance
the lagoons as needed.
The nearest neighbor to the existing lagoon to be covered is approx. 4,900' to the northeast.
RECEIVED
PR 2 2 2021
NC DECtID\!VB
Central (Ace
a

ADM FARMS SEC 3 SITES 1-3, WENDY 3-8
BIOGAS SYSTEM
DUPLIN COUNTY, NORTH CAROLINA
OWNER
IRONSIDE INVESTMENT MANAGEMENT LLC.
288 WATSON RD
ROSE HILL, NC
CIVIL ENGINEERcARctt-
CAVANAUGH & ASSOCIATES, P.A.

WINSTON-SALEM, NC 27116
1-877-557-8923
ELECTRICAL ENGINEER
DAVID SIMS & ASSOCIATES, P.C.
108 GILES AVENUE, SUITE 100
WILMINGTON, NORTH CAROLINA 28403
[phone] / [phone] (FAX)
SHEET INDEX
C.2.16.0 - COVER & SHEET INDEX
C.2.16.1 - DM FARMS SEC 3 SITES 1-3, WENDY 3-8
OVERALL SITE PLAN
C.2.16.2 - HYDRAULIC PROFILE
C.3.1 - INTENTIONALLY LEFT BLANK
C.3.2 - INFLUENT & EFFLUENT PUMP STATION
DETAILS
C.3.3 - MIXING PUMP STATION DETAIL
C.3.4 - DIGESTER DETAILS
C.3.4A - COVERED LAGOON DETAILS
C.3.5 EROSION CONTROL DETAILS
C.3.6 MISCELLANEOUS DETAILS 1
C.3.7 MISCELLANEOUS DETAILS 2
RECEIVED
APR 222021
NC DEQ/DWR
Central Office
LEGEND
EXISTING PROPOSED
fm
gm
ut?I
—11ET-
9,
gas
PROPERTY LINE
LIMITS OF DISTURBANCE — LOD
SEDIMENT FENCE SF
MAJOR CONTOURS 21
MINOR CONTOURS 26
FORCEM AIN FM
INFLUENT FORCEMAIN IFM EFFLUENT FORCEM AIN — EFM TRANSFER FORCEM AIN▪ —
PLUG VALVE IM
SOLENOID VALVE
REDUCER
AIR RELEASE VALVE &▪ ARV
CLEANOUT
MANHOLE
GRAVITY MAIN GM
STORM PIPE
DITCH —
OVERHEAD ELECTRICAL OE
UNDERGROUND ELECTRICAL
UTILITY POLE
TELEPHONE PEDESTAL
UNDERGROUND TELEPHONE
FIBER OPTIC PEDESTAL
FIBER OPTIC
FENCE
TREE LINE
WETLANDS
APPROXIMATED WETLANDS
JACK AND BORE onoommiss
BORE PIT P//1
EXISTING IRON PIPE
TEMPORARY ROCK CHECK DAM
GAS — GAS —
MONITORING WELL
SHRUB 9
TREE ®n
LIGHT
ROAD CENTERLINE
EDGE OF PAVEMENT
CHECK VALVE
BIOGAS B
WELL
� JJ
BEFORE YOU DIG!
NC ONE CALL
(TOLL FREE)
(OR 1-800-632-4949)
IT'S THE LAW!
CLINTON,— NC
l J.
- NC 24
C4'
BIOGAS --
PIPEUNE
ALIGNMENT
1
-�1
IURKEY, NC
' SMITHFIELD {1p'
OFFICE !!_.
WARSAW, NC
-46- +., `— CARROLLS RD.,,
DM FARM EC
,3 SITES 1-3,
j ' ; WENDY 3-8
.�i
'-a
3
v / .- `MAGNOLIA,' NC
+J y1 r--. "o ro 'STORE . i
i f m� STORE RD;1
K. BRYAN RD. — f i oZ � ,'
� (SR 1944) %I •l.
)TRINITY CHURCH RD. - . .
(SR 1118)'- ROSE HILL, NC -/t
1 y1 i
C-ti
• EAL
1273 f73$_
.........
.
VICINITY MAP
SCALE.. NOT TO SCALE
CAVANAU G H
Stewardship through innovation
DATE: APRIL 19, 2021 SHEET C.2.16.0 PROJECT NO. BE. 19.006

[T▪ able 1: Identification List
Section 'Description 'Quantity [Unit lAdditional Info
Gravity Waste ColleNon(GWC) I I
GWC-1-PIPE
12" PVC (DR 35) Gravity Coliection Line
747
LF.
GWC-2-CO
Cleanout
4
each
Influent Pump Station & Foroemain I IPSI
IPS-IA-PS
Influent Porn Station A
-
- 'faille 2n/C2.16. land Detail l/C32
IPS-2A-INV
8" Digester Bypass Inlet A
Inv.148.0D'
IPS-3A-PIPE
8" PVC (DR 35) Digester Bypass Pipe A
I-
31✓
L.F.
IPS-4A-INV J8"
IPS-1B-PS
Digester tEass Outlet A _
Influent Pump Station B
-
- J1nv.146.5V
- Table 28/C218.1and Detail 1/C12
IPS-2B-INV
8" Digester Bypass Inlet B
-
-
Inv. 148.00'
IPS-38-PIPE
8" PVC (DR 35) Digester Bypass Pipe B
.:d�LF.
IPS-48-INV .8"
IPS-1C-PS
Djester Bypass Outlet B _
Influent Pump Station
-
__
Anv.147.00' _�
Table 2C/C.218.1
IPS-2C-INV
8"D)Bester Bypass Inlet C
-
-
Inv.131.00'
IPS-3C-PIPE
8" PVC IDR 35) Digester Bypass Pipe C
174
L.r
IPS-4C-INV
IPS-SA-FM
8" Digester Bypass Outlet
6" HOPE (DR 17) Farremain
-
-
Inv.128.0(1' --
_
567
LF.
IPS-58-FM
6"HDPE)DR 17)Forcemain
7
LF
IPS-SC-FM
8" HOPE (DR 17) Forcemain
2,626
LF.
IPS-50-FM
IPS-6-INV
10" HDPE (DR 17) Forcemaln
8" HDPE (DR 17) Forcemae law. Out
LF.
Itv.144.93'
Digester (0)
D-1-DIGESTER
Proposed Digester
-
-
Table 4/C.2.16.1and Sheet C.3.4A
D-2-MPS
Mixing Pump Station
-
-
Table 3/C.2.16.1 and Sheet C.3.3
D-3-PIPE
12" PVC (DR 351
eR
LF.
D-4-SUMP
HDPESumP Box 3Lxing System Inlet
-
Inv.140.72
D-5-FM
8" HDPE{DR 17) Forcemain
_-
, i
LF.
D-6-PRA
Pump Repair Area
-
-
D-7-BAF
HDPE Baffle IUnderflow)
-
-
Sheet C.3.4A
D-8-BAF
HDPE Baffle (Overflow)
-
-
Sheet C.3.4A
Effluent (6)
E-1-INV
Digester Inv. Out
-
Lusting
E-2-PIPE
8" PVC (DR 35) Digester Outlet Pipe
DrLF.
Existing
E-3-PS
Effluent Pump Station
- N/A -
E-4-FM
6" HDPE(OR17) Forcemain
.0
LF. N/A
E-5-INV
Lagoon Invert From Digester
-
- !Edw189 Nrw. 146931
Transfer Pump OP
TP-1-PUMP
Transfer Pump
-
- Table 6/C.2.1.6.1 and Sheet C3.7
TP-2-FM
TP-3A-INV
6" HDPE (DR 17) Fo.'cemarn
6" HDPE I DR 171 Forcemain Inv. Out
WJ,1277�LF.
-
- ilm. 147.00
TP-38-INV
6' HDPE (DR 17) Forcemain hw. Out
-
- It.. 128.00
=1 �•-r cont CT 10 `910L.',5� �_�-- - -� J5--�.L00 ze �y - _ ' _A> }-/_.__`--, ' 1 1f�
-,'._` F[TTiNGS AS NEt:E45ARY - _ y - !- \ +I 1` I'
(NOT 'INCLUDED IN TI-f15 _ - -431'� _ - t \
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_-. - - z -_ _�_ - ti� 1 ( - _ „ BE CONVEi1TEP -O F
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I !`lE At>'CRAR7 Ct+C:: • .t t 1 r y /) r •1 '
.1... I ! DAM OOHry STPE,1' •. - I } } 300rfl 1 !
.���.viiivv / OF DITCH I 1 [ I I fl
I !
Ld3S OF 4''' HOPE • 1 I 1 ( 1 o 9'\ ! F F£ ',EXISTING -�
- = P 17) BIOGAS PIFE \ I 1 } I /
JHinr,4S• PLPF11NF INSET 11 1 ( I , /^ _ 1 i r I
r r
DETAIL _ I 1 1 ( /... _ .......'. .
_ -4.....----'-'.' .6- __ III • ,. ti= / 1I
5 _- III /I- -.4/1/
\ • ! _r
.8 - • 1 / h40'h -_ r E's10NG _�GOC^I 'Sf GIGII 3 ,
. -Y 1y: i I 1 SI e 3 PRiil0.RY- CTO BECOME /
I I 140•` �-/ 1 SECONDARY AFTER 1}HS )'
(IT- / ® -� / / \• TOP OF DIRE 1 is 00% f •
/ 1'�E-1104.1 l '4683'
I SPALE ail I ,_--Mir : _ y. • _ ;
III I (�(/( �' '�//fy.. \( f
\ i 1 I 1 11 ; \\`
I I II / /
-�7 •�'. // !'/� //i! 1 1 11 1 t 1 '
- �\( 1 . ( 1) , /// _ , _/ ! / 1 \ 1,, ` ` o�
/,�/� �l1 !/l / /��-.^,c�.Y ' !f1 J (r\ i 1
1j/ i� =!/ /, -- I.i/ / I ( •1 f 1
/i//1!� '/I yY�I\\' ) �- ! tJ\'`-"-SPROPOSED POWER \
' ) I 1 \ \ _ POLES AND OVERHEAD
\1 / ) ( 1 / I ,- \\ 1 _77
I POWERvUNE,
{ ' I / Nif
\ I 1 S I 1 / 1 < \ \ \
r .E ,\�\\ It \\\ ) ( 1 `,16 I / \ \I I
I \\
t EXISTING LAGOON 'SECTION 3 SITE 2' -+\ ! ) 1
1' TOP OF DIKE 129.00'�^' / )
t\\ 1,' t _ FREEBOARD 128.00' -.' I / `r
11 1 11 \' \' 1 I l ( / ^'�
i `, �``\\\(\\ \\. }I /°� l4'- I INV( .......
\
?� I1111! / \�\\\1 / (III\\1\
\ 0 1 1 11 I / \\\\
(
1 / i ,) 1
\\ �\ �\ I �\\\` �
I I11 I 11 I 'G 1-2
1\ \ \ 1 / / / ! /-/ // / / / / / % / ! C•'J FLi'I i:fi =lt. -_il/
�� \��\ \1 `/ l• / /! /// r/ 1 1//// / ( ) DCED "C6 20 / -i ..:
) / 1 I / I 1 / ! / / / / / / / 1 1 [ 1 r '
,- I / 1 1 / I / A l 1/ i I / , 1 1 i.. 1 f -` "i
/ r / I r // / Table 2A: Influent Pump SWionA(Detail l/C32) Table6:Trana1ns9emp Detail
/ // / J) I / Finished Grade: 151.4Dtft
_1 I r . .. • �1C
--` '}1 \ I\ 11 i 11tim: ft
144.5o ft 1a IDyrswnkf4ad r
\ \ 1 1 \ I j I // // / 146.zSh Pumn Hpne gowaa SDh
1 % ) ( 1 1 I I / 15100ft ( Pum52 884 RP 76O RPM
1 / -/ /l 1 1 1 1 1 / 148.0oft
/ _ / / / I I I / / ' Bottom of Wet Well: 144m P
1//!// // ! / / I ! / / Depth of Wet Weil: 81Q ft ... - ..-..
Invert In from North):
Smart In (From South):
Bypass Riser.
Buss Invert Out of Wall:
ft
' / ` / ' / ( // // 1 / Design Flow: 3C0 gpm
II 11 / /// / / / / // / ) Selected Pump Rate: 4r0(lpnrmp) gpm
/ 1 // 1 /l- / j / / Total Dynamic Head (TDH): 2i lr
' / / / / /' / / / /1 / Pump Horsepower. lOhp
!/ , / // / // / / / / Pump Speed (RPM):
/ // 1 / /1 I 1 // / 1 Electric$ Supply. 460V
/ / / / 1 I / / 1 Electrical Frequency: 60hz
�/ .-/ Jl /1 / / // )/- !/ Phase:
1.760 RPM
gpm
gpm
h
// i' / 1 / / ( ' / 1 /Impeller Diameter,
1 / !� 1 // / ;./ if
Motoriepe: I I 1
f)1 // !) (. /' /1 �" / Selected Pump: - GFA 1 \ �\ t
/ I ! / 1 / ( r ///fi ! Parr Model: a"Npglitfrr• 1\ ti- \ I --
/ / / / l ! 1 / / / Shaft Length: eR \ 1 1 t
/ / ,\ -tilt
/ \- 1 \ 1 ) , / / -- - 271--11711
..
/'` _...�iiti<
' _I. - ._
(l / ( i fs-- n nM
04. �J;nn r) I 1///IRim:3502Ih -State 1 l ( I (nvert In:/�/ //1-42;' 1 I I Table2C: Influent Pump StadonC(Deraill/C.3.21
1I1 Rim: of Wet Well:
�..1 \\/ (1611 IFinlshed Grade: 13400ft
'FFE 138.00'1 I 11 Depth of Wet Well:
1 \ 1 11Rim: 136.ODh
\ \\ `,\ ` / 11 Plmertln: i30.ODR
1
'`q34, \� tFFE 138.00'\ l J1 11 Bypass Riser. 135.06R Tel Dynamic Head [TDH]:
\-; Bypass invert Out of Wall: 131.DDk
`'t!3 \ �ly.. L •' y` IPPP i 1 Bottom of Wet Well: 1310Dh
'1-\'FFE 13800';. 1`\`I / e00R
( im n-M _rWi _ /4 / 3 i 7DD
ml _� " �\ / ) 1 Selected Pump Hate:
-" 1 \\ FFE 138'00' \� (J , J TeM gmamicKead (TDH): 1 SOin.
IPS- 3C
PIPE
IPS-1C
P5
IPS-2C
INV
Depth of Wet Well:
Design Flow:
Pump Speed (RPM):
Electrical Supply:
Electiol Frequency:
` - Impeller Diameter.
Motor Type:
�---- ... Selected Pump,
Pump Model:
I5heR Length:
76D(tpumrp)
gpm
gpm
ft
8 in.
TEFC
2x10hp
1,760 RPM
VD
EXISTING LAGOON - 16;.TI1:4-E 3 SITE 1'f!
TOP of ORE t=.8.00•f'
FREEBOARD 147 00
f
/ ...1 - .
Table 3: Mixing Pump Station (Detail 1/L3.3)
Finished Grade: 149.72 ft
Desgn Flow:
Selected Psmrp Rate:
Pump Horsepower.
Pump Speed [RPM):
Electrical Supply:
- - Electrical Frequency:
Phase:
Weller Diameter.
MotorType:
Selected Pump
Farm Information
Farm Name:
143.72 ft
1422i,R
600 ft
1,600 gpm
1,600(1 pump) gpm
16-
2x75 hp
1,760 RPM
460 V
601,8
30
DPI Farms Sec 35ites 1-3, Wendy 348
Permit Number- A.WS310014
I Permitted Capadty:24,ga6
Ir1 "F•-'rrF
/ 1i, I � •w,
1
FP=-/`\ I <
0
lI _
�i I SCALE: 1" = 160'
/ 160' 0 161J' / 3
•
m
1 1 SCALE OF MAP MAY VARY ''1 I (%)
11 1 0LI): Ti.: METHC_'S GP PEPRODUCIION. 1 i
1 1
\ ~_ I I 1
I
/
NOW OR FORMERLY
M. FARMS OF ROSE HILL, LLC
IPLIN CO. PIN: 246100336868
DEED: 1179 720 2003 -
Table 4: Lbge ster Data rabic
(Length•
400 It
12S it
(Width
Top of Olin Flee,
143.T"11
Freeboard Bev:
IE913 i t
Bpttar Elev.
f'8.71 1t
Total Volume:
4O sma CY
Volume at Freeboard:
27,729 C.Y
S.A. @ inside Top of Dike:
130-ODD I
Slope.
3.1
TOGS Cul
O CY
Total Fill
0 Cy
Net Surplus
QCY
IPS-58
' .0185e 28: influent Pomp Steno* 6Metal 1/C321
Finished Grade: 151.(Xaft
Rim: 154.Cp ft
overt In (from Northl: 146.SD ft
Invert In (From South$: 147.OD ft
Bypass Poser. 153.001 ft
oypess Invert Out of Wall: 148.OD ft
Bottom of Wet Well: 14t.W 10
Depth of Wet Well: 1.ROO ft
_Design Row: 3W gpm
Selected PumP Rate: 530 (1 pump) gpm
Total Dynamicliead(TDH): 54ft
Pump Horsepower:
PumpSpeed (RPM):
Electrical Supply 24DV
EN!ctdcal Frequency: 60 hz
Phase: 1e
Impeller Diameter.
Motor !von
Selected Pump: GEA
Pump Model: C s1iFh Pres se Reg=
FShaftlen t�h: 10rt
2x7S ho
1,75C RPM
8 In.
TEFL
SHEET NUMBER
C.2.16.1

160
155
150
145
140
135
130
125
120
115
110
105
4" INFLUENT PUMP
(SEE DETAIL 1/C.3.2)
ERE: 154.0'
FFE: 154.0'
RIM: 154.00'
SEE SHEET C.2.16.213
FFE
154.0'
FG: 151.00'
WET WELL
PROPOSED HEAD
ER
FFE: 151.62' FFE: 151.62FFE: 151.62
L I
?0°5
NV: ,4700.
INV: 146.50'
Nami
EMERGENCY BYPASS TO
EXISTING LAGOON
'SECTION 3 SITE 1'
RISER INV. 153.00'
WALL INV. 148.00' (IPS-213)
4" INFLUENT PUMP
(SEE DETAIL 1/C.3.2)
FFE: 154.0'
FFE: 154.0'
FFE: 154.0'
RIM: 152.00'
FG: 151.00'
PROPOSED
HEADER
WET WELL
INV: 146.50'
NV 146.25
R'
BOTTOM: 144.00'
BOTTOM 144.00'
EMERGENCY BYPASS TO
EXISTING LA
3 SITEGOON
3 PRIMARY'
'SECTION
RISER INV. 151.00'
WALL INV. 148.00' (IPS-
2A)
4" INFLUENT PUMP 'C'
(SEE DETAIL 1/C.3 21
FFE: 138.0'
FFE: 138.0'
FFE: 138.0
FFE: 138.0
FFE: 138.0'
RIM
38.Or
— I
FG:
134.00'
160
155
— 150
145
— 140
EXISTING —
WET WELL
INN. 130.00'
Bo1T0
128.00'
EMERGENCY BYPASS TO
EXISTING LAGOON
'SECTION 3 SITE 2'
RISER INV. 137.00'
WALL INV. 131.00' (IPS-2C)
135
130
125
120
115
0
ZO
Q
Rs
r.
a
i
03
I
i W
CD Li
ud 0
1 LLI �
CL
J
LL
SHEET NUMBER
C.2.1 6.2A
U
0_
1.
46
W
Q
?=t
"'"""'"'..

SDAr� wDr ry SCALE
F2.16.2A 105 ��� '_ ���-:

1 55 'SEE SHEET C.2.16.2A
RIM: 150.
150
145 WET WELL
140
8' MIXING PUMP
(SEE DETAIL 1/C.3.3) 1
22'•�� 171
111 {1
■ 11l
I
A�
■
BOTTOM: 142.22
1 EXISTING LAGOON
'SECTION 3 SITE
3 PRIMARY
TOD: 149.72'
HOPE COVER (TYP)
12' PUMP RETURN
INV: 143.72'
FB: 146.93'
INV: 144.93'
(IPS 6)
OUTLET
INV: 146.74' •
(E-1)
COVERED LAGOON
EMERGENCY BYPASS FROM
INFLUENT PUMP STATION 'A'--•
INV. 146.50' (IPS-4A)
TOO: 148.00'
INV: 146.93' (E-5)
EXISTING
PIPE
FB: 146.50
INV: 14394'
BOTTOM: 139.72'
135 -
130
125
120
115
BOTTOM: 137.00'
EMERGENCY BYPASS FROM
INFLUENT PUMP STATION 'B'
INV. 147.00' (IPS-48)
T00: 148.00'
TRANSFER PUMP
{SEE SHEET C.3.7)
INV: 147.00'
(TIP-3A) FB: 147.00'
EXISTING LAGOON
'SECTION 3 SITE 1'
BOTTOM: 136.00'
— 155
EMERGENCY BYPASS FROM
INFLUENT PUMP STATION 'C'
INV. 128.00' (IPS-4C)
I
TOD:129.00'
INV:128.00'
(1P-3B) FB: 12E1.00'
TOD: TOP OF DIKE
FFE: FINISH FLOOR ELEVATION
FB: FREEBOARD ELEVATION
EXISTING LAGOON
'SECTION 3 SITE 2'
J-IYDRAULIC PROFILE B
DETAIL
SCALE: NOT TO SCALE
BOTTOM: 116.20
150
145
140
135
130
125
120
115
LLJ
H
(r)
(J)
z
0
ti
00
N
J
Lv LL-
I-LI CC
I
oLio
SHEET NUMBER
C.2.1 6.2B
EL
EL
z
1-
8
W
U

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

CONFIDENTIAL
(,ONFIDENLTI J
THESE PLANS CONTAIN INFORMATION
THAT IS CONFIDENTIAL AND
PROPRIETARY TO CAVANAUGH &
ASSOCIATES, P.A. DO NOT COPY,
REPRODUCE, NOR DISTRIBUTE IN
WHOLE OR PART
DUPLIN & SAMPSON COUNTY, NORTH CAROLINA
Stewardship through innovation
6
8
8
A
1
a
SHEET NUMBER
C.3.3
0
1V
rn
G:
ti
2
a
10
2
U
a
U
10
O

CONFIDE Tl
THESE PLANS CONTAIN INFORMATION
THAT IS CONFIDENTIAL AND
PROPRIETARY TO CAVANAUGH Sc
ASSOCIATES, P.A. DO NOT COPY,
REPRODUCE, NOR DISTRIBUTE IN
WHOLE OR PART
a
SHEET NUMBER

•

PLANS CONTAIN INFORMATION
THAT IS CONFIDENTIAL AND
PROPRIETARY TO CAVANAUGH &
ASSOCIATES, P.A. DO NOT COPY,
REPRODUCE, NOR DISTRIBUTE IN
WHOLE OR PART
Stewardship through innovation
e.
8
ON —FARM BIOGAS SYSTEM
DUPLIN & SAMPSON COUNTY, NORTH CAROLINA
COVERED LAGOON DETAILS
SHEET NUMBER
C.3.4A
a_
z

COFIDENTIAL
THESE PLANS CONTAIN INFORMATION
THAT IS CONFIDENTIAL AND
PROPRIETARY TO CAVANAUGH &
ASSOCIATES, P.A. DO NOT COPY,
REPRODUCE, NOR DISTRIBUTE IN
WHOLE OR PART
ON -FARM BIOGAS SYSTEM
IN & SAMPSON COUNTY, NORTH CAROLINA
EROSION CONTROL DETAILS
SHEET NUMBER
C.3.5
N
rn
a. a.
0
rn_
4i
0
w
0
w
U

THESE PLANS CONTAIN INFORMATION
THAT IS CONFIDENTIAL AND
PROPRIETARY TO CAVANAUGH &
ASSOCIATES, P.A. DO NOT COPY,
REPRODUCE, NOR DISTRIBUTE IN
WHOLE OR PART
O
z0
Q'
Q
LI
CCS
DUPL(N & SAMPSON COUNTY, NORTH CAROLINA
MISCELLANEOUS DETAILS
SHEET NUMBER
C.3.6
0.
7
W
W
In
i
4
1
r

THESE PLANS CONTAIN INFORMATION
THAT IS CONFIDENTIAL AND
PROPRIETARY TO CAVANAUGH &
ASSOCIATES, P.A. DO NOT COPY,
REPRODUCE, NOR DISTRIBUTE IN
WHOLE OR PART
ON -FARM BIOCAS
DUPLIN & SAMPSON COUNTY, NORTH CAROLINA
MISCELLANEOUS DETAILS
SHEET NUMBER
C.3.7

Operator: Q.M. Farms, Sect. 3, Site i County: Duplin Date: 12/17/93
Distance to nearest residence (other than owner): 1000.0 feet
1. STEADY STATE LIVE WEIGHT
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 Ibs
3,960 head (finishing only) x 135 lbs. = 534,600 lbs
0 sows (farrow to wean) x 433 lbs. = 0 Ibs
0 head (wean to feeder) x 30 Ibs. = 0 Ibs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 534,600 Ibs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 534,600 Ibs. SSLW x Treatment Volume(CF)/lb. SSLW
Treatment Volume(CF)/Ib. SSLW= 1.0 CF/lb. SSLW
Volume = 534,600 Cubic Feet
3. 'STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet (As per owner's request)
4. TOTAL DESIGN VOLUME
Inside top length = 350.00 feet ; Inside top width = 266.00 feet
Top of dike at elevation = 83.50 feet
Freeboard 1.00 feet ; Side slopes 3.0 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation = 82.50 feet
Bottom of lagoon elevation = 71.50 feet
Seasonal high water table elevation = 79.00 feet
Total design volume using prismoidal formula
SS/END1 SS/END2 SIDE1 SIDE2 LENGTH WIDTH DEPTH
3.00 3.00 3.00 3.00 344.00 260.00 11.00
AREA OF TOP = LENGTH * WIDTH
344.00 260.00 = 89,440 SF (AREA OF TOP)
AREA OF BOTTOM = LENGTH * WIDTH
278.00 194.00 = 53,932 SF (AREA OF BOTTOM)
AREA OF MIDSECTION = LENGTH * WIDTH * 4
311.00 227.00 = 282,388 SF (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
( 89,440 + 282,388 + 53,932) * 1.83
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 780,560 CU. FT.

ern Sec.-I-i`o w 3 S; -e i
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length *Width =
350.00 266.00 93,100 square feet
Buildings (roof and lot water)
Length * Width =
0.0 0.0 0.0 square feet
TOTAL DA 93,100 square feet
Design temporary storage period to be
5A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW
180 days.
0.00136
Volume = 534,600 Lbs. SSLW * CF of Waste/Lb./Day * 180 days
Volume = 130,870 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume =
0.0 gallons/day * 180 days storage/7.48 gallons
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.00 inches
Volume = 7.00 in * DA / 12 inches per foot
Volume = 54,308 cubic feet
per CF

in 5e6-i1n 3 $/Je
5D. Volume of 25 year — 24 hour storm
Volume = 7.50 inches / 12 inches per foot * DA
Volume = 58,188 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 130,870 cubic feet
5B. 0 cubic feet
5C. 54,308 cubic feet
5D. 58,188 cubic feet
TOTAL 243,366 cubic feet
6. SUMMARY
6.1: Total required volume
6.1A: Total design volume avail.
777,966 cubic feet
780,560 cubic feet
6.2: Min. req. treatment volume plus sludge accumalation 534,600 cubic feet
6.2A: At elev. 79.60 feet ; Volume is 536,130 cubic feet (end pumping)
6.3: Total design volume less 25yr-24hr storm is 722,373 cubic feet
6.3A: At elev. 81.80 feet ; Volume is 718,836 cubic feet (start pumping)
Seasonal high water table elevation 79.00 feet
7. Designed By: John Lenfestey Approve
Date: 12/17/93 Date:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS: �� {�( n••t Pt4-t r 74 -4t- j

MURPHY FARMS, INC.
P.O. Box 759
Rose Hill, NC 28458
Phone: [phone]
Calculations By: John Lenfestey
Operator: > D.M. Farms, Sect. 3, Site
County: > Duplin
Date: > 12/17/93
Dist.to nearest residence (other than owner): > 1,000 Feet
Sows (farrow to finish): > 0
Sows (farrow to feeder): > 0
Head (finishing only): > 3,960
Sows (farrow to wean): > 0
Head (wean to feeder): > 0
Storage volume for sludge accum. (cu. ft.): > 0.00 Cu. Ft.
Treatment Volume (min. 1 cu. ft./Ib.). > 1.00
Inside top length: > 350.00 Feet
Inside top width: > 266.00 Feet
Top of dike at elevation: > 83.50 Feet
Freeboard: > 1.00 Feet
Side slopes: > 3.0 : 1
25 Year — 24 Hour Rainfall — , — > 7.50 Feet
Bottom of lagoon elevation: > 71.50 Feet
Minimum Permanent Storage Depth of Lagoon: > 8.10 Feet
otal required volume: > 777,966 Cu. Ft.
Total design volume avail.: > 780,560 Cu. Ft.
Design end pumping elev.: > 79.60 Feet
Minimum required treatment volume: = = = = > 534,600 Cu. Ft.
Treatment vol. at end pumping avail.: = = = = > 536,130 Cu. Ft.
Design start pumping elev.: > 81.80 Feet
Design Vol. — 25 Yr/24 Hr Rainfall: ====> 722,373 Cu. Ft.
Design vol. at start pumping elev.: > 718,836 Cu. Ft.
Seasonal high water table elevation: > 79.00 Feet
NOTE: Verify that bottom of temp. storage > 79.60 Feet
is above water table elevation:
NOTE: Verify that temp. storage is adequate:
Min. required temporary volume: 243,366 Cu. Ft.
Design temporary volume available: 244,430 Cu. Ft.

MURPHY FARMS, INC.
P.O. Box 759
Rose Hill, NC 28458
Phone: [phone]
Calculations By: John Lenfestey
Date: 12/15/93
Farm Operator: D.M. Farms, Section 3 — Site # 2.
County: Duplin
Distance to nearest residence (other than owner):
INPUT DATA:
Sows (farrow to finish) _
Sows (farrow to feeder) =
Head (finishing only) =
Sows (farrow to wean)=
Head (wean to feeder) =
1000.0 Feet
0
0
6,240 (Modified Missouri Houses)
0
0
Seasonal high water table elevation = 62.0 Feet
Storage Volume for sludge accumulation = 0.0 Cu. Ft. (As Per Owner's Requ
Treatment volume (Min. = 1 CF/Lb) = 1.0 CF/Lb
Inside top length of dike = 470.00 Feet
Inside top width of dike = 300.00 Feet
Top of Dike Elevation = 67.00 Feet
.3ottom of lagoon elevation = 54.20 Feet
Freeboard depth of dike = 1.00 Feet
Side slopes on dike = 3.0 : 1
25 Year — 24 Hour Rainfall = 7.50 Inches
Rainfall in excess of evaporation = 7.00 Inches
Minimum Permanent Storage Depth = 8.15 Feet
CALCULATED DATA:
Minimum treatment volume — livestock =
Vol. of Waste Produced = 206,220 CF
Vol. of Wash Water = 0 CF
Rainfall —Excess Evapor. = 82,250 CF
Rainfall / 25 Yr Storm = 108,600 CF
Rainfall on Buildings = 65,520 CF
Minimum temporary storage volume =
Total minimum required treatment volume =
Total design volume available =
Total temporary volume available =
Total Volume at start pumping elevation =
'`esign Volume less 25 Yr — 24 Hr Rainfall =
Minimum Volume for permanent storage =
Permanent storage volume is
842,400 Cubic Feet
462,590
1,304,990
1,312,793
468,207
1,198,475
1,204,193
Cubic Feet
Cubic Feet
Cubic Feet
Cubic Feet
CF @
Cubic Feet
65.15 Feet
844,587 CF @ 62.35 Feet
greater than Mimimum treatment volume

MURPHY FARMS, INC.
Farm Operator: D.M. Farms, Section 3 — Site #\
Date: 12/15/93
VOLUME CALCULATIONS:
1. STEADY STATE LIVE WEIGHT
O sows (farrow to finish) X
O sows (farrow to feeder) X
6,240 head (finishing only) X
O sows (farrow to wean) X
O head (wean to feeder) X
1417 Lbs. =
522 Lbs. =
135 Lbs. =
433 Lbs. =
30 Lbs. =
TOTAL STEADY STATE LIVE WEIGHT (SSLW) _
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Minimum volume =
Minimum volume =
Page 2
0 Lbs.
O Lbs.
842,400 Lbs.
0 Lbs.
O Lbs.
842,400 Lbs.
Lbs. SSLW x Treatment Volume (CF/Lb. SSLW)
842,400 Cubic Feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Minimum volume
4. TOTAL DESIGN VOLUME
Inside top length of dike =
Inside top width of dike =
Top of Dike Elevation =
Bottom of lagoon elevation =
Freeboard depth of dike =
Side slopes on dike =
Total design lagoon liquid level elevation =
Total design liquid level depth =
0.0 Cu. Ft. (As Per Owner's Req
470.00 Feet
300.00 Feet
67.00 Feet
54.20 Feet
1.00 Feet
3.0 : 1
66.00 Feet
11.80 Feet
Determine total design volume using prismoidal formula:
SS/Endl =
SS / End2 =
3.0 Feet
3.0 Feet
Inside Dike Length @ Design Liquid Level =
,side Dike Width @ Design Liquid Level =
SS / Sidei =
SS / Side 2 =
464.00 Feet
294.00 Feet
3.0 Feet
3.0 Feet

MURPHY FARMS, INC.
Farm Operator:
Date:
D.M. Farms, Section 3 — Site #2
12/15/93
VOLUME CALCULATIONS (continued):
Area of Top =
Area of Top =
Area of Top =
Area of Bottom =
Area of Bottom =
Area of Bottom =
Area of Midsection =
Area of Midsection =
Area of Midsection =
Total design volume =
Total design volume =
Total design volume =
Inside dike length(top) * Inside dike width(top)
464.00 * 294.00
136,416 Square Feet
Inside dike length(bottom) * Inside dike width(bottom)
393.20 * 223.20
87,762 Square Feet
Inside dike length(mid) * Inside dike width(mid)
428.60 * 258.60
110,836 Square Feet
Page 3
[Area of Top + (4 * Area of Midsection) + Area of Bottom] * (Depth/6)
667,522 * 1.97
1,312,793 Cubic Feet
4A. TOTAL DESIGN VOLUME AT START PUMPING ELEVATION OF
Area of Top =
Area of Bottom =
Area of Midsection =
Volume @Star/ Pump =
Volume @Start Pump =
Volume @.-Start Pump
132576 Square Feet
87,762 Square Feet
109,090 Square Feet
65.15 Feet
[Area of Top + (4 * Area of Midsection) + Area of Bottom] * (Depth/6)
656,699 * 1.83
1,198,475 Cubic Feet
4B. TOTAL DESIGN VOLUME AT END PUMPING ELEVATION OF
Area of Top =
Area of Bottom =
Area of Midsection =
Volume @ End Pump =
Volume @ End Pump =
Jolume @ End Pump =
120,295 Square Feet
87,762 Square Feet
103,431 Square Feet
62.35 Feet
[Area of Top + (4 * Area of Midsection) + Area of Bottom] * (Depth/6)
621,782 * 1.36
844,587 Cubic Feet

MURPHY FARMS, INC.
Farm Operator: D.M. Farms, Section 3 — Site #2,
Date: 12/15/93
JOLUME CALCULATIONS (continued):
4C. TOTAL DESIGN VOLUME AT PERMANENT STORAGE ELEVATION
Minimum Permanent Storage Depth =
Area of Top =
Area of Bottom =
Area of Midsection =
Permanent Volume =
Permanent Volume =
Permanent Volume =
120,295 Square Feet
87,762 Square Feet
103,431 Square Feet
8.15 Feet
Page 4
[Area of Top + (4 *Area of Midsection) + Area of Bottom] * (Depth/6)
621,782 * 1.36
844,587 Cubic Feet
5. TEMPORARY STORAGE VOLUME CALCULATIONS
Design Drainage Area = Area of Lagoon (Top of Dike) + Area of Buildings
Design temporary storage period = 180.0 Days
Area of Lagoon =
. Area of Lagoon =
Area of Lagoon =
Length at top of dike * Width at top of dike
470.00 * 300.00
141,000 Square Feet
Area of Buildings (roof & lot water) = Length of Buildings * Width of Buildings * No. of Buildings
Area of Buildings = 260.0 * 21.0 * 6.0
Area of Buildings = 32,760 Square Feet
Design Drainage Area =
Design Drainage Area =
Design Drainage Area =
Area of Lagoon (Top of Dike) + Area of Buildings
141,000 + 32,760
173,760 Square Feet
5A. VOLUME OF WASTE PRODUCED
Approximate daily production of manure in CF/LB SSLW 0.00136 CF/Lb SSLW
Volume of Waste =
Volume of Waste =
`volume of Waste =
Lbs. SSLW * CF of Waste/Lb./Day * 180 Days
842,400 * 0.00136 * 180
206,220 Cubic Feet

MURPHY FARMS, INC.
Farm Operator: D.M. Farms, Section 3 — Site #2
Date: 12/15/93
TEMPORARY STORAGE VOLUME CALCULATIONS (continued)
5B. Volume of Wash Water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Vol: of Wash Water =
Vol. of Wash Water =
Vol. of Wash Water =
Page 5
Gallons per Day * Temporary Storage Period / 7.48 Gals./ Cubic Foot
0 * 180
0 Cubic Feet
5C. Volume of Rainfall in Excess of Evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall =
Vol. of Excess Rainfall =
Vol of Excess Rainfall =
id. of Excess Rainfall =
7.00
Lagoon Area * Rainfall Amount
141,000 * 7.00
82,250 Cubic Feet
5D. Volume of 25 Year — 24 Hour Storm
Vol. of Storm Rainfall =
Vol. of Storm Rainfall =
Vol. of Storm Rainfall =
Design Area * Rainfall Amount
173,760 * 7.50
108,600 Cubic Feet
5E. Volume of Total Rainfall for Modified Missouri Houses
Vol. of Total Rainfall =
Vol. of Total Rainfall =
Vol. of Total Rainfall =
Inches
Building Area * Rainfall Amount
t
32,760 * 24.00 Inches
65,520 Cubic Feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. Volume of Waste Produced =
5B. Volume of Wash Water =
5C. Vol. of Rainfall in Excess of Evapor. =
5D. Vol. of Rainfall / 25 Yr — 24 Hr Storm =
5E. Vol. of Total Rainfall on Buildings =
TOTAL TEMPORARY VOLUME =
206,220 Cubic Feet
0 Cubic Feet
82,250 Cubic Feet
108,600 Cubic Feet
65,520 Cubic Feet
462,590 Cubic Feet

MURPHY FARMS, INC.
Farm Operator: D.M. Farms, Section 3 — Site #?
Date: 12/15/93
6. SUMMARY
Minimum treatment volume — livestock =
Minimum temporary storage volume =
Total minimum required treatment volume =
Total design volume available =
Total temporary volume available =
Design start pumping elevation =
Total Volume at start pumping elevation =
Design Volume Tess 25 Yr — 24 Hr Rainfall =
Design end pumping elevation =
Total Volume at end pumping elevation =
Design min. permanent storage elevation =
Total Volume at min. storage elevation =
Vol. of Permanent + Temporary Storage =
NOTE: Bottom of Temporary Storage =
the water table elevation of
7. DESIGNED BY: John Lenfestey
DATE: 12/15/93
APPROVED BY:
DATE:
842,400 Cubic Feet
462,590 Cubic Feet
1,304,990 Cubic Feet
1,312,793 Cubic Feet
468,207 Cubic Feet
65.15 Feet
1,198,475 Cubic Feet
1,204,193 Cubic Feet
62.35 Feet
844,587 Cubic Feet
62.35 Feet
844,587 Cubic Feet
1,307,176 Cubic Feet
62.35 Feet is above
62.00 Feet
Page 6
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN K
COMMENTS: /S`( 4 41-t . ,•1 ,fir /-- �

POST OFFICE BOX 759 • ROSE HILL, NORTH CAROLINA 28458
[phone]
January 3, 1995
Mr. Mike Sugg
District Conservationist
USDA - Soil Conservation Service
PO Box 277
Kenansville, NC 28349
Re: DM Farms Sectioin 3, Site 3 - 7980 Feeder to Finish
Dear Mr. Sugg:
Enclosed for your review is the completed Animal Waste Management
Plan for the above referenced swine farm. Specific items included
in this package are as follows:
- Location Map
Lagoon Design Spreadsheet
Operation & Maintenance Plan for Lagoon
Construction Specifications for Lagoon
Site Seeding Requirements
Earthwork Calculations
Waste Utilization Plan
Site Plan with Construction Details
Please contact me at [phone], ext. 592 if you have any
questions concerning this package.
Sincerely:
X z
M. Kevin Weston
Engineering Technician
MKW
Enclosures
cc: File
DM Farm (complete package)
Murphy Farms Construction Dept. (site plan only)

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2. STAGE WASTE LAGOON DESIGN
OOperator:
ounty: >DM FARMS — SEC 3 SITE 3
>DUPLIN
Date: > 01/03/95
Dist.to nearest residence (other than owner): > 2000 ft.
sows (farrow to finish): > '
sows (farrow to feeder): >
head (finishing only): > 7980
sows (farrow to wean): >
head (wean to feeder): >
Ave. Live Weight for other operations(Ibs.): >
Storage volume for sludge accum. (cu. ft./lb.): >
Treatment Volume (min. 1 cu. ft./lb.): > --1.0
25 Year — 24 Hour Rainfall (in.): > 7.5
Rainfall in excess of evaporation (in.): > 7.0
Drainage area of buildings.& lots (sq. ft): >
Volume of wash water (gallons/day): >
Temporary storage period (days): > 180
Side slopes (inside lagoon): >
Seasonal high water table SH 3`0 ' 1
************:************ ************ ***********************A.1. A A******* A A******thhk:
PRIMARY STAGE (Permanent Trmt + Sludge Accum + Storm Storage) :
inside top length (ft.): > 350.0
side top width (ft.): > 400.0
Top of dike elevation (ft):
Bottom of lagoon elevation ft) : 88.5
99.5
(
Freeboard (ft.): 1.7
Connector Pipe Invert : > 98.5
Required PERMANENT storage vol.: > ** FREEBOARD ENCRC
1,077,300 cu. ft. 1ST STG. VOL O.K.**
Actual design PERMANENT storage vol.: ===> 1,117,660 cu. ft.
/ *???* Is the intent to store all of the 25 yr/24 hr storm in the 2nd 103.75%
\ stage or in both stages? (1=2nd stage, 2=both stages) =>
Required STORM Storage volume: > g ) 1
Actual design STORM Storage volume: = _ = => 0 0 cu.. cf ft. .
(design volume is below freeboard)
Total Required PRIMARY Stage Volume: =_=> 1,077,500 cu. ft. **TOTAL STOR. O.K.**
Total Design PRIMARY Stage Volume: _ =_=> 1,117,660 cu. ft.
************:********************** A A.A A ***ak ***ic*ir********Ye*A A.******:**********AA:

SECOND STAGE (Temporary Storage + Storm Storage)
TEMPORARY STORAGE = Waste Production + Wash Water + Rainfall Excess
STORM STORAGE = 25 Year/24 Hour storm
• Inside top length (ft.):
inside top width (ft.): > 400.0325.0
>
Top of dike elevation (ft):
>
Bottom of lagoon elevation ft.: 99.5
(
Freeboard (ft.):1.0
--,- ) > 89.5
Stop pumping elevation (> or = to 93.0 ft.SHWT)>> 93.0
Required TEMPORARY Storage volume: = = _ > 338,917 cu. ft. **TEMP. STOR. O.K. **
Actual design TEMPORARY Storage volume:=> 444,808 cu. ft. 131.24%
(design volume is below Storm Storage)
Start pumping elevation:
> 97.0
Required STORM Storage volume: > 168,750 cu. ft. **STORM STOR. O.K.**
Actual design STORM Storage volume: =_=> 183,757 cu. ft. 108.89%
(design volume is below Freeboard)

2 STAGE WASTE LAGOON DESIGN
Operator: DM FARMS — SEC 3 SITE 3 County: DUPLIN Date:
01/03/95
Distance to nearest residence (other than owner): 2,000 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs.
0 sows (farrow to feeder) x 522 lbs.
7980 head (finishing only) x 135 lbs.
0 sows (farrow to wean) x 433 Ibs.
0 head (wean to feeder) x 30 lbs.
Describe other :
= 0 lbs
0 lbs
1,077,300 lbs
0 lbs
= 0 lbs
0
Total Average Live Weight = 1,077,300 lbs
***** 2. PRIMARY STAGE *****
2a. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 1,077,300 lbs. ALWx Treatment Volume(CF)/Ib. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 1,077,300 cubic feet
2b. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0 cubic feet
2c. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike primary stage)
(Lerigth * Width of primary stage)
350.0 400.0 140,000 square feet
Volume of 25 year — 24 hour storm (PRIMARY STAGE)
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 87,500 cubic feet

` 2d. DESIGNED PRIMARY STAGE VOLUME
Inside top length (feet) 350.0
Inside top width (feet) - 400.0
Top of dike elevation (feet) - 99.5
Bottom of lagoon elevation (feet) _ 88.5
Freeboard (feet) - 1.7
Side slopes (inside lagoon) - 3.0 : 1
Connector Pipe Invert (feet) 98.5
Total design PERMANENT STORAGE volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 339.8 389.8 10.0
AREA OF TOP
LENGTH * WIDTH = 339.8 389.8
AREA OF BOTTOM
LENGTH * WIDTH = 279.8 329.8
AREA OF MIDSECTION
LEN. * WIDTH * 4 = 309.8 359.8
132,454 (AREA OF TOP)
92,278 (AREA OF BOTTOM)
445,864 (AREA OF MIDSEC. *4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
132,454 445,864 92,278
1.7
Total Designed PERMANENT Volume Available in Primary Stage= 1,117,660 CU. FT.
Total design STORM STORAGE volume using prismoidal formula :
SS/END1 SS/END2 SS/SIDE SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 339.8 389.8 0.0
AREA OF TOP
LENGTH * WIDTH = 339.8 389.8 132,454 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH = 339.8 389.8 132,454 (AREA OF BOTTOM)
AREA OF MIDSECTION
LEN. * WIDTH * 4 = 339.8 389.8 529,816 (AREA OF MIDSEC. * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
132,454 529,816 132,454
Total Designed STORM Volume Available in First Stage=
0 CU. FT.
0.0

***** 3. SECOND STAGE
TEMPORARY STORAGE REQUIRED
3A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW
Volume = 1,077,300 lbs. ALW/135 lbs. ALW * 1.37 gal/day
Volume = 1,967,868 gals. or 263,084 cubic feet
3B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 3A.
Volume =
Volume =
0 gallons/day *
0 cubic feet
1.37
180
180 days storage/7.48 gallons
3C. Volume of rainfall in excess of evaporation
DRAINAGE AREA:
— Lagoon (top of dike second stage)
(Length * Width of second stage)
400.0 * 325.0 — 130,000 square feet
— Buildings (roof and lot water)
0 square feet
TOTAL DRAIN. AREA 130,000 square feet
Design temporary storage period to be 180 days.
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall
Volume =
Volume =
3D. Volume of 25 year
Volume =
Volume =
7.0 in * DA / 12 inches per foot
75,833 cubic feet
Describe this area.
— 24 hour storm (SECOND STAGE)
7.5 inches / 12 inches per foot * DA
81,250 cubic feet
TOTAL REQUIRED SECOND STAGE STORAGE
3A. 263,084 cubic feet
3B. 0 cubic feet
3C. 75,833 cubic feet —
3D. 81,250 cubic feet —
TOTAL 420,167 cubic feet
— waste production
— wash water
rainfall excess (both stages)
25 yr/24 hr storm (second stage)
7.0 inches
days
per CF

3e. DESIGNED SECOND STAGE VOLUME
Inside top length (feet) - 400.0
Inside top width (feet) - 325.0
Top of dike elevation (feet) - 99.5
Start Pump elevation (feet) - 97.0
End Pump elevation (feet) - 93.0
Bottom of lagoon elevation (feet) - 89.5
Freeboard (feet) - 1.0
Side slopes (inside lagoon) - 3.0 : 1
Total design TEMPORARY STORAGE volume using prismoidal formula :
SS/END1 SS/END2 SS/SIDE SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 385.0 310.0
4.0
AREA OF TOP
LENGTH * WIDTH = 385.0 310.0 119,350 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH = 361.0 286.0 103,246 (AREA OF BOTTOM)
AREA OF MIDSECTION
LEN. * WIDTH * 4 = 373.0 298.0 444,616 (AREA OF MIDSEC. *4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
119,350 444,616 103,246
Total Designed TEMPORARY Volume Available in Second Stage= 444,808 CU. FT.
Total design STORM STORAGE volume using prismoidal formula :
SS/END1 SS/END2 SS/SIDE SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 394.0 319.0
1.5
AREA OF TOP
LENGTH * WIDTH = 394.0 319.0 125,686 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH = 385.0 310.0 119,350 (AREA OF BOTTOM)
0.7
AREA OF MIDSECTION
LEN. * WIDTH * 4 = 389.5 314.5 489,991 (AREA OF MIDSEC. * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
125,686 489,991 119,350
0.3
Total Designed STORM Volume Available in Second Stage= 183,757 CU. FT.

Total design volume using prismoidal formula :
SS/END1 SS/END2 SS/SIDE SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 394.0 319.0 9.0
AREA OF TOP
LENGTH * WIDTH = 394.0 319.0 125,686 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH = 340.0 265.0 90,100 (AREA OF BOTTOM)
AREA OF MIDSECTION
LEN. * WIDTH * 4 = 367.0 292.0 428,656 (AREA OF MIDSEC. *4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
125,686 428,656 90,100
Total Design Volume Available in Second Stage=
966,663 CU. FT.

4. SUMMARY
Temporary storage period 180 days
Rainfall in excess of evaporation - 7.0 inches
25 year - 24 hour rainfall
Side slopes 7.5 inches
Seasonal high watertable elevation (SHWT) ----- 93.0 feet
** *****'` PRIMARY STAGE******"AAA*
Inside top length 350.0 feet
Inside top width 400.0 feet
Top of dike elevation - - 99.5 feet
Bottom of lagoon elevation 88.5 feet
Freeboard
Connector Pipe Invert 1.7 feet
_ 98.5 feet
The design intent is to store the 25 yr/24 hr storm in the 2nd stage only
Required PERMANENT storage volume - 1,077,300 cu. ft.
Actual design PERMANENT storage volume ----. 1,117,660 cu. ft.
Required STORM Storage volume _
Actual design STORM Storage volume 0 cu. ft.
0 cu. ft.
Total Required Storage Volume
Total Actual Design Storage Volume 1,7,0 cu. ft.
Min. thickness of soil Liner when required 1 117,660 cu. ft.
1.6 feet
**AA* ** SECOND STAGE***********
Inside top length
Inside top width 400.0 feet
Top of dike elevation 325.0 feet
Bottom of lagoon elevation - 99.5 feet
Freeboard 89.5 feet
Stop pumping elevation (> or = 93.0 ft. SH 93.0 feet1.0 foot
Required TEMPORARY Storage volume
Actual design TEMPORARY Storage volume ---- 4 ,8 cu. ft.
Start pumping elevation 444,808 ee cu. ft.
Required STORM Storage volume 97.0 feet
Actual design STORM Storage volume 183,757 cu. ft.
183,757 cu. ft.
Total Required Storage Volume
Total Actual Design Storage Volume _ 420,167 cucu. ft.
Min. thickness of soil finer when required 966,663ft.
1.5 feet
7. DESIGNED BY:
APPROVED BY:J-t46,244-1
DATE: DATE: /- 3-9 5
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

MURPHY FARMS, INC.
P.O. Box 759
Rose Hill, NC 28458'`°
Phone: 919-289=21 ti
Calculations By:
Date:
Farm Operator:
County:
John Lenfestey
..;10/26/93 .. =.._
weNL
DM Farm Nursery_No_ . l a ,--
Duplin
Distance to nearest residence (other than owner):
INPUT DATA:
Sows (farrow to finish) =
Sows (farrow to feeder) =
Head (finishing only) =
Sows (farrow to wean)=
Head (wean to feeder)
Seasonal high water table elevation =
Storage Volume for sludge accumulation =
Treatment volume Min. = t CFILb =
Inside top length of dike =
Inside top width of dike =
Top of Dike Elevation
3ottom of lagoon elevation =
Freeboard depth of dike =
Side slopes on dike =
25 Year — 24 Hour Rainfall =
Rainfall in excess of evaporation =
Minimum Permanent Storage Depth =
CALCULATED DATA:
Minimum treatment volume — livestock =
Vol. of Waste Produced = 73,440 CF
Vol. of Wash Water = 0 CF
Rainfall —Excess Evapor. = 40,965 CF
Rainfall / 25 Yr Storm = 43,891 CF
Minimum temporary storage volume =
Total minimum required treatment volume =
treatment
Total design volume availabie'_ ,.::
Total temporary _ ` `available p ary volume "
}
1000.0 Feet
79.0 Feet
0.0 Cu. Ft. (As Per Owner's - . ,-
1.0 CF/Lb
265.00 Feet
265.00 Feet
84.20 Feet
74.65 Feet
1.0 Feet
3.0 : 1
7.50 Inches
7.00 Inches
6.00 Feet
300,000 Cubic Feet
158,295 Cubic Feet
458,295 Cubic Feet
4.67,442 Cubic Feet
.:.161,151 Cubic Feet
A21,242 .CF @
Cubic Feet
82.5-0 Feet
CF @ 80.65 Feet
Mimimum treatment
volume for livestock

- MURPHY FARMS INC.
Farm Operator:
Date:
W €f1q y t _ Page 2
10/26/93
VOLUME CALCULATIONS:•
:
- 0 .sows (farrow to finish) X 1417 Lbs. — 0 Lbs.
0 sows (farrow to feeder) X 522 Lbs. = 0 Lbs.
0 head (finishing only) X 135 Lbs. = 0 Lbs.
0 sows (farrow to wean) X 433 Lbs. = 0 Lbs.
10000 head (wean to feeder) X 30 Lbs. = 300,000 Lbs.
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 300,000 Lbs.
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Minimum volume = Lbs. SSLW x Treatment Volume (CF/Lb. SSLW)
Minimum volume = 300,000 Cubic Feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Minimum volume =
4. TOTAL DESIGN VOLUME
Inside top length of dike =
• Inside top width:of dike =
Top,;ofDike Elevation
Botto'm�of,lagdon elevation =
Freeboa d depth of dike =
Side slopes• on dike =
Total design lagoon liquid level elevation =
Totaldesign liquid level depth =
0.0 Cu. Ft. (As Per Owner' = quest)
265.00 Feet
265.00 Feet
84.20 Feet
74.65 Feet
1.0 Feet
3.0 :1
83.20 Feet
8.55 Feet
Determine total design volume using prismoidal formula:
• SS / Endi = 3.0 Feet SS / Side1 =
Fee SS / Side 2
Inside Dike Length @ Design Liquid Level = 259.00 Feet
inside Dike Width @ Design Liquid Level = 259.00 Feet
3.0 Feet
3.0 Feet

MURP.HY FARMS, INC.
Farm7.' Operator:
Date:
VOLUME CALCULATIONS (continue
Lin Y
-DMfdriHs, Nurbbly i -
10126/93
fr
Area of Top = Inside dike length(top) * Inside dike width(top)
Area of Top = 259.00 * 259.00
Area of Top = 67,081 Square Feet
Area of Bottom =
Area of Bottom =
Area of Bottom =
Area of Midsection =
Area of Midsection =
Area of Midsection =
Total design volume =
Total design volume =
Total design volume =
Inside dike length(bottom) * inside dike width(bottom)
207.70 * 207.70
43,139 Square Feet
Inside dike length(mid) * Inside dike width(mid)
233.35 * 233.35
54,452 Square Feet
Page 3
[Area of Top + (4 * Area of Midsection) + Area of Bottom] * (Depth/6)
328,029 * 1.42
467,442 Cubic Feet
4A. TOTAL DESIGN VOLUME AT START PUMPING ELEVATION OF
Area of Top 64,923 Square Feet
Area of Bottom = 43,139 Square Feet
Area of Midsection ='' .53,477 Square Feet
82.50 Feet
,Volume @Start Pump = [Area of Top + (4 *Area of Midsection) + Area of Bottom] * (Depth/6)
Volutni @Start Pump = '321,969 * 1.31
Volume @Start Pump = 421,242 Cubic Feet
4B. TOTAL DESIGN VOLUME AT END PUMPING ELEVATION OF
. -.. Area of Top =
:,� Area of Bottom -
Area'a = `
Volumee u
End Pump":�':���
Volume @ End. Pump,.=
Volume@ End Pump=.
59,390 Square Feet
643,139 Square Feet.
Sqrar4 Feet
80.65 Feet
lrea of Top + (4 * Area of Midsection) + Area of Bottom] * (Depth/6)
f.3(6,291 * 1.00
r_ -. 306,291 Cubic Feet

,...MURPHy FARMS, INC. .wevtLy I
Operator .13141-RimtisT-NufeetrNer4-
Date: 10/26/93
VOLUME CALCULATIONS (continued):
DESIG(1 VOLUME AT PERMANENT STORAGE ELEVATION
Minimum Permanent Storage Depth = 6.00 Feet
Area of top =
Area of Bottom =
Area of Midsection =
59,390 Square Feet
43,1.39 Square Feet
50,940 Square Feet
Page 4
Permanent Volume = [Area of Top + (4 *Area of Midsection) + Area of Bottom] * (Depth/6)
Permanent Volume = 306,291 * 1.00
Permanent Volume = 306,291 Cubic Feet
5. TEMPORARY STORAGE VOLUME CALCULATIONS
Design Drainage Area = Area of Lagoon Clop of Dike) + Area of Buildings
Design temporary storage period = 180.0 Days
Area of Lagoon = Length at top of dike * Width at top of dike
Area of Lagoon = 265.00 * 265.00
Area of Lagoon = 70,225 Square Feet
Area of Buildings (roof & lot water) = Length of Buildings * Width of Buildings
Area of Buildings = 0.0 0.0
Area of Buildings = • 0.0 Square Feet
- ' • r
Design Drainage Area = Area of Lagoon (Top of Dike) + Area of Buildings
Design Driiitsde-Ar6a = 70,225 + 0
Design Drainage Area = 70,225 Square Feet
5A. VOLUME OF WASTE PRODUCED
..., __ .
- • _ , '',•,,,i...-.7'.;.,..-----,,,..:4o..;;441:pki•--„-- - -- _ - •
Approximate daily production ,Of manure in CF/LB SSLW 0.00136 CF/Lb SSLW
- . - • .. : ..44'-'r" " .. :. -
Volume of Waste =- •. Lbs bSLIN!! CF of Waste/Lb./Day * 180 Days
..•
Volume .of Waste.= . _ , ,ijoo -,-* 0.00136 * 180
._ .
folume of Waste = - 73,440 Cubic Feet

MURPHY FARIOS, INC.
Farm Operator`rt sM .
DatP� :rl,147 : r• .
TEMPORARY STORAGE VOLUME CALCULATIONS (continued)
Volume of ash Water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon viiater are accounted for in• 5A.
Vol. of Wash Water
Vol. of Wash Water =
Vol. of Wash Water =
Page 5
Gallons per Day * Temporary Storage Period / 7.48 Gals./ Cubic Foot
0 * 180
0 Cubic Feet
5C. Volume of Rainfall in Excess of Evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 Inches
Vol. of Excess Rainfall =
Vol. of Excess Rainfall =
Vol. of Excess Rainfall =
5D. Volume of 25 Year —
Vol. of Storm Rainfall =
Vol. of Storm Rainfall =
Vol. of Storm Rainfall =
Design Area * Rainfall Amount
70,225. * 7.0.
40,965 Cubic Feet
24 Hour Storm
Design Area * Rainfall Amount
70,225 * 7.5
43,891 Cubic Feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. Volume of Waste`Produced
5B. Volume of Wash Water = _,:;
5C. Vol. of Rainfall in. Excess of Evapor. =
5D. Vol. of Rainfall / 25 Yr 7 24 Hr Storm =
TOTAL TEMPORARY VOLUME 4-•=
•- E. •:.gj41 j 1 +rA'.1'N j.r wiSa "i.:..•
73,440 Cubic Feet
0 Cubic Feet
40,965 Cubic Feet
43,891 Cubic Feet
158,295 Cubic Feet
•

:.---..1461:04YFARMi, INC. - •
• . •
Farrel Operatoi':
• -Date: • " • -10/26/93
.
. - e. .........
6. SUMMARY
• - "r%
Minimum treatment voluma-- livestock =
):-
Minimutritemperailitorage -volume =
Tc:Italminimum required treatrnent volume =
Tait! desgril7�1urne ad&ie=
Total temporary volume available =
Design start pumping elevation =
Total Volume at start pumping elevation =
Design Volume less 25 Yr - 24 Hr Rainfall
••- Design end pumping elevation =
Total Volume at end pumping elevation =
Design min. permanent storage elevation =
Total Volume at min. storage elevation
Vol. of Permanent + Temporary Storage
•f
NOTE: Bottom of TerniSorary Storage =
the water table elevation of
7. DESIGNED BY: John Lenfestey
DATE: 10/26/93
APPROVEDBY:
DATE:
mNe-
300,000 Cubic Feet
158,295 Cubic Feet
458,295 Cubic Feet
467,442 Cubic Feet
161,151 Cubic Feet
82.50 Feet
421,242 Cubic Feet
423,551 Cubic Feet
80.65 Feet
306,291 Cubic Feet
80.65 Feet
306,291 Cubic Feet
464,586 Cubic Feet
80.65 Feet is above
79.00 Feet
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS: Geifse--F ur/zta4-77_,2d P-04te
;' •••••••:P::
,lizadver
• • %.' •
-.••••,-•-.4.•*,,i,-.-4;;'‘. • • '
Z., +.4% •:F •
Page 6

MURPHY FARMS, INC.
P.O. Box 759
Rose Hill, NC 28458
Phone: [phone]
Calculations By:
John Lenfestey
Date: 10/20/93
Farm Operator: -F y u f ep, N.- 3 46) 1---
County: Duplin
Distance to nearest residence (other than owner):
INPUT DATA:
Sows (farrow to finish) =
Sows (farrow to feeder) _
Head (finishing only) _
Sows (farrow to wean)_
Head (wean to feeder)_
0
0
A,aaa., 0
0
Seasonal high water table elevation =
Storage Volume for sludge accumulation =
Treatment volume (Min. = 1 CF/Lb) =
Inside top length of dike =
Inside top width of dike =
Top of Dike Elevation =
Bottom of lagoon elevation =
Freeboard depth of dike =
Side slopes on dike =
25 Year — 24 Hour Rainfall =
Rainfall in excess of evaporation =
Minimum Permanent Storage Depth =
CALCULATED DATA:
Minimum treatment volume — livestock =
Vol. of Waste Produced = 73,440 CF
Vol. of Wash Water = 0 CF
Rainfall —Excess Evapor. = 40,965 CF
Rainfall / 25 Yr Storm = 43,891 CF
Minimum temporary storage volume =
Total minimum required treatment volume =
Total design volume available =
Total temporary volume avaliable =
Total Volume at start pumping elevation ---
Design Volume less 25 Yr — 24 Hr Rainfall =
Minimum Volume for permanent storage =
Permanent storage volume is
1000.0 Feet
62.0 Feet
0.0 Cu. Ft. (As Per Owner's Reques
1.0 CF/Lb
265.00 Feet
265.00 Feet
67.50 Feet
57.95 Feet
1.0 Feet
3.0 : 1
7.50 Inches
7.00 Inches
6.00 Feet
300,000 Cubic Feet
158,295
458,295
467,442
161,151
421,242
423,551
306,291
greater than
Cubic Feet
Cubic Feet
Cubic Feet
Cubic Feet
CF @ 65.80 Feet
Cubic Feet
CF @ 63.95 Feet
Mirnimum treatment
volume for livestock

Total design liquid level depth =
MURPHY FARMS, INC. w en9 y
Farrel Operator: 9/1-
Date: 10/20/93
VOLUME CALCULATIONS:
1. STEADY STATE LIVE WEIGHT
O sows (farrow to finish) X
O sows (farrow to feeder) X
PiaA0 head (finishing only) X
O sows (farrow to wean) X
4-9998- head (wean to feeder) X
1417 Lbs. =
522 Lbs. =
135 Lbs. =
433 Lbs. =
30 Lbs. =
TOTAL STEADY STATE LIVE WEIGHT (SSLW) _
0 Lbs.
O Lbs.
309°°O 0 Lbs.
O Lbs.
8967660 Lbs.
300,000 Lbs.
Page 2
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Minimum volume = Lbs. SSLW x Treatment Volume (CF/Lb. SSLW)
Minimum volume = 300,000 Cubic Feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Minimum volume =
4. TOTAL DESIGN VOLUME
Inside top length of dike =
Inside top width of dike =
Top of Dike Elevation = - ..
Bottom of lagoon elevation =
Freeboard depth of dike ---
Side slopes on dike =
0.0 Cu. Ft. (As Per Owner's Reque
265.00 Feet
265.00 Feet
67.50 Feet
57.95 Feet
1.0 Feet
3.0 : 1
Total design lagoon liquid level elevation = 66.50 Feet
8.55 Feet
Determine total design volume using prismoidal formula:
SS / End1 = 3.0 Feet
SS/End2 = .: ;.:•.:.<3.0, Feet
inside Dike Length @ Design Liquid Level =
inside Dike Width @ Design Liquid Level =
SS / Side1 =
SS/Side 2=
259.00 Feet
259.00 Feet
3.0 Feet
3.0 Feet

MURPHY FARMS, INC. 11J e Y1 Q i
Farm Operator:
Date: 10/20/93
VOLUME CALCULATIONS (continued):
•
Area of Top = Inside dike length(top) * Inside dike width(top)
`Area of Top = 259.00 * 259.00
Area of Top = 67,081 Square Feet
Area of Bottom =
Area of Bottom =
Area of Bottom =
Inside dike length(bottom) * Inside dike width(bottom)
207.70 * 207.70
43,139 Square Feet
Area of Midsection. = inside dike length(mid) * Inside dike width(mid)
Area of Midsection = 233.35 * 233.35
Area of Midsection = 54,452 Square Feet
Total design volume =
Total design volume =
Total design volume =
Page 3
[Area of Top + (4 * Area .of Midsection) + Area of Bottom] * (Depth/6)
328,029 * 1.43
467,442 Cubic Feet
4A. TOTAL DESIGN VOLUME AT START PUMPING ELEVATION OF 65.80 Feet
Area of Top
Area of Bottom =
Area of Midsection =
64,923 Square Feet
43,139 Square Feet
53,477 Square Feet
Volume @Start Pump = [Area of Top + (4 * Area of Midsection) + Area of Bottom] * (Depth/6)
Volume @Start Pump = 321,969 * 1.31
Volume @Start Pump = 421,242 Cubic Feet
4B. TOTAL DESIGN VOLUME AT END PUMPING ELEVATION OF 63.95 Feet
Area of Top = 59,390 Square Feet
Area of Bottom = .43,139 Square Feet
Area of Midsection -=tzm ='54,94o Square feet"
Volume @ End Pump = [Area of Top + (4 *Area of Midsection) + Area of Bottom] * (Depth/6)
volume @ End Pump = 306,291 * 1.00
lolume @ End Pump = 306,291 Cubic Feet

MURPHY FARMS, INC.
Farm Operator:
Date:
u�enc9
FFa s;-i
10/20/93
VOLUME CALCULATIONS (continued):
4C. TOTAL DESIGN VOLUME AT PERMANENT STORAGE ELEVATION
Minimum Permanent Storage Depth =
Area of Top =
Area of Bottom =
Area of Midsection =
Permanent Volume =
Permanent Volume =
Permanent Volume =
59,390 Square Feet
43,139 Square Feet
50,940 Square Feet
6.00 Feet
Page 4
[Area of Top + (4 * Area of Midsection) + Area of Bottom] * (Depth/6)
306,291 * 1,00
306,291 Cubic Feet
5. TEMPORARY STORAGE VOLUME CALCULATIONS
Design Drainage Area = Area of Lagoon (Top of Dike) + Area of Buildings
Design temporary storage period = 180.0 Days
Area of Lagoon =
Area of Lagoon =
Area of Lagoon =
Area of Buildings (roof &
Area of Buildings
Area of Buildings
Design Drainage Area =
Design Drainage Area =
Design Drainage Area =
Length at top of dike * Width at top of dike
265.00 * 265.00
70,225 Square Feet
lot water) = Length of Buildings * Width of Buildings
0.0 * 0.0
0.0 Square Feet
Area of Lagoon (Top of Dike) + Area of Buildings
70,225 + 0
70,225 Square Feet
5A. VOLUME OF WASTE PRODUCED
Approximate daily production of manure in CF/LB SSLW
Volume of Waste = _
Volume of Waste
` 'olume of Waste
0.00136 CF/Lb SSLW
Lbs. SSLW *CF of Waste/Lb./Day * 180 Days
300,000 * 0.00136 * 180
73,440 Cubic Feet

MURPHY FARMS, INC.
Farm Operator:
Date:
10/20/93
TEMPORARY STORAGE VOLUME CALCULATIONS (continued)
} 5B. Volume of Wash Water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Vol. of Wash Water =
Vol. of Wash Water =
Vol. of Wash Water =
Page 5
Gallons per Day * Temporary Storage Period / 7.48 Gals./ Cubic Foot
0 * 180
0 Cubic Feet
5C. Volume of Rainfall in Excess of Evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall =
Vol. of Excess Rainfall =
Vol. of Excess Rainfall =
Vol. of Excess Rainfall =
7.0 Inches
Design Area * Rainfall Amount
70,225 * 7.0
40,965 Cubic Feet
5D. Volume of 25 Year — 24 Hour Storm
Vol. of Storm Rainfall =
Vol. of Storm Rainfall =
Vol. of Storm Rainfall =
Design Area * Rainfall Amount
70,225 * 7.5
43,891 Cubic Feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. Volume of Waste Produced =
5B. Volume of Wash Water =
5C. Vol. of Rainfall in Excess of Evapor. =
5D. Vol. of Rainfall / 25 Yr — 24 Hr Storm =
TOTAL TEMPORARY VOLUME _
73,440 Cubic Feet
0 Cubic Feet
40,965 Cubic Feet
43,891* Cubic Feet
158,295 Cubic Feet

MURPHY FARMS, INC. we nQy L
Farm Operator: .-
Date: 10/20/93
6. SUMMARY
Minimum treatment volume — livestock
Minimum temporary storage volume =
Total minimum required treatment volume
Total design volume available =
Total temporary volume available =
Design start pumping elevation =
Total Volume at start pumping elevation =
Design Volume less 25 Yr — 24 Hr Rainfall =
Design end pumping elevation =
Total Volume at end pumping elevation =
Design min. permanent storage elevation =
Total Volume at min. storage elevation =
Vol. of Permanent + Temporary Storage =
NOTE: Bottom of Temporary Storage =
the water table elevation of
7. DESIGNED BY: John Lenfestey
DATE: . 10/20/93
APPROVED BY:
DATE:
300,000 Cubic Feet
158,295 Cubic Feet
458,295 Cubic Feet
467,442 Cubic Feet
161,151 Cubic Feet
65.80 Feet
421,242 Cubic Feet
423,551 Cubic Feet
63.95 Feet
306,291 Cubic Feet
63.95 Feet
306,291 Cubic Feet
464,586 Cubic Feet
63.95 Feet is above
62.00 'Feet
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS: t s7 LW
Page 6

MURPHY FARMS, INC.
P.O. Box 759
Rose Hill, NC 28458
Phone: [phone]
Calculations By: _ _.,John Lenfestey
Date:
Farm Operator:
County:
Duplin
Distance to nearest residence (other than owner):
INPUT DATA:
Sows (farrow to finish) =
Sows (farrow to feeder) =
Head (finishing only) =
Sows (farrow to wean) =
Head (wean to feeder) =
Seasonal high water table elevation =
Storage Volume for sludge accumulation =
Treatment volume (Min. = 1 CF/Lb) =
Inside top length of dike =
Inside top width of dike =
Top of Dike Elevation =
3ottom of lagoon elevation =
Freeboard depth of dike =
Side slopes on dike =
25 Year — 24 Hour Rainfall =
Rainfall in excess of evaporation =
Minimum Permanent Storage Depth =
CALCULATED DATA:
Minimum treatment volume — livestock =
Vol of Waste Produced = 73,440 CF
Vol. of Wash Water = 0 CF
Rainfall —Excess Evapor. = 51,307 CF
Rainfall / 25 Yr Storm = 54,971 CF
Minimum temporary storage volume =
Total minimum required treatment volume =
Total design volume available
Total temporary volume available =
Total Volume at start pumping elevation,=
Design Volume less 25 Yr — 24 Hr Rainfall =
•
.linimum Volume for permanent storage =
Permanent storage volume is
1000.0 Feet
68.0 Feet
0.0 Cu. Ft. (As Per Owner's Reque
1.0 CF/Lb
411.00 Feet
214.00 Feet
78.57. Feet
69.20 -Feet -
1.0 Feet
3.0 :1
7.50 Inches
7.00 Inches
6.00 Feet
300,000 Cubic Feet
179,718 Cubic Feet
479,718 Cubic Feet
583,291 Cubic Feet
189,479 Cubic Feet
525,220 CF @
528,319 Cubic Feet
393,812 CF @
greater than Mimimum treatment
volume for livestock
76.87 Feet
75.20 Feet

'SS/End1 = 3.0 Feet
SS I End2= 3.0 Feet
'iside Dike Length @ Design Liquid Level =
_.iside Dike Width @ Design Liquid Level =
MURPHY FARMS, INC.
Farm Operator:
wevtOy 3 Paget
-BMi'Fdrrns, Nursery Nu-2
10/19/93
VOLUME CALCULATIONS:
1. STEADY STATE LIVE WEIGHT
0 sows (farrow to finish) X
0 sows (farrow to feeder) X
ara 0 head (finishing only) X
0 sows (farrow to wean) X
1.89®C head (wean to feeder) X
1417 Lbs. =
522 Lbs. =
135 Lbs. =
433 Lbs. _
30 Lbs. =
TOTAL STEADY STATE LIVE WEIGHT (SSLW) =
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
0 Lbs.
0 Lbs.
100/0060 Lbs.
0 Lbs.
ae"ee-6431a.
300,000 Lbs.
Minimum volume = Lbs. SSLW x Treatment Volume (CF/Lb. SSLW)
Minimum volume = 300,000 Cubic Feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Minimum volume =
4. TOTAL DESIGN VOLUME
Inside top length of dike --
Inside top width of dike =
Top of Dike Elevation =
Bottom of lagoon elevation =
Freeboard depth of dike
Side slopes on dike =
Total design lagoon liquid level elevation
Total design liquid level depth =
0.0 Cu. Ft. (As Per Owner's Re
411.00
214.00
78.57
69.20
1.0
3.0
Feet
Feet
Feet
Feet
Feet
:1
77.57 Feet
8.37 Feet
Determine total design volume using prismoidal formula:
SS / Side1 =
SS / Side 2 =
405.00 Feet
208.00 Feet
3.0 Feet
3.0 Feet

: MURPHY FARMS, INC. W e. a ky 3
- Farm Operator:
- >_ 10/19/93
VOLUME CALCULATIONS (continued):•
-Area of Top =
• ;Ared of Top =
Area of Top =
Area of Bottom =
Area of Bottom =
Area of Bottom
Area of Midsection =
Area of Midsection =
Area of Midsection
Insidedike length(top) * Inside dike width(top)
405.00 * 208.00
84,240 Square Feet
Inside dike length(bottom) * Inside dike width (bottom)
354.78 * 157.78
55,977 Square Feet
Inside dike length(mid) * Inside dike width(mid)
379.89 * 182.89
69,478 Square Feet
Page 3
Total design volume = [Area of Top + (4 * Area of Midsection) + Area of Bottom] * (Depth/6)
Total design volume = 418,130 * 1.40
Total design volume = 583,291 Cubic Feet
4A. TOTAL DESIGN VOLUME AT START PUMPING ELEVATION OF 76.87 Feet
Area of Top =
Area of Bottom =
Area of Midsection =
81,683 Square Feet
55,977 Square Feet
68,301 Square Feet
Volume @Start Pump = [Area of Top + (4 * Area of Midsection) + Area of Bottom] * (Depth/6)
Volume @Start Pump = 410,863 * 1.28
Volume @Start Pump = 525,220 Cubic Feet
4B. TOTAL DESIGN VOLUME AT END PUMPING ELEVATION OF 75.20 Feet
Area of Top = 75,725 Square Feet
era Bottom = ,977 Squarp Feet
,._`.
Area -of Mid section "65 527 Square Feet
Volume � ...
@ End Pump = [Area of Top + (4 * Area of Midsection) + Area of Bottom] * (Depth/6)
/olume @ End Pump = 393,812 * 1.00
:Volume @ End Pump = 393,812 Cubic Feet

MURPHY FARMS, INC. tiv4.,y\ 2y -3
Farm Operator:
Date: 10/19/93
VOLUME CALCULATIONS (continued):
4C. TOTAL DESIGN VOLUME AT PERMANENT STORAGE ELEVATION
Minimum Permanent Storage Depth = 6.00 Feet
Area of Top =
Area of Bottom =
Area of Midsection =
Permanent Volume =
Permanent Volume =
Permanent Volume =
75,725 Square Feet
55,977 Square Feet
65,527 Square Feet
Page 4
[Area of Top + (4 * Area of Midsection) + Area of Bottom] * (Depth/6)
393,812 * 1.00
393,812 Cubic Feet
5. TEMPORARY STORAGE VOLUME CALCULATIONS
Design Drainage Area = Area of Lagoon (Top of Dike) + Area of Buildings
Design temporary storage period = 180.0 Days
Area of Lagoon =
Area of Lagoon =
Area of Lagoon =
Length at top of dike * Width at top of dike
411.00 * 214.00
87,954 Square Feet
Area of Buildings (roof & lot water) = Length of Buildings * Width of Buildings
Area of Buildings = 0.0 * 0.0
Area of Buildings = 0.0 Square Feet
Design Drainage Area =
Design Drainage Area =
Design Drainage Area =
Area of Lagoon (Top of Dike) + Area of Building s
87,954 + 0
87,954 Square Feet
5A. VOLUME OF WASTE PRODUCED
•
• m :?2•
Approximate daily production of manure in CF/LB SSLW
Volume of Waste =
Volume of Waste =
flume of Waste
•
Lbs. SSLW * CF of-Waste/Lb./Day *
300,000 •* -. . :. 0.00136 *
73,440 Cubic Feet
0.00136 CF/Lb SSLW
180 Days
180

MURPHY FARMS, INC. w e 14 y -3
Farm Operator: , V1----
Date: - -= 10/19/93
TEMPORARY STORAGE VOLUME CALCULATIONS (continued)
5B. Volume of Wash Water .•
..
-This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Vol. of Wash Water =
Vol. of Wash Water =
Vol. of Wash Water =
Page 5
Gallons per Day * Temporary Storage Period / 7.48 Gals./ Cubic Foot
0 * 180
0 Cubic Feet
5C. Volume of Rainfall in Excess of Evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 Inches
Vol. of Excess Rainfall =
Vol. .of Excess Rainfall =
Vol. of Excess Rainfall =
Design Area * Rainfall Amount
87,954 * 7.0
51,307 Cubic Feet
5D. Volume of 25 Year — 24 Hour Storm
Vol. of Storm Rainfall =
Vol. of Storm Rainfall =
Vol. of Storm Rainfall =
Design Area * Rainfall Amount
87,954 * 7.5
54,971 Cubic Feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. Volume of Waste Produced =
5B. Volume of Wash Water =
5C. Vol. of Rainfall in Excess of Evapor. =
5D. Vol. of Rainfall / 25 Yr — 24 Hr Storm =
TOTAL TEMPORARY VOLUME =
73,440 Cubic Feet
0 Cubic Feet
51,307 Cubic Feet
54,971 Cubic Feet
179,718 Cubic Feet

MURPHY FARMS, INC. tAieruey 3
Farm Operator: BM-farrmefy No. 2
Date: 10/19/93
6. SUMMARY
Minimum treatment volume - livestock =
Minimum temporary storage volume =
Total minimum required treatment volume =
Total design volume available =
Total temporary volume available =
Design start pumping elevation =
Total Volume at start pumping elevation =
Design Volume Tess 25 Yr - 24 Hr Rainfall =
Design end pumping elevation =
Total Volume at end pumping elevation =
Design min. permanent storage elevation =
Total Volume at min. storage elevation =
Vol. of Permanent + Temporary Storage =
NOTE: Bottom of Temporary Storage =
the water table elevation of
7. DESIGNED BY: John Lenfestey
DATE: 10/19/93
APPROVED BY:
DATE:
300,000 Cubic Feet
179,718 Cubic Feet
479,718 Cubic Feet
583,291 Cubic Feet
189,479 Cubic Feet
76.87 Feet
525,220 Cubic Feet
528,319 Cubic Feet
75.20 Feet
393,812 Cubic Feet
75.20 Feet
393,812 Cubic Feet
.573,529 Cubic Feet
75.20. Feet is above
68.00 Feet
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:I./ .� GC/7!-/ ¢izal e
raigs
Page 6

Nutrient Management Plan For Animal Waste Utilization
07-11-2011
This plan has been prepared for:
Section 3 Wendy 3-8 COC# AWS310014
PO Box 1139
Wallace, NC 28466
910-285-1005
This plan has been developed by:
AJLINTON
MURPHY FAMILY VENTURES
POBOX 1139
WALLACE, NC 28466
910-285-1005
Deve10 er Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance procedures
established in this nutrient management plan whichincludes an animal waste utilization plan for
the farm named above. I have read and understand the Required Specifications concerning animal
waste management that are included with this plan.
74////
Date
7//
ignature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of Agriculture -
Natural Resources Conservation Service or the standard of practices adopted by the Soil and Water
Conservation Commission.
Plan Approved By:
Tecbnic Specialist Signature
77,4(
Date
492524 Database Version 3.1 Date Printed: 07-11-2011 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the following
source(s):
Commercial Fertilizer is not included in this plan.
S7
Broadcast
Incorporated
Injected
Irrigated
Year 1
Year 2
Swine Feeder -Finish Lagoon Liquid waste generated 23,032,240 gals/year by a 24,846
animal Swine Finishing Lagoon Liquid operation. This production facility has waste
storage capacities of approximately 180 clays.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Max. Avail.1
Actual PAN
PAN (lbs) * Applied (lbs)
57,661 60774
53048
91105
100330
57661
PAN Surplus/
Deficit (lbs)
-3,113
57,661 59088 r -1,427
Note: In source ID, S means standard source, U means user defined source.
Actual Volume
Applied (Gallons)
24,275,557
23,602,307
Volume Surplus/
Deficit (Gallons)
-1,243,317
-570,067
* Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
492524 Database Version 3.1 Date Printed: 07-11-2011 Source Page Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic Yield estimates
are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown, where available.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
63
63
63
63
63
63
63
63
63
63
A 1-12
Reel 1
REEL10
15.70
3.80
4.50
REEL 11 4.90
REEL 12
REEL 2
15.70 N/A Blanton
3.80
4.50
4.90
N/A
N/A
Blanton
Blanton
N/A Blanton
2.9. 2.90 N/A
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
4.5 Tons
Small Grain Overseed
Hybrid Bermudagrass Hay
1.0 Tons
4.5 Tons
Small Grain Overseed
Hybrid Bermudagrass Hay
Small Grain Overseed
1.0 Tons
4.5 Tons
1.0 Tons
Blanton
2.40 2.40 N/A 'Blanton
REEL 3 4.. + 4.60
REEL 4
REEL 5
REEL 6
5.20
5.20
5.20
5.20
4.80' 4.80
N/A
N/A
N/A
N/A
Blanton
Blanton
Blanton
Blanton
Hybrid Bennudagrass Hay
4.5 Tons
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
HSmall Grain Overseed
Hybrid Bermudagrass Hay
Small Grain Overseed
4.5 Tons
1.0 Tons
4.5 Tons
1.0 Tons
Hybrid Bermudagrass Hay
4.5 Tons
Small Grain Overseed
Hybrid Bermudagrass Hay
Small Grain Overseed
Hybrid Bermudagrass Hay
Small Grain Overseed
Hybrid Bermudagrass Hay
1.0 Tons
4.5 Tons
1.0 Tons
4.5 Tons
1.0 Tons
4.5 Tons
63
63
63
63
65
65
REEL 7
REEL 8A
REEL 8B
REEL 9
A 16-18
REEL 16
4.10
2.60
4.10
4.00
2.57
4.1
2.60
t
N/A Blanton
N/A
4.10 N/A
4.00 N/A
2.57 N/A
1.60{ 1.60 N/A
492524 Database Version 3.1
Blanton
Blanton
Blanton
Blanton
Blanton
Date Printed 7/11/2011
Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay
4.5 Tons
Small Grain Overseed
Hybrid Bermudagrass Hay
Small Grain Overseed
Hybrid Bermudagrass Hay
Small Grain Overseed
Hybrid Bermudagrass Hay
Small Grain Overseed
Hybrid Bermudagrass Hay
Small Grain Overseed
1.0 Tons
4.5 Tons
1.0 Tons
4.5Tons
1.0 Tons
4.5 Tons
1.0 Tons
4.5 Tons
1.0 Tons
NOTE: Symbol * means user entered data.
PCS Page Page 1 of 5

Er
Planned Crops Summary
Tract
65
65
66
66
66
66
Field
REEL 17
REEL 18
A 13-15
REEL 13
REEL 14
REEL 15
67 1 A 19-23
67
67
67
67
67
68
68
68
REEL 19
REEL 20
REEL 21
REEL 22
REEL 23
A 24-25
REEL 24
REEL25
69 A 27a-28b
Total
Acres
3.50
3.40
Useable
Acres
3.50
3.40
6.05+ 6.05
3.50
5.20
6.10
3.50
5.20
6.10
2.21 2.21
3.50 3.50
2.80 2.80
4.20 4.20
3.80 3.80
3.40 3.40
3.41 3.41
5.60 5.60
2.10
2.05
2.10
2.05
492524 Database Version 3.1
Leaching
Index (LI)
N/A
N/A
Blanton
Blanton
N/A Blanton
N/A
N/A
N/A
Blanton
Blanton
Blanton
N/A Autryville
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Autryville
Autryville
Autryville
Autryville
Autryville
Autryville
Autryville
Autryville
Autryville
Soil Series
Date Printed 7/11/2011
Crop Sequence
Hybrid Bermudagrass Hay
Small Grain Overseed
Hybrid Bermudagrass Hay
Small Grain Overseed
Hybrid Bennudagrass Hay
Small Grain Overseed
Hybrid Bermudagrass Hay
Small Grain Overseed
Hybrid Bermudagrass Hay
Small Grain Overseed
Hybrid Bermudagrass Hay
Small Grain Overseed
Hybrid Bermudagrass Hay
Small Grain Overseed
RYE
4.5 Tons
1.0 Tons
4.5 Tons
I.0 Tons
4.5 Tons
1 1.0 Tons
4.5 Tons
1.0 Tons
4.5 Tons
1.0 Tons
4.5 Tons
1.0 Tons
4.5 Tons
1,0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
Small Grain Overseed
Hybrid Bemiudagrass Hay
Small Grain Overseed
Hybrid Bermudagrass Hay
Small Grain Overseed
1.0 Tons
5.5 Tons
1.0 Tons
5.5 Tons
1.0 Tons
Hybrid Bermudagrass Hay
Small Grain Overseed
5.5 Tons
I.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
Wheat, Grain
Soybeans, Manured, Double Crop
Corn, Grain
Wheat, Grain
Soybeans, Manured, Double Crop
Corn, Grain
Wheat, Grain
Soybeans, Manured, Double Crop
45 bu.
25 bu.
85 bu.
45 bu.
25 bu.
85 bu.
45 bu.
25 bu.
Corn, Grain 85 bu.
Wheat, Grain 45 bu.
NOTE: Symbol * means user entered data.
PCS Page Page 2 of 5

Planned Crops Summary
Tract
69
69
69
69
70
70
70
70
70
70
71
71
Total
Field Acres
REEL27A
REEL 27B
REEL 28A
REEL 28B
1.90
5.40
1.70
2.80
A31-35 3.76
REEL 31
REEL32
3.30
3.70
REEL 33 5.70
REEL 34
REEL 35
A 29a-30
REEL29A
2.10
4.40
4
0.90
4.50
Useable
Acres
1.90
5.40
1.70
2.80
3.76
3.30
3.70
5.70
2.10
4.40
0.90
4.50
492524 Database Version 3.1
Leaching
Index (LI)
N/A
N/A
N/A
Autryville
Autryville
Autryville
N/A Autryville
Soil Series
N/A Woodington
N/A
N/A
N/A
N/A
Foreston
Foreston
Woodington
Leon
N/A Leon
N/A
Foreston
N/A Woodington
Date Printed 7/11/2011
Crop Sequence
Soybeans, Manured, Double Crop
Corn, Grain
Wheat, Grain
Soybeans, Manured, Double Crop
Corn, Grain
Wheat, Grain
Soybeans, Manured, Double Crop
Corn, Grain
Wheat, Grain
Soybeans, Manured, Double Crop
Corn, Grain
RYE
25 bu.
85bu.
45 bu.
25 bu.
85 bu.
45 bu.
25 bu.
85bu.
45 bu.
25 bu.
85bu.
Wheat, Grain
45 bu.
Soybeans, Manured, Double Crop
Com, Grain
Wheat, Grain
Soybeans, Manured, Double Crop
Corn, Grain
Wheat, Grain
Soybeans, Manured, Double Crop
Corn, Grain
Wheat, Grain
Soybeans, Manured, Double Crop
Corn, Grain
Wheat, Grain
Soybeans, Manured, Double Crop
Corn, Grain
Wheat, Grain
Soybeans, Manured, Double Crop
Com, Grain
Wheat, Grain
Soybeans, Manured, Double Crop
Com, Grain
Wheat, Grain
Soybeans, Manured, Double Crop
Corn, Grain
Wheat, Grain
25 bu.
85bu.
50 bu.
29 bu.
110 bu.
55 bu.
34 bu.
120 bu.
55 bu.
34 bu.
120 bu.
50 bu.
29 bu.
110 bu.
35 bu.
22 bu.
70 bu.
35 bu.
22 bu.
70 bu.
55 bu.
34 bu.
120 bu.
50 bu.
NOTE: Symbol *means user entered data.
PCS Page Page 3 of 5

Planned Crops Summary
Tract
71
71
72
72
Total Useable
Field Acres ACres
REEL 29B
REEL30
A 26
REEL 26
1.70
5.50
1.08
1.70
Leaching
Index (LI)
N/A
5.50 N/A
1.08
N/A
Foreston
Foreston
Autryville
3.10 3.10 N/A Autryville
Soil Series
Crop Sequence
Soybeans, Manured, Double Crop
Corn, Grain
Wheat, Grain
Soybeans, Manured, Double Crop
Corn, Grain
Wheat, Grain
Soybeans, Manured, Double Crop
Corn, Grain
Wheat, Grain
Soybeans, Manured, Double Crop
Com, Grain
RYE
29 bu.
110 bu.
55 bu.
34 bu.
120 bu.
55 bu.
34 bu.
120 bu.
45 bu.
25 bu.
85 bu.
Wheat, Grain
Soybeans, Manured, Double Crop
Corn, Grain
73
A 39
2.35
2.35
N/A
Autryville
73
REEL39
2.40
2.40 N/A
Autryville
Wheat, Grain
Soybeans, Manured, Double Crop
Com, Grain
Wheat, Grain
45 bu.
25 bu.
85 bu.
45 bu.
25 bu.
85 bu.
45 bu.
Soybeans, Manured, Double Crop
Corn, Grain
25 bu
74
74
74
74
A 40-46
REEL 40
REEL 41A
REEL 41B
14.33
14.33
3.00 3.00
2.10
2.10
2.30 2.30
74
74
74
REEL 42A
REEL 42B
REEL 43
74 1- REEL 44
4.50 4.50
1.90
4.70
3.30
1.90
4.70
N/A
N/A
N/A
N/A
N/A
Autryville
utryvrlle
Autryville
Autryville
Autryville
N/A Autryville
N/A
Autryville
3.30 N/A Autryville
Small Grain Overseed
85 bu.
1.0 Tons
•
Hybrid Bermudagrass Hay
Small Grain Overseed
Hybrid Bermudagrass Hay
5.5 Tons
1.0 Tons
5.5 Tons
Small Grain Overseed
Hybrid Bermudagrass Hay
1.0 Tons
5.5 Tons
Small Grain Overseed
Hybrid Bermudagrass Hay
Small Grain Overseed
Hybrid Bermudagrass Hay
Small Grain Overseed
1.0 Tons
5.5 Tons
1.0 Tons
5.5 Tons
1.0 Tons
Hybrid Bermudagrass Hay
Small Grain Overseed
w Hybrid Bermudagrass Hay
Small Grain Overseed
5.5 Tons
1.0 Tons
5.5 Tons
492524 Database Version 3.1
Date Printed 7/11/2011
1.0 Tons
NOTE: Symbol * means user entered data.
PCS Page Page 4 of 5

Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
74
74
75
75
76
REEL 45
REEL 46
A 38
REEL 38
A 36-37B
2.10
1.30
0.58
4.90
11.42
116.
2.10
1.30
0.58
4.90
11.42
N/A
N/A
N/A
N/A
N/A
76
76
76
REEL 36
REEL 37A
REEL37B
2.60
2.60
2.60
2.60
2.60
2.60
•
PLAN TOTALS: 254.31 254.31
N/A
N/A
N/A
Autryville
Autryville
Autryville
Autryville
Leon
Leon
Leon
Leon
Hybrid Bermudagrass Hay
Small Grain Overseed
Hybrid Bermudagrass Hay
Small Grain Overseed
Hybrid Bermudagrass Hay
Small Grain Overseed
Hybrid Bermudagrass Hay
Small Grain Overseed
Hybrid Bermudagrass Hay
Wheat, Grain
Soybeans, Manured, Double Crop
RYE
5.5 Tons
1.0 Tons
5.5 Tons
1.0 Tons
5.5 Tons
1.0 Tons
5.5 Tons
1.0 Tons
5.5 Tons
35 bu.
22 bu.
Com, Grain 70 bu j
Wheat, Grain 35 bu.
Soybeans, Manured, Double Crop 22 bu.
1
Com, Grain 70 bu.1
Wheat, Grain
35 bu.
Soybeans, Manured, Double Crop 1 22 bu.
Corn, Grain 1 70 bu.
Wheat, Gram 35 bu.
Soybeans, Manured, Double Crop 1 22 bu.
Corn, Grain I 70 bu.,
Potential Leaching
2 Low potential to contribute to soluble
nutrient leaching below the root zone.
None
2 & Moderate potential to contribute to soluble
>=
.= 10 nutrient leaching below the root zone.
High potential to contribute to soluble
nutrient leaching below the root zone.
> 10
Technical Guidance
Nutrient Management (590) should be planned.
Nutrient Management (590) should be planned. Other conservation practices that improve the soils
available water holding capacity and improve nutrient use efficiency should be considered.
Examples are Cover Crops (340) to scavenge nutrients, Sod Based Rotations (328), Long -Term
No -Till (778), and edge -of -field practices such as Filter Strips (393) and Riparian Forest Buffers
(391).
492524 Database Version 3.1 Date Printed 7/11/2011
NOTE: Symbol *means user entered data.
PCS Page Page 5 of 5

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of cropland needed to use
the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements, and proper timing of applications to
maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or other by-products,
commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in order to supply the indicated quantity
of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is included in the table to ensure that the plan adequately provides
for the utilization of the manure generated by the operation.
Waste Utilization Table
Nwm.1•MM•
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(ibs/A)
Comm.
Fart.
Nutrient
Applied
(1bs/A)
Res.
(ibs/A)
Manure
PA
NutrientA,pplied
pplied
(ibs/A)
Liquid
ManureA
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
Applic.
Method
N
1000
gal/A
Tons
1000 gals
tons
63
A 1-12
S7
Blanton
15.70
15.70
Small Grin Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
50
19.97
0.00
313.56
0.00
63
A 1-12
S7
Blanton
15.70
15.70
Hybrid Bennudagrass Hay
4.5 Tons
3/1-9/30
215
0
0
Irrig.
215
85.88
0.00
1,348.31
0.00
63
Reel 1
S7
Blanton
3.80
3.80
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
I9.97
0.00
75.89
0.00
63
Reel 1
S7
Blanton
3.80
3.80
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
215
0
0
Irrig.
215
85.88
0.00
326.34
0.00
63
REEL 10
S7
Blanton
4.50
4.50
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
50
19.97
0.00
89.87
0.00
63
REEL 10
S7
Blanton
4.50
4.50
Hybrid Benmudagrass Hay
4.5 Tons
3/1-9/30
215
0
0
brig.
215
85.88
0.00
386.46
0.00
63
REEL 11
S7
Blanton
4.90
4.90
Small Grain Overseed
I.0 Tons
10/1-3/31
50
0
0
brig.
50
19.97
0.00
97.86
0.00
63
REEL 11
S7
Blanton
4.90
4.90
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
215
0
0
brig.
215
85.88
0.00
420.81
0.00
63 ,REEL
12
S7
Blanton
2.90
2.90
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
50
19.97
0.00
57.92
0.00
63
REEL 12
S7
Blanton
2.90
2.90
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
215
0
0
brig.
215
85.88
0.00
249.05
0.00
63
REEL2
S7
Blanton
2.40
2.40
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
50
19.97
0.00
47.93
0.00
63
REEL 2
S7
Blanton
2.40
2.40
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
215
0
0
brig.
215
85.88
0.00
206.11
0.00
63
REEL 3
S7
Blanton
4.60
4.60
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
50
19.97
0.00
91.87
0.00
63
REEL 3
S7
Blanton
4.60
4.60
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
215
•0
0
Irrig.
215
85.88
0.00
395.05
0.00
63
REEL 4
S7
Blanton
5.20
5.20
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
103.86
0.00
63
REEL 4
S7
Blanton
5.20
5.20
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
215
0
0
brig.
215
85.88
0.00
446.58
0.00�
492524 Database Version 3.1
Date Printed: 7/11/2011
WUT Page Page 1 of 14

Waste Utlli•1
REEL 7
�t Table
"OREEL 8 El
63 REEL 8
11111
63®
63
REEL 8B
A 16-18
REEL 16
REEL 17
REEL 18
Total
Soil Series Acres
Blanton
Blanton
Blanton
Blanton
Blanton
Blanton
Blanton
Blanton
Blanton
Blanton
Blanton
Blanton
Blanton
Blanton
Blanton
Blanton
Blanton
66 A 13-15 S7 Blanton 6.05
492524 Database Version 3.1
Small Grain Overseed
Hybrid Bermudagrass Hay
Small Grain Overseed
Hybrid Bermudagrass Hay
Small Grain Overseed
Hybrid Bennudagrass Hay
Small Grain Overseed
Hybrid Bermudagrass Hay
Small Grain Overseed
Hybrid Bennudagrass Hay
Small Grain Overseed
Hybrid Bennudagrass Hay
Small Grain Overseed
Hybrid Bermudagrass Hay
Small Grain Overseed
Hybrid Bermudagrass Hay
Small Grain Overseed
Hybrid Bermudagrass Hay
Small Grain Overseed
Hybrid Bermudagrass Hay
Small Grain Overseed
Hybrid Bennudagrass Hay
Date Printed: 7/11/2011
Year 1
1.0 Tons
4.5 Tons
1.0 Tons
4.5 Tons
1.0 Tons
4.5 Tons
I.0 Tons
4.5 Tons
1.0 Tons
4.5 Tons
1.0 Tons
4.5 Tons
1.0 Tons
4.5 Tons
1.0 Tons
4.5 Tons
1.0 Tons
4.5 Tons
1.0 Tons
4.5 Tons
1.0 Tons
Nitrogen
PA
Nutrient
Reqd
(lbs/A)
Applic.
Period
10/1-3/31
3/1-9/30
10/1-3/31
3/1-9/30
10/1-3/31
3/1-9/30
10/1-3/31
3/1-9/30
10/1-3/31
3/1-9/30
10/1-3/31
3/1-9/30
10/1-3/31
3/1-9/30
10/1-3/31
3/1-9/30
10/1-3/31
3/1-9/30
10/1-3/31
3/1-9/30
10/1-3/31 50
4.5 Tons 3/1-9/30 215
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
Nutrien
pplied
(lbs/A)
Liquid
ManureA
pplied
(acre)
1000
gal/A Tons
Solid
Manure
Applied
(acre)
0.00
0.0
0.00
0.00
0.00
0.00
0.00
Liquid
Manure
Applied
(Field)
1000 gals
103.86
446.58
412.22
352.11
223.29
352.11
220.71
137.41
291.99
120.83
519.57
Solid
Manure
Applied
(Field)
WUT Page Page 2 of 14

Waste Utilil .t Table
Year
Tract
66
66
66
66
66
66
67
67
67
67
67
67
67
67
67
68
68
68
Field
REEL 13
REEL 13
REEL 14
REEL 15
A 19-23
A 19-23
REEL 19
REEL 19
REEL 20
REEL20
REEL 21
REEL 22
A 24-25
A 24-25
REEL24
Source
ID
S7
S7
S7
S7
S7
S7
S7
S7
S7
68 REEL 24 S7
Soil Series
Blanton
Blanton
Blanton
Blanton
Autryville
Autryville
Autryville
Auttyville
Autryville
Autryville
Autryville
Autryville
Autryville
Autryville
Autryville
Autryville
Auttyville
Autryville
Total
Acres
3.50
3.50
5.20
5.20
6.10
6.10
2.21
2.21
3.50
2.80
4.20
4.20
3.80
3.80
3.40
3.40
3.41
3.41
5.60
5.60
492524 Database Version 3.1
Use.
Acres
3.50
3.50
5.20
5.20
6.10
6.10
2.21
2.21
3.50
3.50
2.80
2.80
4.20
4.20
3.80
3.80
3.40
3.40
3.41
3.41
5.60
5.60
Crop
Small Grain Overseed
Hybrid Bermudagrass Hay
Small Grain Overseed
Hybrid Bennudagrass Hay
Small Grain Overseed
Hybrid Bermudagrass Hay -
Small Grain Overseed
Hybrid Bermudagrass Hay
Small Grain Overseed
r•'y
Small Grain Overseed
Hybrid Bermudagrass Hay
Small Grain Overseed
Hybrid Bennudagrass Hay
Small Grain Overseed
Hybrid Bermudagrass Hay
Small Grain Overseed
Hybrid Bennudagrass Hay
Wheat, Grain
Soybeans, Manured, Double Crop
Wheat, Grain
Soybeans, Manured, Double Crop
Date Printed: 7/11/2011
RYE
1.0 Tons
4.5 Tons
I.0 Tons
4.5 Tons
1.0 Tons
5.5 Tons
1.0 Tons
5.5 Tons
1.0 Tons
5.5 Tons
1.0 Tons
5.5 Tons
1.0 Tons
5.5 Tons
45 bu.
25 bu.
45 bu.
Applic.
Period
10/1-3/31
3/1-9/30
10/1-3/31
3/1-9/30
10/1-3/31
3/1-9/30
10/1-3/31
3/1-9/30
10/1-3/31
3/1-9/30
10/1-3/31
3/1-9/30
10/1-3/31
3/1-9/30
10/1-3/31
3/1-9/30
10/1-3/31
3/1-9/30
9/1-4/30
4/1-9/15
9/1-4/30
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
215
269
50
269
50
269
50
269
50
269
50
269
104
100
104
25 bu. 4/1-9/15 100
Comm.
Pert.
Nutrient
Applied
(lbs/A)
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Res.
(lbs/A)
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Applic.
Method
Irrig.
Irrig.
Irrig.
Irrig.
Irrig.
Irrig.
Irrig.
Irrig.
Irrig.
Irrig.
Irrig.
Irrig.
brig.
Irrig
Manure
PA
NutrientA
pplied
(lbs/A)
50
215
50
50
50
269
50
50
269
26
50
269
Liquid
ManureA
pplied
(acre)
1000
gal/A Tons
Solid
Manure
Applied
(acre)
19.97
19.9
85.88
19.97
19.97
107.45
I07.45
19.97
107.45
19.9
107.45
19.97
107.45
MEN
269
100
52
100
107.45
20.77
39.94
20.77
39.94
0.00
0.0
0.00
0.00
0.00
0.0
0.00
0.00
0.0
0.00
0.00
0.00
0.00
0.0
0.00
0.0
0.00
0.00
0.00
0.00
0.00
0.00
Liquid
Manure
Applied
(Field)
1000 gals
69.90
300.58
103.86
446.58
121.83
523.87
44.14
237.46
69.90
376.07
55.92
300.86
83.88
451.29
75.89
408.31
67.91
365.33
70.83
136.21
116.32
223.69
Solid
Manure
Applied
(Field)
tons
0.00
0.00
0.00
0.00
0.00
0.0 r
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
WUT Page Page 3 of 14

Waste Util12
Table
Year 1
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Manure
PA
NutrientA
pplied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
Applic.
Method
N
1000
gal/A
Tons
1000 gals
tons
68
REEL 25
S7
Autryville
2.10
2.10
Wheat, Grain
45 bu.
9/1-4/30
104
0
0
lnig.
52
20.77
0.00
i
83.88
0.00
0.00
68
REEL 25
S7
utryville
2.10
2.10
Soybeans, Manured, Double Crop
25 bu.
4/1-9/15
100
0
0
brig.
100
39.94
0.00
69
MEI
IS
Autryville
2.05
2.05
Wheat, Grain
4.5 bu.
9/1-4/30
104
0
0
Irrig.
52
20.77
0.0 r
42.58
0.00
69
A 27a-28
S7
Autryville
2.05
2.05
Soybeans, Manured, Double Crop
25 bu.
4/1-9/15
100
0
0
Irrig.
100
39.94
0.0
81.89
0.00
69
REEL 27
S7
Autryville
1.90
1.90
Wheat, Grain
45 bu.
9/1-4/30
104
0
0
brig.
52
20.77
0.0 t
39.47
0.00
69
REEL 27
S7
Autryville
1.90
1.90
Soybeans, Manured, Double Crop
25 bu.
4/1-9/15
100
0
0
brig.
100
39.94
0.00
75.89
0.00
69
REEL27
Autryville
5.40
5.40
Wheat, Grain
45 bu.
9/1-4/30
104
0
0
lrrig.
52
20.77
0.00
112.16
0.0t
69
Autryville
5.40
5.40
Soybeans, Manured, Double Crop
25 bu.
4/1-9/15
100
0
0
100
39.94
0.00
215.70
0.00
69
REEL28
S7
Autryville
1.70
1.70
Wheat, Grain
45 bu.
9/1-4/30
104
0
0
Irrig.
52
20.77
0.0*
35.3I
0.00
69
MINIM
Autryville
1.70
1.70
Soybeans, Manured, Double Crop
25 bu.
4/1-9/15
100
0
0
Irrig.
100
39.94
0.0t
67.91
0.00
69
REEL 28
S7
Autryville
2.80
2.80
Wheat, Grain
45 bu.
9/1-4/30
104
0
0
Irrig.
-
20.77
0.0 t
58.16
0.00
69
REEL 28
®Autryville
2.80
2.80
Soybeans, Manured, Double Crop
25 bu.
4/1-9/15
100
0
0
brig.
100
39.94
0.0 t
111.84
0.00
70
MIMI
Woodington
3.76
3.76
Wheat, Grain
50 bu.
9/1-4/30
96
0
0
brig.
48
19.17
0.00
72.09
0.00
70
A 31-35
S7
Woodington
3.76
3.76
'Soybeans, Manured, Double Crop
29 bu.
4/1-9/15
112
0
0
112
44.74
0.00
168.21
0.00
70
REEL31
S7
Foreston
3.30
3.30
Wheat, Grain
55 bu.
9/1-4/30
115
0
0
58
22.9
0.0t
75.79
0.00
70
REEL 31
S7
Foreston
3.30
3.30
Soybeans, Manured, Double Crop
34 bu.
4/1-9/15
133
0
0
133
53.13
0.00
175.32
0.00
70
REEL 32
Foreston
3.70
3.70
Wheat, Grain
55 bu.
9/1-4/30
115
0
0
Irrig.
22.97
0.00
84.98
0.00
70
REEL 32
Foreston
3.70
3.70
Soybeans, Manured, Double Crop
34 bu.
4/1-9/15
®
0
0
Irrig.
133
53.13
0.00
196.57
0.00
70
REEL33
S7
Woodington
5.70
5.70
Wheat, Grain
50 bu.
9/I-4/30
96
0
0
Irrig.
48
19.17
0.00
109.29
0.00
70
S7
Woodington
5.70
5.70
Soybeans, Manured, Double Crop
29 bu.
4/1-9/15
112
0
0
112
44.74
0.00
255.00
0.00
70
S7
Leon
2.10
2.10
Wheat, Grain
35 bu.
9/1-4/30
70
0
0
brig.
35
0.00
29.36
0.00
70
REEL 34
S7
Leon
2.10
2.10
Soybeans, Manured, Double Crop
22 bu.
4/1-9/15
86
0
0
lrrig.
86
34.35
0.00
72.14
0.00
492524 Database Version 3.1
Date Printed: 7/11/2011
WUT Page Page 4 of 14

Waste Utili,, ,n Table
Year 1
Tract
Field
Source
ID
Soil Series
Total Use.
Acres Acres
70 REEL 35 S7
70 kREEL35 S7
Leon
Leon
4.40 4.40 Wheat, Grain
4.40 4.40 Soybeans, Manured, Double Crop
71 A 29a-30 S7 IForeston 0.90 0.90 Wheat, Grain
71 A 29a-30 S7 Foreston 0.90 0.90 Soybeans, Manured, Double Crop
71 REEL 29 S7 Woodington 4.50 4.50 Wheat, Grain
71 REEL 29 S7 Woodington 4.50 4.50 Soybeans, Manured, Double Crop
71 iREEL29 S7 Foreston 1.70 1.70 Wheat, Grain
Nitrogen Comm. Res
PA Fat. (lbsfA)
Nutrient Nutrient
Req'd Applied
(]bs/A) abs/A)
Manure Liquid Solid Liquid
PA ManureA Manure Manure
NutrientA pplied Applied Applied
pplied (acre) (acre) (Field)
abs/A)
Solid
Manure
Applied
(Field)
Applic. 1000
Crop RYE N N N Method N gal/A Tons 1000 gals tons
E
35 bu. 9/1-4/30 70 0 0 brig. 35 13.98 0.00 61.51 0.00
22 bu. 4/1-9/15 86 0 0 lnig. 86 34.35 0.00 151.15 0.00
Applic.
Period
55 bu. 9/1-4/30 115 0 0 'rig, 58 22.97 0.00 20.67 0.00
34 bu. 4/1-9/15 133 0 0 Irrig. ]334 53.13 0.00 47.81 0.00
50 bu. 9/1-4/30 96 0 0 Irrig. 48 19.17 0.00 86.28 0.00
r 29 bu. 4/1-9/15 112 0 0 Irrig. 112 44.74 ' 0.00 201.32 0.00
r
71 REEL 29 S7 Foreston 1.70 1.70 Soybeans, Manured, Double Crop
71 REEL 30 S7 Foreston 5.50 5.50 Wheat, Grain
55 bu. 9/1-4/30 115 0 0 Irrig. 58 22.97 0.00 39.05 0.00
34 bu. 4/1-9/15 133 0 0 lrrig. 133 53.13 0.00 90.31 0.00
55 bu. 9/1-4/30 115 0 0 brig. 58 22.97 0.00 126.32 0.00
71 REEL 30 57 Foreston 5,50 5.50 Soybeans, Manured, Double Crop
34 bu, 4/1-9/15 133 0 0
Irrig. 133 53.13 0.00 292.19 0.00
72 A 26 57 Autryville 1.08 1.08 Wheat, Grain
72 A 26 57 Autryville 1.08 1.08 Soybeans, Manured, Double Crop
72 REEL26 S7 Autryville 3.10 3.10 Wheat, Grain
72 REEL 26 S7 Autryville 3.10 3.10 Soybeans, Manured, Double Crop
73 A 39 S7 Autryville 235 2.35 Wheat, Grain
73 A 39 57 Autryville 2.35 2.35 Soybeans, Manured, Double Crop
73 REEL 39 57 Autryville 2.40 2.40 Wneat, Grain
73 REEL 39 S7 Autryville 2.40 2.40 Soybeans, Manured, Double Crop
74 A 40-46 S7 Autryville 14.33 14.33 (Small Grain Overseed
74 A 40-46 S7 Autryville 14.33- 14.33 Hybrid Bennudagrass Hay
74 REEL 40 S7 Autryville 3.00 3.00 Small Grain Overseed
74 REEL 40 S7 Autryville 3.00 3.00 Hybrid Bermudagrass Hay
45 bu. 9/1-4/30 104 0 0 Irrig. 52 20.77 0.00 22.43 0.00
25 bu. 4/1-9/15 100 0 0 brig. 100 39.94 0.00 43.14 0.00
45 bu. 9/1-4/30 104 0 0 'rig. 52 20.77 0.00 64.39 0.00
25 bu. 4/1-9/15 100 0 0 lrrig. 100 39.94 0.00 123.83 0.00
45 bu. 9/1-4/30 104 0 0 lrrig. 52 20.77 0.00 48.81, 0.00
25 bu. 4/1-9/15 100 0 0 brig. 100L 39.94 0.00 93.87 0.00
45 bu. 9/1-4/30 104 0 0 Irrig. 52 20.77, 0.00 49.85 0.00
25 bu. 4/1-9/15 100 0 0 Irrig. 100, 39.94 0.00 95.87 0.00
1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 286.20 0.00
5.5 Tons 3/1-9/30 269 0 0 ling. 269 107.45 0.00 1,539.75 0.00
1.0 Tons 10/1-3/31 50 0 0 brig. 50 19.97 0.00 59.92 0.00
,
5.5 Tons 3/1-9/30 269 0 0 Inig. 269 107.45 0.00 322.35 0.00
492524 Database Version 3.1 Date Printed: 7/11/2011 WUT Page Page 5 of 14

Waste Utilia
r Table
Year 1
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Pert
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
NutrientA
pplied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
74
REEL 41
S7
AutryviIle
2.10
2.10
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
irrig.
50
19.97
0.00
41.94
0.00
74
REEL 41
S7
Autryville
2.10
2.10
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
Irrig.
269
107.45
0.00
225.64
0.00
74
REEL 41
S7
Autryville
2.30
2.30
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
50
19.97
0.00
45.94
0.00
74
REEL 41
S7
Autryville
2.30
2.30
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
Irrig.
269
107.45
0.00
247.13
0.00
74
REEL 42
S7
Autryville
4.50
4.50
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
'trig.
50
19.97
0.00
89.87
0.00
74
REEL42
S7
Autryville
4.50
4.50
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
brig.
269
107.45
0.00
483.52
0.00
74
REEL42
S7
Autryville
1.90
1.90
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
37.95
0.00
74
REEL 42
S7
Autryville
1.90
1.90
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
Irrig.
269
I07.45
0.00
204.15
0.00
74
REEL 43
S7
Autryville
4.70
4.70
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
50
19.97
0.00
93.87
0.00
74
REEL 43
S7
Autryville
4.70
4.70
Hybrid Bermudagrass Hay
1
5.5 Tons
i
3/1-9/30
269
0
0
brig.
269
107.45
0.00
505.01
0.00
74
REEL 44
S7
Autryville
3.30
3.30
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
65.91
0.00
74
REEL 44
S7
Autryville
3.30
3.30
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
brig.
269
107.45
0.00
'354.58
0.00
74
REEL 45
S7
Autryville
2.10
2.10
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
irrig.
50
19.97
0.00
41.94
0.00
74
REEL 45
S7
Autryville
2.10
2.10
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
Irrig.
269
107.45
0.00
225.64
0.00
74
REEL 46
S7
Autryville
1.30
1.30
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Inig.
50
19.97
0.00
25.96
0.00
74
REEL 46
S7
Autryville
1.30
1.30
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
brig.
269
107.45
0.00
139.69
0.00
75
A 38
S7
Autryville
0.58
0.58
Small Grain Overseed
1.0 Tons
10/1 3/31
50
0
0
Irrig.
50
19.97
0.00
11.58
0.00
75
A 38
S7
Autryville
0.58
0.58
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
Irrig.
269
107.45
0.00
62.32
0.00
75
REEL 38
S7
Autryville
4.90
4.90.
mall Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
50
19.97
0.00
97.86
0.00
75
REEL 38
S7
Autryville
4.90
4.90
Hybrid Benmudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
Irrig.
269
107.45
0.00
526.50
0.00
76
A 36-37B
S7
Leon
11.42
11.42
Wheat, Grain
35 bu.
9/1-4/30
70
0
0
brig.
35
13.98
0.00
159.66
0.00
76
A 36-37B
S7
Leon
11.42
11.42
Soybeans, Manured, Double Crop
22 bu.
4/1-9/15
86
0
0
Inig.
86) 34.35
0.00
392.30
0.00
Date Printed: 7/11/2011
492524 Database Version 3.1
WUT Page Page 6 of 14

Waste Utilb
n Table
Year 1
Tract
Field
Source
ID
Soil Series
Total
Acres
the_
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
NutrientA
pplied
(Ibs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
76
REEL 36
S7
Leon
2.60
2.60
Wheat, Grain
35 bu.
9/1-4/30
70
0
0
Irrig.
35
13.98
0.00
36.35
0.00
76
REEL 36
S7
Leon
2.60
2.60
Soybeans, Manured, Double Crop
22 bu.
4/1-9/15
86
0
0
brig.
86
34.35
0.00
89.32
0.00
76
REEL 37
S7
Leon
2.60
2.60
Wheat, Grain
35 bu.
9/14/30
70
0
0
Irrig.
35
13.98
0.00
36.35
0.00
76
REEL 37
S7
Leon
2.60
2.60
Soybeans, Manured, Double Crop
22 bu.
4/1-9/15
86
0
0
brig.
86
34.35
0.00
89.32
0.00
76
REEL 37
S7
Leon
2.60
2.60
Wheat, Grain
35 bu.
9/1-4/30
70
0
0
brig.
35
13.98
0.00
36.35
0.00
76
REEL 37
S7
Leon
2.60
2.60
Soybeans, Manured, Double Crop
22 bu.
4/1-9/15
86
0
0
brig.
86 34.35
0.00
89.32
0.00
Total Applied, 1000 gallons
24,275.56
Total Produced, 1000 gallons
23,032.24
Balance, 1000 gallons
-1,243.32
Total Applied, tons
0.00
Total Produced, tons
0.00
Balance, tons
0.00
Notes: I. In the tract column, - symbol means leased, otherwise, owned.
2. Symbol * means user entered data.
492524 Database Version 3.1 Date Printed: 7/11/2011 WUT Page Page 7 of 14

Waste Utili;:
a Table
Year 2
Tract
Field
Source
ID
Sol Series
Total
Acres
Use
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fart.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Manure
PA
NutrientA
pplied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
Applic.
Method
N
1000
gal/A
Tons
1000 gals
tons
63
A 1-12
S7
Blanton
15.70
15.70
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Brig.
50
19.97
0.00
313.56
0.00
63
A 1-12
S7
Blanton
15.70
15.70
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
215
0
0
brig.
215
85.88
0.00
1,348.31
0.00
63
Reel 1
S7
Blanton
3.80
3.80
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
75.89
0.00
63
Reel 1
S7
Blanton
3.80
3.80
Hybrid Bennudagrass Hay
4.5 Tons
3/1-9/30
215
0
0
brig.
215
85.88
0.00
326.34
0.00
63
REEL 10
S7
Blanton
4.50
4.50
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
50
19.97
0.00
89.87
0.00
63
REEL 10
S7
Blanton
4.50
4.50
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
215
0
0
brig.
215
85.88
0.00
386.46
0.00
63
REEL 11
S7
Blanton
4.90
4.90
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
97.86
0.00
63
REEL 11
S7
Blanton
4.90
4.90
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
215
0
0
Irrig.
215
85.88
0.00
420.81
0.00
63
REEL 12
S7
Blanton
2.90
2.90
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
50
19.97
0.00
57.92
0.00
63
REEL 12
S7
Blanton
2.90
2.90
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
215
0
0
brig.
215
85.88
0.00
249.05
0.00
63
REEL 2
S7
Blanton
2.40
2.40
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
50
19.97
0.00
47.93
0.00
63
REEL 2
S7
Blanton
2.40
2.40
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
215
0
0
brig.
215
85.88
0.00
206.11
0.00
63
REEL 3
S7
Blanton
4.60
4.60
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
50
19.97
0.00
91.87
0.00
63
REEL 3
S7
Blanton
4.60
4.60
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
215
0
0
brig.
215
85.88
0.00
395.05
0.00
63
REEL 4
S7
Blanton
5.20
5.20
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
50
19.97
0.00
103.86
0.00
63
REEL 4
S7
Blanton
5.20
5.20
Hybrid Bermudagrass Hay
4.5 Tons
3/I-9/30
215
0
0
brig.
215
85.88
0.00
446.58
0.00
1
63
REEL 5
S7
Blanton
5.20
5.20
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
103.86
0.00
63
REEL 5
S7
Blanton
5.20
5.20
Hybrid Bennudagrass Hay
4.5 Tons
3/1-9/30
215
0
0
brig.
215
85.88
0.00
446.58
0.00
63
REEL 6
S7
Blanton
4.80
4.80
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
50
19.97
0.00
95.87
0.00
63
REEL 6
S7
Blanton
4.80
4.80
Hybrid Bennudagrass Hay
4.5 Tons
3/1-9/30
215
0
0
brig.
215
85.88
0.00
412.22
0.00
63
REEL 7
S7
Blanton
4.10
4.10
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
50
19.97
0.00
81.89
0.00
63
REEL 7
S7
Blanton
4.10
4.10
Hybrid Bermudagrass Hay
4.5 Tons 3/1-9/30
215
0
0
brig.
2151 85.88
0.00
352.11
0.00
492524 Database Version 3.1
Date Printed: 7/11/2011
WUT Page Page 8 of 14

Year 2
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(Ibs/A)
Comm.
Fert.
Nutrient
Applied
(Ibs/A)
Res.
(lbs/A)
Applic,
Method
Manure
PA
NutrientA
pplied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A.
Tons
1000 gals
tons
63
REEL 8A
S7
Blanton
2.60
2.60
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
50
19.97
0.00
51.93
0.00
63
REEL SA
S7
Blanton
2.60
2.60
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
215
0
0
brig.
215
85.88
0.00
223.29
0.00
63
REEL 8B
S7
Blanton
4.10
4.10
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
50
19.97
0.00
81.89
0.00
63
REEL 8B
S7
Blanton
4.10
4.10
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
215
0
0
brig.
215
85.88
0.00
352.11
0.00
63
REEL 9
S7
Blanton
4.00
4.00
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
50
19.97
0.00
79.89
0.00
63
REEL 9
S7
Blanton
4.00
4.00
Hybrid Benmudagrass Hay
4.5 Tons
3/1-9/30
215
0
0
Irrig.
215
85.88
0.00
343.52
0.00
65
A 16-18
S7
Blanton
2.57
2.57
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
50
19.97
0.00
51.33
0.00
65
A 16-18
S7
Blanton
2.57
2.57
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
215
0
0
Irrig.
215
85.88
0.00
220.71
0.00
65
REEL 16
S7
Blanton
1.60
1.60
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
50
19.97
0.00
31.96
0.00
65
REEL 16
S7
Blanton
1.60
1.60
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
215
0
0
Brig.
215
85.88
0.00
137.41
0.00
65
REEL 17
S7
Blanton
3.50
3.50
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
69.90
0.00
65
REEL 17
S7
Blanton
3.50
3.50
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
215
0
0
Irrig.
215
85.88
0.00
300.58
0.00
65
REEL 18
S7
Blanton
3.40
3.40
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
67.91
0.00
65
REEL 18
S7
Blanton
3.40
3.40
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
215
0
0
brig.
215
85.88
0.00
291.99
0.00
66
A 13-15
S7
Blanton
6.05
6.05
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
120.83
0.00
66
A 13-15
S7
Blanton
6.05
6-05
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
215
0
0
brig.
215
85.88
0.00
519.57
0.00
66
REEL 13
S7
Blanton
3.50
3.50
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
_ 0.00
69.90
0.00
66
REEL 13
S7
Blanton
3.50
3.50
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
215
0
0
brig.
215
85.88
0.00
300.58
0.00
66
REEL 14
S7
Blanton
5.20
5.20
Small Grain Overseed
1.0 Tons
10/1-3/3I
50
0
0
Irrig.
50
19.97
0.00
103.86
0.00
66
REEL 14
S7
Blanton
5.20
5.20
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
215
0
0
Irrig.
215
85.88
0.00
446.58
0.00
66
REEL 15
S7
Blanton
6.10
6.10
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
50
19.97
0.00
121.83
D.00
66
REEL 15
S7
Blanton
6.10
6.10
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
215
0
0
brig.
215
85.88
0.00
523.87
0.00
492524 Database Version 3.1
Date Printed: 7/11/2011
WUT Page Page 9 of 14

Waste Utilk
t Table
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
MN.
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Pert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Manure
PA
NutrientA
pplied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
Applic.
Method
N
1000
gal/A
Tons
1000 gals
tons
67
A 19-23
S7
.Autryville
2,21
2.21
Small Grain Overseed
Mml•Iii
1.0 Tons
10/1-3/31
50
, 0
0
brig,
50
19.97
0.00
44.14
0.00
67
A 19-23
S7
.Autryville
2.21
2.21
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
Irrig.
269
107.45
0.00
237.46
0.00
67
REEL 19
S7
Autryville
3.50
3.50
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
50
19.97
0.00
69.90
0.00
67
REEL 19
S7
Autryville
3.50
3.50
Hybrid Bermudagrass Hay
55 Tons
3/1-9/30
269
0
0
'trig.
269
107.45
0.00
376.07
0.00
67
REEL 20
S7
Autryville
2.80
2.80
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig,
50
19.97
0.00
55.92
0.00
67
REEL 20
S7
Autryville
2.80
2.80
Hybrid Bennudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
brig.
269
107.45
0.00
300.86
0.00
67
REEL 21
S7
Autryville
4.20
4.20
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
50
19.97
0.00
83.88
0.00
67
REEL 21
S7
Autryville
4.20
4.20
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
Irrig.
269
107.45
0.00
451.29
0.00
67
REEL 22
S7
Autryville
3.80
3.80
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
75.89
0.00
67
REEL 22
S7
Autryville
3.80
3.80
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
brig.
269
107.45
0,00
408.31
0.00
67
REEL 23
S7
Autryville
3.40
3.40
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
67.91
0.00
67
REEL 23
S7
Autryville
3.40
3.40
Hybrid Betmudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
Trig.
269
107.45
0.00
365.33
0.00
68
A 24-25
S7
Autryville
3.41
3.41
What, Grain
45 bu.
9/1-4/30
104
0
0
Irrig.
52
20.77
0.00
70.83
0.00
68
A 24-25
S7
Autryville
3.41
3.41
Cora, Grain
85 bu.
2/15-6/30
104
0
20
brig.
84
33.55
0.00
114.42
0.00
68
REEL 24
S7
Autryville
5.60
5.60
Wheat, Grain
45 bu.
9/1-4/30
104
0
0
brig.
52
20.77
0.00
116.32
0.00
68
REEL 24
S7
Autryville
5.60
5.60
Com, Grain
85 bu.
2/15-6/30
104
0
20
'rig.
84
33.55
0.00
187.90
0.00
68
REEL 25
S7
Autryville
2.10
2.10
Wheat, Grain
45 bu.
9/1-4/30
104
0
0
'Trig,
52
20.77
0.00
43.62
0.00
68
REPL 25
S7
Autryville
2.10
2.10
Corn, Grain
85 bu.
2/15-6/30
104
0
20
brig.
84
33.55
0.00
70.46
0.00
69
A 27a-28
S7
Autryville
2.05
2.05
Wheat, Grain
45 bu.
9/1-4/30
104
0
0
brig.
52
20.77
0.00
42.58
0.0p
69
A 27a-28
S7
Autryville
2.05
2.05
Corn, Grain
85 bu,
2/15-6/30
104
0
20
brig.
84
33.55
0.00
68.78
0.00
69
REEL27
S7
AutryviIle
1.90
1.90
Wheat, Grain
45 bu.
9/1-4/30
'104
0
0
Irrig.
52
20.77
0.00
39.47
0.00
69
REEL 27
S7
Autryville
1.90
1.90
Com, Grain
85 bu.
2/15-6/30
104
0
20
Irrig.
84
33.55
0.00
63.75
0.00
492524 Database Version 3.1
Date Printed: 7/11/2011
W(T Page Page 10 of 14

Waste UtiliL
n Table
Year 2
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fert
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Manure
PA
NutrientA
pplied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
Applic.
Method
N
1000
gal/A
Tons
1000 gals
tons
69
REEL 27
S7
Autryville
5.40
5.40
Wheat, Grain
45 bu.
9/1-4/30
104
0
0
Irrig.
52
20.77
0.00
112.16
0.00
69
REEL 27
S7
Autryville
5.40
5.40
Corn, Grain
85 bu.
2/15-6/30
104
0
20
brig.
84
33.55
0.00
181.19
0.00
69
REEL28
I
S7
Autryville
1.70
1.70
Wheat, Grain
45 bu.
9/1-4/30
104
0
0
brig.
52
20.77
0.00
35.31
0.00
69
REEL28
S7
Autryville
1.70
1.70
Com, Grain
85 bu.
,
2/15-6/30
104
0
20
brig.
84
33.55
0.00
57.04
0.00
69
REEL28
S7
Autryville
2.80
2.80
Wheat, Grain
45 bu.
9/1-4/30
104
0
0
Irrig.
52
20.7 'i
0.00
58.16
0.00
69
REEL28
S7
Autryville
2.80
2.80
Corn, Grain
85 bu.
2/15-6/30
104
0
20
Irrig.
84
33,55
0.00
93.95
0.00
70
A 31-35
S7
Woodington
3.76
3.76
Wheat, Grain
50 bu.
9/1-4/30 ,
96
0
0
brig.
481
19.17
0.00
72.09
0.00
70
A 31-35
S7
Woodington
3.76
3.76
Com, Grain
110 bu.
2/15-6/30
119
0
20
brig.
99
39.55
0.00
148.69
0.00
70
REEL 31
S7
Foreston
3.30
3.30
Wheat, Grain
55 bu.
9/1-4/30
115
0
0
brig.
58
22.97
0.00
75.79
0.00
70
REEL 31
S7
Foreston
3.30
3.30
Corn, Grain
120 bu.
2/15-6/30
137
0
20
Irrig.
117
46.74
0.00
154.22
0.00
70
REEL32
S7
Foreston
3.70
3.70
Wheat, Grain
55 bu.
9/1-4/30
115
0
0
brig.
58
22.97
0.00
84.98
0.00i
70
REEL32
S7
Foreston
3.70
3.70
Com, Grain
I20 bu.
2/15-6/30
137
0
20
Inig.
117
46.74
0,00
172.92
0.00
70
REEL 33
S7
Woodington
5.70
5.70
Wheat, Grain
50 bu.
9/1-4/30
96
0
0
Irrig.
48
19.17
0.00
109.29
0.00
70
REEL 33
S7
Woodington
5.70
5.70
Corn, Grain
110 bu.
2/15-6/30
119
0
20
brig.
99
39.55
0.00
225.41
0.00
70
REEL 34
S7
Leon
2.10
2.10
Wheat, Grain
35 bu.
9/1-4/30
70
0
0
lrrig.
35
13.98
0.00
29.36
0.00
70
REEL34
S7
Leon
2.10
2.10
Com, Grain
70 bu.
2/15-6/30
78
0
20
Irrig.
58
23.17
0.00
48.65
0.00r
70
REEL35
S7
Leon
4.40
4.40
Wheat, Grain
35 bu.
9/1-4/30
70
0
0
Inig.
35
13.98
0.00
61.51
0.00
70
REEL 35
S7
Leon
4.40
4.40
Com, Grain
70 bu.
2/15-6/30
78
0
20
brig.
58
23.17
0.00
101.94
0.00
71
A 29a-30
S7
Foreston
0.90
0.90
Wheat, Grain
55 bu.
9/1-4/30
115
0
0
Inig.
58
22.97
0.00
20.67
0.00
71
A 29a-30
S7
Foreston
0.90
0.90
Com, Grain
120 bu.
2/15-6/30
137
0
20
Irrig.
117
46.74
0.00
42.06
0.00
71
REEL29
S7
Woodington
4.50
4.50
Wheat, Grain
50 bu,
9/1-4/30
96
0
0
brig.
48
19.17
0.00
86.28
0.00
71
REEL29
S7
Woodington
4.50
4.50
Com, Grain
110 bu.
2/15-6/30 t
119
0
20
brig.
99
39.55
0.00
177..95
0.00
492524 Database Version 3.1
Date Printed: 7/11/2011
WUT Page Page 11 of 14

U44"
TV ADM
^
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fert.
Nutrient
Applied
.(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
NutrientA
pplied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tom
71
REEL 29
S7
Foreston
1.70
1.70
Wheat, Grain
55 bu.
9/1-4/30
115
0
0
Irrig.
58
22.97
0.00
39.05
0.00
71
REEL 29
S7
Foreston
1.70
1.70
Corn, Grain
120 bu.
2/15-6/30
137
0
20
brig.
117
46.74
0.00
79.45
0.00
71
REEL 30
S7
Foreston
5.50
5.50
Wheat, Grain
55 bu.
9/1-4/30
115
0
0
brig.
58
22.97
0.00
126.32
0.00
71
REEL 30
S7
Foreston
5.50
5.50
Corn, Grain
120 bu.
2/15-6/30
137
0
20
brig.
117
46.74
0.00
257.04
0.00
72
A 26
S7
Autryville
1.08
1.08
Wheat, Grain
45 bu.
9/1-4/30
104
0
0
brig.
52
20.77
0.00
22.43
0.00
72
A 26
S7
Autryville
1.08
1.08
Com, Grain
85 bu.
2/15-6/30
104
0
20
ling.
84
33.55
0.00
36.24
0.00
72
REEL26
S7
Autryville
3.10
3.10
Wheat, Grain
45 bu.
9/1-4/30
104
0
0
Irrig.
52
20.77
0.00
64.39
0.00
72
REEL 26
S7
Autryville
3.10
3.10
Cam, Grain
85 bu..
2/15-6/30
104
0
20
brig.
84
33.55
0.00
104.01
0.00
73
A 39
S7
Autryville
2.35
2.35
Wheat, Grain
45 bu.
9/1-4/30
104
0
0
Inig.
52
20.77
0.00
48.81
0.00
73
A 39
57
Autryville
2.35
2.35
Com, Grain
85 bu.
2/15-6/30
104
0
20
brig.
84
33.55
0.00
78.85
0.00
73
REEL 39
S7
Autryville
2.40
2.40
Wheat, Grain
45 bu.
9/1-4/30
104
0
0
Irrig.
52
20.77
0.00
49.85
0.00
73
REEL 39
S7
Autryville
2.40
2.40
Corn, Grain
85 bu.
2/15-6/30
104
0
20
lrrig.
84
33.55
0.00
80.53
0.00
74
A 40-46
S7
Autryville
14.33
14.33
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
lrrig.
50
19.97
0.00
286.20
0.00
74
A 40-46
S7
Autryville
14.33
14.33
Hybrid Bennudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
brig.
269
107.45
0.00
1,539.75
0.00
74
REEL40
S7
Autryville
3.00
3.00
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
50
19.97
0.00
59.92
0.00
74
REEL 40
S7
Autryville
3.00
3.00
Hybrid Bennudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
brig.
269
107.45
0.00
322.35
0.00
74
REEL 41
S7
Autryville
2.10
2.10
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
50
19.97
0.00
41.94
0.00
74
REEL 41
S7
Autryville
2.10
2.10
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
Irrig.
269
107.45
0.00
225.64
0.00
74
REEL 41
S7
Autryville
2.30
2.30
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
lrrig.
50
19.97
0.00
45.94
0.00
74
REEL 41
S7
Autryville
2.30
2.30
Hybrid Bennudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
brig.
269
107.45
0.00
247.13
0.00
74
REEL 42
S7
Autryville
4.50
4.50
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
50
19.97
0.00
89.87
0.00
74
REEL 42
S7
Auttyville
4.50
4.50
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
brig.
269
107.45
0.00
483.52
0.00
492524 Database Version 3.1
Date Printed: 7/11/2011
WUT Page Page 12 of 14

Waste Utlll
Table
Year 2
Tract
Field
Source
ID
Soil Series
Total
Acres
Use
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Manure
PA
NutrientA
pplied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
Applic.
Method
N
1000
gal/A
Tons
1000 gals
tons
74
REEL 42
S7
Autryville
1.90
1.90
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
irrig.
50
19.97
0.00
37.95
0.00
74
REEL 42
S7
Autryville
1.90
1.90
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
Irrig.
269
107.45
0.00
204.15
0.00
74
REEL 43
S7
Autryville
4.70
4.70
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
50
19.97
0.00
93.87
0.00
74
REEL43
S7 ,iAutryville
4.70
4.70
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
brig.
269
107.45
0.00
505.01
0.00
74
REEL 44
S7
Autryville
3.30
3.30
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
65.91
0.00
74
REEL44
S7
Autryville
3.30
3.30
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
Irrig.
269
"107.45
0.00
354.58
0.00
74
REEL45
S7
Autryville
2.10
2.10
Small Grain Overseed
1.0 Tons
10/I-3/31
50
0
0
lnig.
50
19.97
0.00
41.94
0.00�
0.00
74
REEL 45
S7
Autryville
2.10
2.10
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
Irrig.
269
107.45
0.00
225.64
74
REEL46
S7
Autryville
1.30
1.30
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
50
19.97
0.00
25,96
0.00
74
REEL 46
S7
Autryville
1.30
1.30
Hybrid Bernudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
brig.
269
107.45
0.00
139.69
0.00
75
A 38
S7
Autryville
0.58
0.58
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
lrrig.
50
19.97
0.00
11.58
0.00
75
A 38
S7
Autryville
0.58
0.58
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
brig.
269
107.45
0.00
62.32
0.00
75
REEL 38
S7
Autryville
4.90
4.90
Srnall Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
]trig.
50
19.97
0.00
97.86
0.00
75
REEL 38
S7
Autryville
4.90
4.90
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
1
0
0
brig.
2691
107.45
0.00
526,50
0.00
76
A 36-37B
S7
Leon
11.42
11.42
Wheat, Grain
35 bu.
9/1-4/30
70
0
0
brig.
35
I3.98
0.00
159.66
0.00
76
A 36-37B
S7
Leon
11.42
11.42
Corn, Grain
70 bu.
2/15-6/30
78
0
20
Inig.
58
23.17
0.00
264.57
0.00
76
REEL 36
S7
Leon
2.60
2.60
Wheat, Grain
35 bu.
9/1-4/30
70
0
0
Irrig.
35
13.98
0.00
36.35
0.00
76
REEL 36
S7
Leon
2.60
2.60
Com, Grain
70 bu.
2/15-6/30
78
0
20
Inig.
58
23.17
0.00
60.24
0.00
76
REEL 37
S7
Leon
2.60
2.60
Wheat, Grain
35 bu.
9/1-4/30
70
0
0
lnig.
35
13.98
0.00
36.35
0.00
76
REEL 37
S7
Leon
2.60
2.60
Ccrn, Grain
70 bu.
2/15-6/30
78
0
20
brig.
58
23.17
0.00
60.24
0.00
76
REEL 37
S7
Leon
2.60
2.60
Wheat, Grain
35 bu.
9/1-4/30
70
0
0
brig.
35
13.98
0.00
36.35L
0.00
76
REEL 37
S7
Leon
2.60
2.60
Corn, Grain
70 bu.
2/15-6/30
78
0
20
Inig.
58
23.17
0.00
60.24
0.00
492524 Database Version 3.1
Date Printed: 7/11/2011
WUT Page Page 13 of 14

Waste Utilk
n Table
Tract
Field
Source
ID,
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
NutrientA
pplied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
ga[/A
Tons
1000 gals
tons
Total Applied, 1000 gallons
23,602.31
Total Produced, 1000 gallons
23,032.24
Balance, 1000 gallons
-570.07
Total Applied, tons
0.00
Total Produced, tons
0.00
Balance, tons
��
0.00'
Notes: 1. In the tract column, — symbol means leased, otherwise, owned.
2. Symbol *means user entered data.
492524 Database Version 3.1 Date Printed: 7/11/2011 WUT Page Page 14 of 14

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration -rate varies with soils. If
applying waste nutrients through an irrigation system, you must apply at a rate that will not result in runoff. This table provides the
maximum application rate per hour that may be applied to each field selected to receive wastewater. It also lists the maximums
application amount that each field may receive in any one application event.
Irrigation Application Factors
Tract
63
63
63
63
63
63
63
63
63
63
63
63
63
63
65
65
65
65
66
66
66
66
67
67
67
Field
A 1-12
Reel 1
REEL 10
REEL 11
REEL 12
REEL 2
REEL 3
REEL 4
REEL 5
REEL 6
REEL 7
REEL 8A
REEL 8B
REEL 9
A 16-18
REEL 16
REEL 17
REEL 18
A 13-15
REEL 13
REEL 14
REEL 15
A 19-23
REEL 19
REEL 20
Soil Series
Blanton
Blanton
Blanton
Blanton
Blanton
Blanton
Blanton
Blanton
Blanton
Blanton
Blanton
Blanton
Blanton
Blanton
Blanton
Blanton
Blanton
Blanton
Blanton
Blanton
Blanton
r
Blanton
67
67
67
68
68
68
69
REEL 21
REEL 22
REEL 23
A 24-25
REEL 24
REEL 25
A 27a-28b
Autryville
Autryville
Autryville
Application Rate
(inches/hour)
0.75
0.75
0.75
0.75
0.75
0.75
0.75
0.75
0.75
0.75
0.75
0.75
0.75
0.75
0.75
0.75
Application Amount
(inches)
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
0.75 1.0
1.0
1.0
0.75 1,0
0.75 1.0
1.0
1.0
0.75
0.75
0.75
0.60
0.60
0.60
Autryville
Autryville
Autryville
Autryville
Autryville
Autryville
Autryville
0.60
0.60
0.60
0.60
0.60
0.60
0.60
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
492524 Database Version 3.1 Date Printed 7/11/2011 IAF Page Page 1 of 2
NOTE: Symbol *means user entered data.

Irrigation Application Factors
Tract
69
69
69
69
70
70
70
70
70
70
71
71
71
71
72
72
73
73
74
74
74
74
74
74
74
74
74
74
75
75
76
76
76
76
Field
RFFL 27A
REEL 27B
REEL 28A
REEL 28B
A31-35
REEL 31
REEL 32
REEL 33
REEL 34
REEL 35
A 29a-30
Autryville
Autryville
Autryville
Autryville
Woodington
Foreston
Foreston
Woodington
Leon
Leon
Foreston
REEL 29A Woodington
REEL 29B
REEL 30
A 26
REEL 26
A 39
REEL 39
A 40-46
REEL 40
REEL 41A
REEL 41B
REEL 42A
REEL 42B
REEL 43
Foreston
Foreston
Autryville
Autryville
Autryville
Autryville
Autryville
Autryville
Autryville
Autryville
Autryville
Autryville
Autryville
REEL 44 Autryville
REEL 45
REEL 46
A 38
REEL 38
A.utryville
Autryville
Autryville
IAutryville
A 36-37B Leon
REEL 36 Leon
REEL 37A Leon
REEL 37B Leon
Soil Series
Application Rate
(inches/hour)
0.60
0.60
0.60
0.60
0.40
0.50
0.50
0.40
0.65
0.65
0.50
Application Amount
(inches)
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
0.40 1.0
0.50 1.0
0.50 1.0
0.60
0.60
0.60
0.60
0.60
0.60
0.60
0.60
0.60
0.60
0.60
0.60
0.60
0.60
0.60
0.60
0.65
0.65
0.65
0.65
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
492524 Database Version 3.1 Date Printed 7/11/2011 IAF Page Page 2 of 2
NOTE: Symbol *means user entered data.

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for sludge
utilization for the indicated accumulation period. These estimates are based on average nitrogen concentrations for each source,
the number of animals in the facility and the plant available nitrogen application rates shown in the second column.
Lagoon sludge conrains nutrients and organic matter remaining after treatment and application of the effluent. At clean out, this
material must be utilized for crop production and applied at agronomic rates. In most cases, the priority nutrient is nitrogen but
other nutrients including phosphorous, copper and zinc can also be limiting. Since nutrient levels are generally very high,
application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be used for
sludge application. If this is not possible, care should be taken not to load effluent application fields with high amounts of
copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water moving to streams and lakes,
phosphorous is a concern. Soils containing very high phosphorous levels may also be a concern.
Lagoon Sludge Nitrogen Utilization Table
crop
Maximum
PA-N Rate
lb/ac
Maximum Sludge
Application Rate
1000 gallac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
1 Swine Feeder -Finish. Lagoon Sludge - Standard
Corn 120 bu
150
13.16
311.48
622.96
934.44
Hay 6 ton R.Y.E.
300
26.32
155.74
311.48
467.22
Soybean 40 bu
160
14.04
292.01
584.02
876.04
492524 Database Version 3.1 Date Printed: 07-11-2011 Sludge Page Page 1 of

The Available Waste Storage Capacity table provides an estimate of the number of days of storage capacity available
at the end of each month of the plan. Available storage capacity is calculated as the design storage capacity in days
mining the number of days of net storage volume accumulated. The start date is a value entered by the user and is
defined as the date prior to applying nutrients to the first crop in the plan at which storage volume in the lagoon or
holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design storage
capacity of the facility. If the available storage capacity is greater than the design storage capacity, this indicates that
the plan calls for the application of nutrients that have not yet accumulated. If available storage capacity is negative,
the estimated volume of accumulated waste exceeds the design storage volume of the structure. Either of these
situations indicates that the planned application interval in the waste utilization plan is inconsistent with the
structure's temporary storage capacity.
Available Waste Storage Capaci
Source Name
Swine Feeder -Finish Lagoon Liquid
Design Storage Capacity (Days)
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days) *
1
1
65
1
2
69
1
3
94
1
4
94
1
5
117
1
6
148
1
7
178
1
8
180
1
9
175
1
10
147
1
11
120
1
12
92
2
1
64
2
2
62
2
3
110
2
4
114
2
5
108
2
6
128
2
7
147
2
8
166
2
9
161
2
10
133
2
11
132
2
12
104
*Available Storage Capacity is calculated as of the end of each month.
492524 Database Version 3.1 Date Printed: 07-11-2011 Capacity Page Page 1 of 1

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during operation
or land application. Any discharge of waste that reaches surface water is
prohibited.
2. There must be documentation in the design folder that the producer either owns
or has an agreement for use of adequate land on which to properly apply the
waste. If the producer does not own adequate land to properly dispose of the
waste, he/she shall provide evidence of an agreement with a landowner, who is
within a reasonable proximity, allowing him/her the use of the land for waste
application. It is the responsibility of the owner of the waste production facility to
secure an update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application, receiving
crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs for
realistic crop yields based upon soil type, available moisture, historical data,
climatic conditions, and level of management, unless there are regulations that
restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre per year.
Waste may be applied to land eroding at more than 5 tons per acre per year but
less than 10 tons per acre per year provided grass filter strips are installed where
runoff leaves the field (see USDA, NRCS Field Office Technical Guide Standard
393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste application.
Waste should not be applied when there is danger of drift from the land
application field.
6. When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland. When waste is applied to
conservation tilled crops or grassland, the waste may be broadcast provided the
application does not occur during a season prone to flooding (see "Weather and
Climate in North Carolina" for guidance).
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.
492524 Database Version 3.1 Date Printed: 7/11/2011 Specification Page 1

8. Animal waste shall not be applied to saturated soils, during rainfall events, or
when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that
the crop is not covered with waste to a depth that would inhibit growth. The
potential for salt damage from animal waste should also be considered.
10. Nutrients from waste shall not be applied in fall or winter for spring planted
crops on soils with a high potential for leaching. Waste/nutrient loading rates on
these soils should be held to a minimum and a suitable winter cover crop planted
to take up released nutrients. Waste shall not be applied more than 30 days prior
to planting of the crop or forages breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with the
following: The outer perimeter of the land area onto which waste is applied from
a lagoon that is a component of a swine farm shall be at least 50 feet from any
residential property boundary and canai. Animal waste, other than swine waste
from facilities sited on or after October 1, 1995, shall not be applied closer that 25
feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other than
those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and public
right-of-ways.
15. Animal waste shall not be discharged into surface waters, drainageways, or
wetlands by a discharge or by over -spraying. Animal waste may be applied to
prior converted cropland provided the fields have been approved as a Iand
application site by a "technical specialist". Animal waste shall not be applied on
grassed waterways that discharge directly into water courses, and on other
grassed waterways, waste shall be applied at agronomic rates in a manner that
causes no runoff or drift from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks,
etc., shall not be discharged into the animal waste management system.
17. A protective cover of appropriate vegetation will be established on all disturbed
areas (lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as
necessary, to protect the vegetation. Vegetation such as trees, shrubs, and other
woody species, etc., are limited to areas where considered appropriate. Lagoon
areas should be kept mowed and accessible. Berms and structures should be
492524 Database Version 3.1 Date Printed: 7/11/2011 Specification Page 2

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 soils shall be monitored and alternative
crop sites shall be used when these metals approach excessive levels. pH shall be
adjusted and maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste application
records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five (5)
years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
492524 Database Version 3.1 Date Printed: 7/11./2011 Specification Page 3

WASTE UTIL"IZATIOI PLAN
ANIMAL WASTE UTILIZATION AGREEMENT
(Needed only if additional land has to be leased, etc.)
I, m {'{I 'r �- r nnS of lli it hereby give TP0 rl 5i �.1 n ve5I-M e 16 PZ f
permission to apply animal waste from his Waste Utilization System on g51• 90 acres
of my land for the duration of time shown below.
I understand that this waste contains nitrogen, phosphorous, potassium, and other
trace elements and when properly applied should not harm my land or crops. I also
understand that the use of waste will reduce my needed for commercial fertilizer.
Adjacent Landowner: far BM Fz/M. 5 Date: /NJ /(
Waste Producer: 1 V' cZ."174 Date: // l/_/I
Technical Representative: Date: /AV — l f
SWCD Representative: Date:
Term of Agreement: JC JeMbet l , 20. j( to i''t/e/Y,Le/'''
(Minimum of Ten Years on Cost Shared Items)
(See Required Specification No. 2)
Page 9

Insect Control Checklist for Animal Operations
Source
Flush gutters
Cause BMPs to Control Insects
Liq uid Systems
• Accumulation of solids [Y'Flush system is designed and operated sufficiently
to remove accumulated solids from gutters as
designed
[Remove bridging of accumulated solids at
discharge
Site Specific Practices
Lagoons and pits • Crusted solids CMaintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the crusting
of solids to a depth of no more than 6 to 8 inches
over more than 30 percent of surface
gi Maintain vegetative control along banks of
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter along
water's edge on impoundment's perimeter.
Excessive vegetative • Decaying vegetation
growth
Dry Systems
Feeders • Feed spillage CI Design, operate, and maintain feed systems
(e.g., bunkers and troughs) to minimize the
accumulation of decaying wastage
Ck Clean up spillage on a routine basis (e.g., 7- to 10-
day interval during summer; 15- to 30-day interval
during winter)
AMIC - November 11, 1996, page 1

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
Feed storage • Accumulations of feed 0 Reduce moisture accumulation within and around
residues immediate perimeter of feed storage areas by
ensuring drainage is away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products)
0 Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed
Animal holding areas • Accumulations of animal D Eliminate low areas that trap moisture along fences
wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal
0 Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(Le., inspect for and remove or break up
accumulated solids as needed)
Dry manure handling • Accumulations of animal D Remove spillage on a routine basis (e.g.,
systems wastes 7- to 10-day interval during summer; 15- to 30-day
interval during winter) where manure is loaded for
land application or disposal
C Provide for adequate drainage around manure
stockpiles
CI Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and manure
handling areas as needed
For more information contact:
Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC - November 11, 1996, page 2

Swine Farm Waste Management — Odor Control Checklist
INSTRUCTIONS FOR USE
• Odor Control Checklist is required by General Statute 143-215.10C(e)(1)
• Check any/all the BMPs you will implement on this facility. Items checked/selected become a requirement of the CAWMP.
• Items in bold or pre -selected are required.
♦ Add any site -specific details related to the selected BMPs
♦ Include any other odor control measures not listed
• NOTE: Not all BMPs may be cost-effective for every facility. Evaluate each BMP prior to selecting for your facility.
Permit No.: 3 1- aJ
Date: ) J -.23 -o
Owner Signature: G
Cause/Source
BMP Option to Minimize Odor Comments
Site Specific Practices
FARMSTEAD
• Swine Production
• Improper drainage
'aintain vegetative or wooded buffers at or
near property boundary
EKG/rade and landscape so water drains away
I.com facilities and prevent ponding
a.Maintain farm access roads and prevent traffic
in waste application area
❑ Other BMPs — please describe
• Traps dust and gases, provides dilution
and visual screening
• May require third party input/approval
• Reduce odors and vectors that occur
with stagnant conditions
• Prevents spillage during transport and
tracking of waste onto public roads
MORTALITY MANAGEMENT
• Carcass ® Dispose of mortality using method approved • Required by statute and permit
Decomposition by NCDA&CS State Veterinarian. Manage • May require third party input/approval
According to CAWMP (Mortality Management
Checklist) and permit(s).
❑ Put carcasses in refrigerated (or freezer) dead
boxes within 24 hours for short-term mortality
storage.
• Incomplete Incineration ❑ Use incinerators with secondary burners for • Reduce odors by complete incineration
complete combustion.
❑ Other BMPs — please describe
Swine AMOC Page 1 of 6 APPROVED —7/25/2019

Swine Farm Waste Management — Odor Control Checklist
Cause/Source BMP Option to Minimize Odor
HOUSE / BARN — WASTE HANDLING
• Flush tanks
♦ Odorous Gases
• Partial microbial
decomposition
♦ Agitation of wastes
• Ammonia
❑ Install flush tank covers
❑v'�I h pits at least 4 times per day
[ pty pits at least once every 7 days
❑ Underfloor flush with pit ventilation
❑ 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
❑ Flush/recharge with treated effluent
❑ Treat waste in pits with proven biological or
chemical additive
❑ Other BMPs — please describe
Permit No.: 3 /- d i LI
Comments
Site Specific Practices
• Pit -flush systems
• Pit -flush systems
• Pit -recharge or "pull -plug" systems
• Monitor for any solids accumulation in pit
HOUSE / BARN — FLOOR AND INDOOR SURFACES
• Manure covered floors
• Odorous Gases
❑ Scrape manure from alleys into pens daily
❑ Install fully slotted floor system
❑ Install waterers over slotted floor area
❑ Install feeders at high end of solid floors
❑ Scrape manure buildup from floors and walls
❑ Keep floors dry
❑ Install underfloor ventilation for drying
❑ Replace bedding/scrape at frequency to
keep bedding dry
❑ Other BMPs — please describe
• Will move with other manure via pits
• Where applicable
• Aids in animal cleanliness
• Aids in animal cleanliness
• Solid floor/bedding systems
Swine AMOC Page 2 of 6 APPROVED — 7/25/2019

Swine Farm Waste Management — Odor Control Checklist
Permit No.: 3/-0/4/
Cause/Source
BMP Option to Minimize Odor
HOUSE / BARN — VENTILATION
• Dust ❑ Clean fans regularly — specify frequency
• Volatile/odorous gasesEll"icient air movement
Install temperature and humidity sensors to
control ventilation
O Treat barn exhaust
O Other BMPs — please describe
Comments
• Examples: biofilters, wet scrubbing, windbreaks
• May reduce ventilation rate depending on method
Site Specific Practices
HOUSE / BARN — FEED
• Dust
• Adsorbed Gases
• Ammonia
❑ Install feed covers
® Keep outdoor feed storage covered except
When necessary to add/remove feed
❑ Minimize free -fall height of dry feed
❑ Install feed delivery downspout extenders
to the feed covers
Iemove spoiled/unusable feed on regular basis
❑ Feed pellets instead of dry meal
❑ Use feed additives
❑ Use feed -reduced crude protein diet
❑ Other BMPs — please describe
• Required by rule 15A NCAC 02D .1802
• May require third party input/approval
• May require third party input/approval
• May require third party input/approval
HOUSE / BARN — GENERAL
• Dust
• Odorous Gases
❑ Install temperature and humidity sensors
to control ventilation
❑ Use ultraviolet light to treat indoor air
❑ Use indoor or outdoor electrostatic space
charge system
❑ Other BMPs—please describe
• Maintain relative humidity at 40 to 65%
• Can be used to treat exhaust air
Swine AMOC Page 3 of 6

Swine Farm Waste Management — Odor Control Checklist
Cause/Source BMP Option to Minimize Odor
LAGOON / WASTE STORAGE STRUCTURE
• Volatile Gases Maintain proper lagoon volume
D Minimize free -fall height of waste from
discharge pipe to lagoon surface
❑ Extend discharge point of pipe to below lagoon
liquid level
❑ Maintain proper surface area -to -volume ratio
❑ Use correct lagoon start-up procedures
❑ Aerate for odor control
® Manage sludge levels based on annual sludge
survey as required by permit
❑ Keep spilled feed or foreign debris out of lagoon
to prevent excess sludge accumulation
❑ install/use solids separation system
❑ Use proven biological or chemical additives
❑ Use permeable lagoon covers (not a digester)
❑ Use impermeable lagoon cover or
anaerobic digester
❑ Other BMPs — please describe
Permit No.: 31- °P`%
Comments Site Specific Practices
• 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
LAND APPLICATION
• Odorous gases ® Perform land application in accordance with
CAWMP
• Wind drift ® Pump intake near lagoon surface
❑ Pump from second stage lagoon
O Follow good neighbor policy
• Required by rule 15A NCAC 02D .1802
®Avoid application on known weekends,
special days, or holidays/eves if possible
❑ Operate at minimum recommended pressure
❑ Increase setbacks beyond those required by
statute, rule, or permit
Swine AMOC Page 4 of 6 APPROVED — 7/25/2019

Swine Farm Waste Management — Odor Control Checklist
Cause/Source
BMP Option to Minimize Odor
LAND APPLICATION (CONTINUED)
Permit No.: 3I -O ! q
Comments
Site Specific Practices
ply during favorable wind conditions,
(especially for traveling guns or impact
sprinklers)
❑ When practical, apply waste on sunny days
rather than cool, overcast days
❑ When possible, apply waste mid -morning to
Fol te-afternoon
r traveling guns, use taper -ring or taper -bore
nozzles
❑ For traveling guns, use largest -available nozzle
that provides acceptable application uniformity
❑ Replace impact sprinklers with low -drift nozzles
[run center pivots and linear move systems.
se hose -drag system
❑ Use injection method for waste application
❑ Other BMPs — please describe
• Recommend checking predicted average hourly
wind speed within 24 hours prior to
anticipated start
• Allows for vertical dissipation of odor
• Allows for better vertical dissipation of odor
• Less odor and drift than ring nozzles
SLUDGE DISPOSAL
• Odorous gases
�, �Tr nsport sludge in covered vehicles or tankers
Ly'a in thin, uniform layers
ncorporate land -applied sludge as soon as
practical after application, and in accordance
with permit.
❑ Use injection method for sludge application
❑ Dewater sludge prior to application
❑ Use alternatives to land application, such as
compost, gasification, energy generation, etc.
❑ Other BMPs — please describe
• Speeds drying and prevents ponding
• Required within 48 hours or prior to next rain event,
whichever is first, for conventionally tilled
bare soils
Swine AMOC Page 5 of 6 APPROVED — 7/25/2019

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

Version —November 26, 2018
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
p€'nni.#-
Mortality Management Methods sir of
Primary Secondary Routine Mortality
171 g, Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
El El Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
JRendering at a rendering plant licensed under G.S. 106-168.7.
ElEl Complete incineration according to 02 NCAC 52C .0102.
E ❑ A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
El In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
El El Any method which, in the professional opinion of the State Veterinarian; would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance:
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance. .
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.•
'ci.r.t.) 02. —5S-'f7
Fr'gnature of Farm Owner/Manager Date
2-/6 /9
Signature of Technical Specialist Date

Facility: DM3-1 #3148
Phone Number: 910-289-7282
911 Address: 288 Watson Road Magnolia NC 28453
Directions to Farm:
Take US 117 North to the first stoplight in Rose Hill and turn left on SR 1102 (Brice's Store Road). Go 4.8 miles to Brice's
Store and bear right on SR 1101(Cornwallis Road). Go 1.5 miles and turn right on SR 1121 (Anna White Road).
Go 0.3 mile to stop sign and turn right on NC 903 North. Go 0.5 mile and bear left on SR 1119 (Gold Pond Road).
Go 0.5 mile to stop sign and go straight across. Go 1.5 miles (pavement will end after 1.1 miles) to farm entrance on
right, Watson rd.. (This is the 2nd farm entrance on right)
Effluent Handling System Emergency Procedure
In the event of an actual or potential spill take the following steps In order:
1) STOP and CONTAIN the release.
2) Utilize emergency contact list to notify one of the contacts of the situation.
3) Stay with the actual or potential release to ensure it is stopped or contained; do not
leave until instructed to do so.
Effluent Handling Emergency Contact List
Start with the first contact and continue to call until you talk to someone, do not leave message.
Names (in order to be contacted)
Pager# Mobile#
Home#
1) Clifton Ball 252-286-8616
2) Tonya Branson [phone]
3) Kendall Huffman
4) A.J. Linton
[phone]
[phone]
[phone]
[phone]
5) Larry MatthisJr. [phone]
6) Greg Wulf
7) Terry Tate
[phone]
[phone]
[phone]
[phone]
[phone] [phone]
Return to the top of the list and start again until someone is contacted.

Production System Emergency Procedure
In the event of a suspected disease outbreak take the following steps in order.
1) Ensure bio-security measures are taken and minimize traffic in and out of farm.
2) Contact your manager and/or your primary contact.
In the event of a power/water failure take the following steps in order.
1) Contact your manager and/or primary contact.
Intervention Levels Sow Herd Size
2400 3800 7200 4400
# of sows off feeci16% awe location ( barn, row, or room )
# of aborts in 2 day period - 3 5 7 6
# of aborts in 1 week - 6 10 16 12
Weekly Stillborn % - 10% 10% 10% 10%
Weekly PWM - 20% 20% 20% 20%
Sow Mortality - 10% 10% 10% 10%
Nursery and Finishing - > 1% mortality in any one day
Production Emergency Contact List
Start at the first contact and continue to call until you talk to someone, do not leave message.
Names (in order to be contacted)
1) Clifton Ball
2) Doug Norris
Pager#
Mobile# Home#
252-286-8616
910-385-4894
3) Guy Padgett 910 271-3829
4) Clifton Ball 252-286-8616
5) Larry Matthis Jr. [phone]
6) Greg Wulf
7) Terry Tate
[phone]
[phone]
[phone]
[phone]
[phone] [phone]

Return to the top of the list and start again until someone is contacted.
Emergency Procedure for Fire, Medical, and Property Damage
1) Contact the appropriate personnel using the Safety emergency number contact list.
2) Contact your manager and/or primary contact.
Safety Emergency Contact Numbers
Pager#
Mobile# Home#
1) Clifton Ball 252-286-8616
2) Larry Matthis Jr.
3) Mike Brown
[phone]
[phone]
[phone]
[phone]
[phone]
4) Ambulance 911
5) Fire Dept 911
6) Police/Sheriff Dept 911
7) (Area) Hospital - Duplin [phone]
8) (Area) Clinic - Dr. Ricci [phone]
9) Poison Control [phone]
10) Highway Patrol [phone]
Location of main electrical shut off:
Location of main gas shut off: N/A
Electric Company: Four County
Account/Meter # : 40000109
Phone # : [phone]

Facility: DM3-2 #3149
Phone Number: N/A
911 Address: 178 Watson Road Magnolia NC 28453
Directions to Farm:
Take US 117 North to the first stoplight in Rose Hill and turn left on SR 1102 (Brice's Store Road). Go 4.8 miles to Brice's
Store and bear right on SR 1101 (Cornwallis Road). Go 1.5 miles and turn right on SR 1121 (Anna White Road).
Go 0.3 mile to stop 'sign and turn right on NC 903 North. Go 0.5 mile and bear left on SR 1119 (Gold Pond Road).
Go 0.5 mile to stop sign and go straight across. Go 1.5 miles (pavement will end after 1.1 miles) to farm entrance on
right. (This is the first farm entrance on right) Sign @ farm DM3-2 Barns 1-5
Effluent Handling System Emergency Procedure
In the event of an actual or potential spill take the following steps in order:
1) STOP and CONTAIN the release.
2) Utilize emergency contact list to notify one of the contacts of the situation.
3) Stay with the actual or potential release to ensure it is stopped or contained; do not
leave until instructed to do so.
Effluent Handling Emergency Contact List
Start with the first contact and continue to call until you talk to someone, do not leave message.
Names (in order to be contacted)
Office Mobile# Home#
1) Eric Short [phone] [phone] [phone]
2) Tonya Branson [phone]
3) Kendall Huffman
[phone] [phone]
4) A.J. Linton [phone]
[phone]
5) Larry Matthis Jr. [phone]
6) Greg Wulf
7) Terry Tate
[phone]
[phone]
[phone]
[phone]
[phone] [phone]
Return to the top of the list and start again until someone is contacted.

Production System Emergency Procedure
In the event of a suspected disease outbreak take the following steps in order.
1) Ensure bio-security measures are taken and minimize traffic in and out of farm.
2) Contact your manager and/or your primary contact.
In the event of a power/water failure take the following steps in order.
1) Contact your manager and/or primary contact.
Intervention Levels Sow Herd Size
2400 3800 7200
4400
# of sows off feed in 1 day - >10% in one location (bar-n, row, Or room )
# of aborts in 2 day period - 3. 5 7 6
# of aborts in 1 week - 6 10 16 12
Weekly Stillborn % - 10% 10% 10% 10%
Weekly PWM - 20% 20% 20%, 20%
Sow Mortality - 10% 10% 10% 10%
Nursery and Finishing - > 1% mortality in anyone day
Production Emergency Contact List
Start at the first contact and continue to call until you talk to someone, do not leave message.
Names (in order to be contacted)
Office Mobile# Home#
1) Eric Short [phone] [phone] [phone]
2) Doug Norris 910-385-4894
3) Guy Padgett 910 271-3829
4) Clifton Ball 252-286-8616
5) Larry Matthis Jr. [phone]
6) Greg Wulf
7) Terry Tate
[phone] [phone]
[phone] [phone]
[phone] [phone]
Return to the top of the list and start again until someone is contacted.

Emergency Procedure for Fire, Medical, and Property Damage
1) Contact the appropriate personnel using the Safety emergency number contact list.
2) Contact your manager and/or primary contact.
Safety Emergency Contact Numbers
1) Eric Short
2) Larry Matthis Jr.
3) Mike Brown
Office Mobile# Home#
[phone] [phone] [phone]
[phone] [phone] [phone]
[phone] [phone]
4) Ambulance 911
5) Fire Dept 911
6) Police/Sheriff Dept 911
7) (Area) Hospital - Duplin [phone]
8) (Area) Clinic - Dr. Ricci [phone]
9) Poison Control [phone]
10) Highway Patrol [phone]
Location of main electrical shut off: Backend of barns
Location of main gas shut off: N/A
Electric Company: FOUR COUNTY EMC Phone # : [phone]
Account/Meter # :

Facility: DM3-3 #3150
• Phone Number: 910-289-7113
911 Address: 303 Watson Road Magnolia NC 28458
Directions to Farm:
Take US 117 North to the first stoplight in Rose Hill and turn left on SR 1102 (Brice's Store Road). Go 4.8 miles to Brice's
Store and bear right on SR 1101 (Cornwallis Road). Go 1.5 miles and turn right on SR 1121(Anna White Road).
Go 0.3 mile to stop sign and turn right on NC 903 North. Go 0.5 mile and bear left on SR 1119 (Gold Pond Road).
Go 0.5 mile to stop sign and go straight across. Go 1.5 miles (pavement will end after 1.1 miles) to farm entrance on
right, Watson rd. (This is the first farm entrance on left)
Effluent Handling System Emergency Procedure
In the event of an actual or potential spill take the following steps in order:
1) STOP and CONTAIN the release.
2) Utilize emergency contact list to notify one of the contacts of the situation.
3) Stay with the actual or potential release to ensure it is stopped or contained; do not
leave until instructed to do so.
Effluent Handling Emergency Contact List
Start with the first contact and continue to call until you talk to someone, do not leave message.
Names (in order to be contacted)
Pager#
Mobile# Home#
1) Clifton Ball 252-286-8616
2) Tonya Branson
3) Kendall Huffman
[phone]
[phone] [phone]
4) A.J. Linton [phone] [phone]
5) Larry Matthis Jr. [phone] [phone] [phone]
6) Greg Wulf [phone] [phone]
7) Terry Tate [phone] [phone]
Return to the top of the list and start again until someone is contacted.

Production System Emergency Procedure
In the event of a suspected disease outbreak take the following steps in order.
1) Ensure bio-security measures are taken and minimize traffic in and out of farm.
2) Contact your manager and/or your primary contact.
In the event of a power/water failure take the following steps in order.
1) Contact your manager and/or primary contact.
Intervention Levels Sow Herd Size
2400 3800 7200 4400
# of sows off feed in 1 day - >10% in one location ( barn, row, or room )
# of aborts in 2 day period - 3 5 7 6
# of aborts in 1 week - 6 10 16 12
Weekly Stillborn % - 10% 10% 10% 10%
Weekly PWM - 20% 20% 20% 20%
Sow Mortality - 10% 10% 10% 10%
Nursery and Finishing - > 1% mortality in any one day
Production Emergency Contact List
Start at the first contact and continue to call until you talk to someone, do not leave message,
Names (in order to be contacted)
Pager#
Mobile# Horne#
1) Clifton Ball 252-286-8616
2) Doug Norris 910-385-4894
3) Guy Padgett 910 271-3829
4) Clifton Ball 252-286-8616
5) Larry Matthis Jr. [phone]
6) Greg Wulf
7) Terry Tate
[phone]
[phone]
[phone]
[phone]
[phone] [phone]

Return to the top of the list and start again until someone is contacted.
Emergency Procedure for Fire, Medical, and Property Damage
1) Contact the appropriate personnel using the Safety emergency number contact list.
2) Contact your manager and/or primary contact.
Safety Emergency Contact Numbers
Pager#
Mobile# Home#
1) Clifton Ball 252-286-8616
2) Larry Matthis Jr. [phone]
3) Mike Brown
[phone] [phone]
[phone] [phone]
4) Ambulance 911
5) Fire Dept 911
6) Police/Sheriff Dept 911
7) (Area) Hospital - Duplin
8) (Area) Clinic - Dr. Ricci
9) Poison Control
[phone]
[phone]
[phone]
10) Highway Patrol [phone]
Location of main electrical shut off:
Location of main gas shut off: N/A
Electric Company: Four County Phone # : [phone]
Account/Meter # : 40000225

Murphy Family Ventures
Appendix 1. Lagoon Sludge Survey Form
A. Farm Permit or DWQ Identification Number: 31-14
B. Lagoon Identification: DM 3-3 Seconds.v
C. Person taking Measurements: AJ Linton
D. Date of Measurement: 11/23/2020
E. Methods/Devices Used for Measurement of.
Start Pump 30
Stop Pump 78
Freeboard 23
a. Distance from the lagoon liquid surface to the top of the sludge layer:
b. Distance from the lagoon liquid surface to the bottom (soil) of the lagoon:
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): 3 acres
(Draw a sketch of the lagoon on a separate sheet, list dimensions, and calculate surface area.)
She Boat
Stud' • Boat
Sludge Boat
G. Estimate number of sampling points:
a. Less than 1.33 acres: Use 8 points
b. If more than 1.33 acres, 3 acres x 6 = 18 , 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).
I. At the time of the sludge survey, also measure the distance from the Maximum Liquid Level
to the Present Liquid Level (measure at the lagoon gauge pole): 0.6
J. Determine the distance from the Maximum Liquid Level to the Minimum Liquid Level
(use lagoon management plan or other lagoon records): 4 0
K. Calculate the distance from the present liquid surface level to the Minimum Liquid Level
(Item J minus Item I, assuming the present liquid level is below the Maximum Liquid Level): 3.4
L. 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): 8.1
M. 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): 5.5
N. Record from the Sludge Survey Data Sheet the average thickness of the sludge layer: 2.6
O. Calculate the thickness of the existing Liquid Treatment Zone (Item M minus Item K):
(Note: If Item 0 is less than 4 feet, a sludge remaval and utilization plan may be required by
N.C. DWQ. See your specific permit or contact DWQ for more information.)
P. Proceed to the Sludge Volume Worksheet if you desire to calculate sludge volume for a rectangular -
shaped lagoon with uniform side slopes.
Completed by:
AJ Linton
Print Name
Si .ature
2.1
1112312020
Date

Murphy Family Ventures
Appendix 3. Sludge Volume Worksheet
Lagoon Identification: DM 3-3 Secondary
Completed by:
AJ Linton
Print Name
1 Average Sludge Layer Thickness (T)
2 Depth of lagoon from top of bank to
bottom soil surface (D)
2.6
10
3 Slope = horizontal/vertical side slope (S) 3
4 Length at top inside bank (L) 400
5 Width at top inside bank (W) 325
6 Length at midpoint of sludge layer
Lm = L - 2 S (D - (T/2)) 347.8
7 Width at midpoint of sludge layer
Wm = W - 2 S (D - (T/2)) 272.8
8 Volume of sludge (V)
Vs = Lm x Wm x T 246,688
9 Volume in gallons
Vg = V x 7.5 gal./ft3 1,850,157
10 Thickness of existing liquid tmt. Zone (Y)
2.1
11 Thickness of total treatment zone (Z)
Z=T+Y 4.7
12 Length at midpoint of total tmt. Zone
Lz = L-2(S)(D - (Z/2) 354
13 Width at midpoint of total tmt.zone
Wz = W-2(S)(D - (Z/2) 279
14 Volume of total treatment zone (Vz)
Vz = Lz Wz Z 464,498
15 Ratio ( R) of sludge layer volume to total
R = Vs / Vz
0.53

r .4'
Anaerobic Digester System O&M
Table of Contents
I. Definitions 2
II. Introduction 3
III. Description of the Operational Components 3
1) Gravity Collection Pipe 3
2) Influent Pump Station (where necessary) 4
3) Anaerobic digester 5
4) Mixing Pump Station 6
5) Effluent Pump Station (where necessary) 6
6) Storage Basin 7
7) Unison Conditioning System 7
8) Flare 8
9) Transfer Pump 8
10) Stormwater Removal Pump 9
IV. Description of Anticipated Maintenance 9
A. Routine System Maintenance Instructions 9
B. Troubleshooting 10
C. Emergency Protocols, Repair, and Replacement 10
D. Warranty Information 11
1) Farm Site 11
V. Provisions for Safety Measures 11
VI. Spill Prevention and Control Provisions 12
Appendix A: Contact Information 13
Appendix B: Farm Operations and Maintenance Checklist 15
RECEIVED
APR 2 2 2021
NC DEQ/DWR
Central Office
Anaerobic Digester System O&M Page 1 of 16

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

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

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

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

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

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

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

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

equipment as chosen by the farm owner, such as slurry tanks or umbilical hose application
systems. All sludge applications should be done in accordance with the approved waste
utilization plan and nutrient management plan for the farm or hauled via tanker to an
approved application site by a contract sludge hauler.
Typically, a small amount of sludge will need to be removed from the anaerobic digester
every other year. The system operator can monitor sludge accumulation via the inspection
ports on top of the digester cover. A pipe or gauge with graduated markings used to
determine depth may be used to assess the sludge depth in the digester. Care should be
taken when inserting the gauge or pipe to not apply excessive pressure or otherwise
puncture the digester liner. Sludge accumulation should be assessed on an annual basis by
the system operator. As the digester cover typically accumulates biogas, care should also be
taken by the operator to remove as much accumulated biogas as possible prior to opening
the inspection port and measuring sludge accumulation. As biogas production slows during
cold weather, it is recommended that this measurement occur during the winter when
biogas accumulation is at a minimum.
After completion of sludge removal activities using the anaerobic digester mixing pumps,
the operator should reconnect all fittings and piping as found prior to the sludge removal
and re-engage the digester mixing pumps operation in accordance with the schedule and
manner in which they had been previously operated.
See Appendix C of this document for an operations and maintenance checklist (daily,
monthly, quarterly, semi-annually, annually).
B. Troubleshooting
Refer to equipment O&M manuals as necessary, summarized below:
1. Influent Pump Station:
2. Mixing Pump Station:
3. Effluent Pump Station:
4. Biogas Conditioning System:
5. Transfer Pump:
4" Hog Manure Pump or4" High Pressure Pump
(Electric Pumps)
8" Flush Pump (Electric Pump)
4" Hog Manure Pump or4" High Pressure Pump
(Electric Pumps)
N/A
3" Pump (Electric Pumps)
See Appendix A for contact information for each system component.
C. Emergency Protocols, Repair, and Replacement
The O&M Manual kept onsite in the farm office building (or wherever farm records are kept
for each farm) provides step-by-step instructions for field repair or securing the piece of
equipment until qualified repair personnel arrive.
This Manual contains emergency contact numbers for the repair or replacement of the
supplied equipment in Appendix A.
Anaerobic Digester System O&M Page 10 of 16

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

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

Appendix A: Contact Information
Project Management and Equipment Service Providers:
Project Management & Equipment
Influent Pump Station
Contact/Local Service Company
Lee Brock
Brock Equipment Company
lee@brockeq uipment.com
[phone]
Anaerobic Digester Cover
Plastic Fusion Fabricators, Inc.
Larry Hice
[e-mail]
[phone]
Mixing Pump Station
Lee Brock
Brock Equipment Company
lee @ brockeq uip ment.com
[phone]
Transfer Pump
Lee Brock
Brock Equipment Company
[e-mail]
[phone]
Flare
ProPump & Controls Inc.
Jeff McGuire
Work: [phone]
CeII: [phone]
[e-mail]
Mechanical Installation & Controls
ProPump & Controls Inc.
Jeff McGuire
Work: [phone]
CeII: [phone]
jmcguire(i propumpservice.com
Anaerobic Digester System O&M Page 13 of 16

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

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

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