960115_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave. any question unanswered. Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 96-0115 Certificate Of Coverage Number: AWS960115
2. Facility Name: R&B Vinson Hos Farm
3. Landowner's Name (same as on the Waste Management Plan): Russell Vinson
4. Landowner's Mailing Address: 167 Sutton Rd
City: La Grange State: NC Zip: 28551
Telephone Number: 919-778-5223 Ext. E-mail:-ervinsronfit
6C.i/4l1!!7)50>7
5. Facility's Physical Address: 340 Sutton
�J�r>7Q1` oCol�l
City: La Grange State: NC
6. County where Facility is located: Wayne
7. Farm Manager's Name (if different from Landowner):
8. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"):
10. Operator Name (OIC): Cary R. Vinson
11. Lessee's Name (if there is not a Lessee, write "None"): 1114911C
12. Indicate animal operation type and number:
Current Permit: Operations Type
Swine - Feeder to Finish
Operation Types:
Swine
Cattle
Wean to Finish
Dairy Calf
Wean to Feeder
Dairy Heifer
Farrow to Finish
Milk Cow
Feeder to Finish
Dry Cow
Farrow to Wean
Beef Stocker Calf
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Gilts
Other
Other
Maxwell Foods LLC
Phone No.: 919-922-1094
Allowable Count
1,440
Zip: 28551
OIC #: 19435
Dry Poultry
Other Types
Non Laying Chickens
Horses - Horses
Laying Chickens
Horses - Other
Pullets
Sheep- Sheep
Turkeys
Sheep - Other
Turkey Pullet
Wet Poultry
Non Laying Pullet
Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
'Redline"
(Inches)
PRIMARY
7/25/1991
`
S q5'-
W14C00
19.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.1OC(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed b% the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the.
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with ITC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):
Name: Zt.,35ed d y Title:
Signature: ti Date:
Name:
Signature:
Name:
Signature:
Title:
Date:
Title:
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

Steven W. Troxier North Carolina Department of Agriculture
Commissioner and Consumer Services
Veterinary Division
Mr. Russell Vinson
167 Sutton Road
LaGrange, NC 28551
919-778-5223 (H)
919-922-1094(C)
crvinso ifarms2yahoo.com
Dear Mr. Vinson;
September 29, 2009
Farm 911 Address:
R and B Vinson Farms (A)
340 Sutton Road
LaGrange, NC 28551
Wayne County
State ID: 555014341
National ID: OOBVKZF
David T. Marshall, DVM
State Veterinarian
Pursuant to NCAC 52C.0102, your request to compost swine mortality on your premises at 340 Sutton
Road, La Grange, NC in Wayne County is approved. Approval is granted under the following conditions
and stipulations:
1. All North Carolina solid waste, air, water quality, and other applicable regulations must be met in
siting and operation of the system
2. Only poultry or swine are to be processed in this facility; NO bovine, caprine, ovine or cervid
species shall be processed
3. Mortality to be processed shall originate only from the identified premises and`the finished
product is used solely on. agricultural operations owned, operated, or leased, by the permitee
4. The final product of the process must be stored, treated and utilized in accordance with all federal,
state, and local laws, regulations, and permit requirements; the final product shall not be sold
5. Temperatures shall be within NRCS guidelines to reach a minimum of 131 degrees F within 5
days of filling the unit and remain at least at 131 degrees F for a minimum of 5 consecutive days
to maintain the composting process and reduce pathogen load
6. Dead animals are not to be removed from composting until all flesh, internal organs, and other soft
tissue are fully decomposed
7. The proposed facility shall have the following minimum setback requirements*:
100-foot buffer between all property lines and compost areas
• 100-foot buffer between all wells and compost areas, except for monitoring wells
• 50-foot buffer between perennial streams/rivers and compost areas
8. A copy of the permit, plans, and operational reports shall be maintained on site and be available
upon request by NCDA&CS, Veterinary Division personnel
9. The facility and operational records shall be available for annual inspection be Veterinary Division
personnel and shall be sent to the Veterinary Division upon request
1030 Mail Service Center, Raleigh, North Carolina 27699-1030 0 [phone]
An Equal Opportunity Affirmative Action Employer

10.Operational reports shall include temperature monitoring during initial facility start-up and follow-
up records that contain either 10 days/month or annual laboratory results of pathogen load testing
11. An application for a permit modification shall be required for changes in facility ownership, an
increase in facility capacity, or any other changes from the stipulations of this permit
12. The Veterinary Division must be immediately notified of any complicating issues involving
animal disease or environmental concerns
13. The State Veterinarian reserves the right to cancel this permit if a specific concern for controlling
animal disease arises, or if any of the aforementioned conditions are not met.
This document shall in no circumstances be interpreted as an endorsement of any specific manufacturer or
type of mortality management system by the State Veterinarian and the Office of the State Veterinarian
does not approve or disapprove the technical or performance standards for specific makes or designs of
equipment.
*Additional requirements and regulations will apply from DENR, Division of Solid Waste Management if
application for off -farm disposition of composted material is requested (see G.S. 130A-309.29 and 15A
NCAC 13B, Section .1400

Version —November 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
a Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should beat least one foot above the seasonal
high water table. Attach burial location map and plan.
El 1:1 Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
aRendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
a A composting system approved and permitted by the NC Department of Agriculture &, Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
ElIn 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).
❑ 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.
Signature of arm Owner/Manager
411,111 t
Signature of 9chnical Specialist
3 zz 1 ZZ
Date
tom(
DatO

Nutrient Management Plan For Animal Waste Utilization
This plan has been prepared for:
R&B Vinson Hog Farm
Russell Vinson
167 Sutton Road
LaGrange, NC 28551
919-778-5223
03-05-2014
This plan has been developed by:
Charlotte Jenkins
NRCS/Wayne SWCD
Wayne Center, Room 104
208 W. Chestnut Street
Goldsboro, NC 2 753 0-4 708
919-734-5281, Ext. 3
Developer 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 which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
Signature (owner) Date
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved : ,
PP B Y
4echnicalecialist Signature Date
---------------------------------- - ---- -
- - - - - - ------------------------------ -
610050 Database Version 4.1 Date Printed: 03-05-2014 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.
----------------------------- -_________________________________ - - --------- ----------------------- - -
Note: In source ID, S means standard source, U means user defined source. ---------------
* Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
610050 Database Version 4.1 Date Printed: 03-05-2014 Source Page 1 of 1

Wayne County FSA
Farm 5587 Tract 5573.
� �fu
B S-
E _
YES d { 1
{
48
1
i
Wetland Determination Identifiers uisaasrter. overland wencifors do not represenr ins sae, shape,
ResMed Use orspeciledeterminnUonofthearea. Rarer layour odginal
delerminsdan (CPA-026 and anachad maps) for end vedaed Acre Crop YE
Vi UmPed Resh9diads pdmdaries and determine tens, or eeldad PROS.
VI Broma ftm Conservalion Com lance Provisions
1 5.0 N
2 6.1 N
�pb;tCxse� onlyTotal Cropland Acres
'A

Wayne County FSA
Farm 5587 Tract 68
Wetland Determination Identifiers Ursdamer,evetionotaerwrw oonaarepresemmesane,snaps,
Restricted Use orspecslcdaierminallonofthowea. Refer to Yew orkjnol
LhaCedResbktiena ddermlrar,(CPM026and apadtadmaps) for and wvlland Acre- Crop
L botmdariea and detenn netiorm or Coated NiCS.
Oceme Rom Conervafion Compllance Pravlalom
7-.
- lap WjFSA p
■
Total Cropland Acres
6.8

R US SELL & BRENDA
I W,rLLi=1,PROP3'RTY Lum BUFFERS
/1'
N '-1
APPlVar. L0CAn0N -l`
(NOT ON ED
BY RUSSiZL)
PLILD
(NOT OWM D
BY RD3SELL)
SPRAY CIRm
' wzTrzr aRrf r
VINSON SWINE FARM
OF Po "it LINES
iAd� 1
'rr
12.48 TOTAL "TTaD' ACRE'
FIELD "B"
2.91 " NETTED" ACRES
emcUr
FIELD so Cps
5.21 "VETTED" ACRES
APPROX. 9140ra - r 80��, Wi�.t, • ,
`1 e.
APPROZ. SISa & LOCATION gOfjs, `7 ;*]
1
FIRLD "SHUTOFF VALVa"
NJrSrING DIA. _ 157.50 PXZT
SPRAY DLlYB'TaR 226.00 PEET
lIE7' DId irETER = 180:00 FAST =- .80 / SPRA Y DLlXRTER 225.00 PEET APPRQI. LOCATION OF ROAD
0 1 2. 3 4 5 6 7 8 9 10
SCALE Feet x 100 FMLD EDGR
PUVP PAD
roe Or SLOPA
PARII ROAD
ZFSO JMLL #1
DIME
25, DIrCB BDFFEB
FIELD "A to
4.37 " 8'E7TED" ACRES
FIELD
L80CS� Dimir gYOT OWNED
L80C`i
LOCAMN
-5787
FEB. 1

RUSSELL and BRENDA VINSON FARMS
Seven Springs Swine Operations
DESIGN CALCULATIONS --SOLID SET IRRIGATION SYSTEM
FOR: ' RUSSELL & BRENDA VINSON -- SEVEN SPRINGS, NC
DESIGNED BY: TOM MARROW, Engineer
Walnut Creek, NC (M) 751-5787
NUMBER OF INDEPENDENT SUB-SYSTEMS/SYSTEM
RISER SECTIONS - STEEL
LATERAL SECTIONS - PVC
MAIN SECTIONS - PVC
PRIMARY SECTIONS (PUMP TO MAINS) - PVC
INTAKE/SUCTION SECTIONS - PVC OR EQUIVALENT
PUMP SIZE PER SUB -SYSTEM - CENTRIFUGAL
MAXIMUM SYSTEM OPERATING PRESSURE
FLOW REQUIRED PER SUB-SYTEM
TOTAL SYSTEM FLOW — ALL SYSTEMS WORKING
MAX. NUMBER OF SIMULTANEOUS HEADS SPRAYING
PIPE DESIGN CALCULATIONS BELOW:
GENERAL DETAILS OF LAYOUT & PLAN
INPUT - NUMBER OF INDEPENDENT SUB-SYSTEMS/SYSTE
SPRINKLER:
INPUT -NO. OF SPRINKLERS IN TOTAL SYSTEM, FULL
INPUT - NO. OF SPRINKLERS 1N TOTAL SYSTEM, PARTIAL
TOTAL SPRINKLERS, E
INPUT - PUMPED FLUID SPECIFIC GRAVITY
CAUD - MAIN SPACING TO SPRAY DIAMETER, "X"
GAUD - LATERAL SPACING TO SPRAY DIAMETER "Y"
CAL'D - MAIN SPACING TO SPRAY DIAMETER, "X"
CAUD - LATERAL SPACING TO SPRAY DIAMETER, "Y"
PIPE COEFFICIENTS
INPUT - PVC DESIGN ROUGHNESS COEFFICIENT 'C' INEW=
INPUT - STEEL DESIGN ROUGHNESS COEFFICIENT 'C' (NEVI
INPUT - PIPE SURGE DESIGN PRESSURE FACTOR /NRCS =. 7
LAGOON
INPUT- LAGOON MAXIMUM FLUID INSIDE TOP WIDTH
INPUT- LAGOON MAXIMUM FLUID INSIDE TOP LENGTH
CRUD - LAGOON SURFACE AREA
CAUD - LAGOON SURFACE AREA
CAUD - LAGOON VOLUME PER INCH OF SURFACE DEPTH
SPRINKLER HEAD SPECS
INPUT- FLOW REQ NIT PER SPRINKLER HEAD
INPUT - PRESSURE REQUIRED AT SPRINKLER
INPUT - SPINKLER SPRAY DIA.
INPUT - EFFECTIVE WETTED DIAMETER/SPRA Y DIAMETER
GAUD - EFFECTIVE WETTED DIAMETER
VINCALALS
2.001
IN. SCH
1 40.00
3.0011N.
CLASS
125.00
4.00
IN . CLASS
125.00
4.00
IN . CLASS
125.00
4.00
IN. CLASS
125.00
9.49
HP EFF
600A
81.32
PSI
120.00
GPM
2 1 HEADS 1 1/2 DIA
1
14.00 360-DEG
7.38 EQUIV 360'S
21.38 360-DEG
1.00 So, RATIO
0.70 RATIO EQUIL
0.61 RATIO 7� TRIANG
157.50 FEET, TYPICAL
136.40 FEET. TYPICAL
150/ 130.00 FACTOR
=100) 80.00 FACTOR
!1 0.67 FACTOR, X 1.49
21Z37 FEET
21Z37 FEET
47,250 SQ. FEET
1.08 ACRES
29,454 GALLONS
60.00 GPM NELSON
70 1 PSI
100
225.00 FEET
112 DIA
NOZZLE
80.00 RATIO
180.00 FEET
Tom Marrow, Engineer (919) 751- 5787 Page 1 of 6 2/16/97

RUSSELL and BRENDA VINSON FARMS VINCAL.XLS
Seven Springs Swine Operations
INPUT - SPRAYER NESTING DIAMETER/SPRAY DIAMETER 70.00 RATIO
CAL'D - NESTING DIAMETER FOR LAYOUT 157.50 FEET
CAL'D - WETTED AREA PER HEAD 25,447 SQ. FEET
CAL'D - WETTED AREA PER HEAD 0.58418 ACRES
CAL'D - SPRINKLER COVERAGE FOR TOTAL SYSTEM 12.49 ACRES
GAUD - SOIL APPLICATION RATE PER SPRINKLER HEAD 0.2269 INCHMOUR
SYSTEM ANALYSIS & CALCULATIONS.
SPRINKLER HEADS (APPLICATORS)
INPUT - MAX. HEIGHT ABOVE PUMP TO GUN NOZZLES 5.0 FEET
CAUD - SPRINKLER FLOW REQUIRED PER HEAD 60 GPM
CAL'D - SPRINKLER PRESSURE REQUIRED PER HEAD 70 PSI
ADJUST EST. PRESS TO MAX PRESS +, TILL OK
OK - TEST
LATERAL SECTIONS (FEEDS RISERS)
INPUT -ESTIMATED MAXIMUM LATERAL PRESSURE
78.00 PSI
INPUT -MINIMUM PIPE NOMINAL DIAMETER TO USE
3.00 INCHES
CAL'D - PVC IPS PLASTIC PIPE
125.00 CLASS
INPUT - NO. OFACTIVE LENGTH OF CRITICAL LATERAL
390.30 FEET
INPUT- NO. OF ACTIVE RISERS PER LATERAL
1 60 GPM
INPUT- NO. OF INA CTIVE RISERS PER LATERAL
5 QTY
CAL'D - FLOW DEMAND PER LATERAL
60.00 GPM
CAL'D - MINIMUM INSIDE DIAMETER PIPE 1@ 5 FT/SECT
2.211 INCHES
CAL'D - PIPE MIN. NOMINAL SIZE DIAMETER --LATERALS
2.501 INCHES
USE - PIPE NOMINAL SIZE DIAMETER -- LATERALS
3.00 IN. CLASS. 125
USE PIPE WITH I.D. =
3.284 INCHES
CAL'D - FLUID VELOCITY, FEET/SEC
2.27 OK FT/SEC
INPUT- NO. OF 'FLOW THRU T-FITTINGS'
5 0.0624 PSI
INPUT- NO. OF `BRANCHING T-FITTINGS'
1 0.0374 PSI
INPUT- NO. OF '4-WAY CROSS FITTINGS
0 0.0000 PSI
INPUT- NO. OF '45-DEG BENDS'
0 0.0000 PSI
Tom Marrow, Engineer (919) 751- 5787 Page 2 of 6 2/16/97

RUSSELL and BRENDA VINSON FARMS
Seven Springs Swine Operations
VINCAL.XLS
INPUT- NO. OF '90-DEG BENDS' 01
0.00001
PSI
CAUD - HEAD LOSS IN LATERAL PIPE 1.311
PSI
CAL'D'- HEAD LOSS IN LATERAL FITTINGS 0.10
PSI
CAUD - TOTAL PIPING HEAD LOSS IN CRITICAL LATERAL 1.41
.PSI
CAUD - ELEVATION HEAD, WORST CONDITION 2.17
PSI
CAL'D - TOTAL HEAD LOSS IN CRITICAL LATERAL 3.57
PSI
CAUD - TOTAL HEAD LOSS IN RISERS 2.48
PSI
(SURGE)
GAUD - HEAD REQUIRED BY SPRINKLER HEAD 70.00
PSI
(PRESS)
CAUD - MAXIMUM PRESSURE IN CRITICAL LATERAL SECTION 76.05
PSI
(113.51)
ADJUST EST. PRESS TO MAX PRESS +, TILL OK OK I
TEST
MAIN SECTIONS (FEEDS LATERALS)
INPUT - ESTIMATED MAXIMUM MAIN PRESSURE 84.00 PSI
INPUT - MINIMUM PIPE NOMINAL DIAMETER TO USE 3.00 INCHES
r
CAUD - PVC IPS PLASTIC PIPE ZS
INPUT - NO. OFACTIVE LENGTH OF MAIN 393.18 FEET
"VI-V1- rvv. A1111vC LA IC ALJ 2 1 ACTIVE LATERALS
CAUD - FLOW DEMAND THRU MAIN SECTION 120 GPM
CAUD - MINIMUM INSIDE DIAMETER PIPE (@ 5 FT/SEC) 3.13 INCHES, I.D.
CAUD - PIPE MIN. NOMINAL SIZE DIAMETER --LATERALS 4.00 INCHES. NOMINAL
USE PIPE NOMINAL SIZE DIAMETER - MAINS 4.00 IN. CLASS
125
CAL'D - USE PIPE WITH 1.D. = 4.154 INCHES, I.D.
CAUD - FLUID VELOCITY, FEET/SEC 2.84 OK
FT/SEC
INPUT- NO. OF'FLOW THRU T-FITTINGS' 1 0.0184
PSI
INPUT- NO. OF 'BRANCHING T FI►TINGS' 1 0.0552
PSI
INPUT- N0. OF 4-WAY CROSS FITTINGS" 6 0.1656
PSI
INPUT- NO. OF'45-DEG BENDS' 1 0.0146
PSI
INPUT- NO. OF'90-DEG BENDS' 1 0.0276
PSI
CRUD - TOTAL HEAD LOSS IN LATERAL SECTIONS 2.81 PSI
CAUD - HEAD LOSS IN MAIN PIPE 1.51 PSI
CAUD - HEAD LOSS IN MAIN FITTINGS 0.28 PSI
CAUD - CUM. TOTAL HEAD LOSS THRU MAIN 4.61 PSI
CAUD - ELEVATION HEAD, WORST CONDITION 2.17 PSI
(SURGE)
CAUD - HEAD REQUIRED BY SPRINKLER HEAD 70.00 PSI
(PRESS)
CAUD - TOTAL PRESSURE IN CRITICAL MAIN SECTION 76.77 PSI
(114.58)
ADJUST EST PRESS TO MAX PRESS +, TILL OK OK I TEST
PRIMARY SECTIONS (FEEDS MAINS FROM PUMP)
INPUT - ESTIMATED MAXIMUM MAIN PRESSURE 84.00 PSI
CAUD - FROM TABLE - TRY PVC IPS PLASTIC PIPE 160.00 CLASS
INPUT - NO. OFACTIVE LENGTH OF PRIMARY 1,053.89 FEET
I"v!-VI -rvv, fl(./I VC IYWgVO ! 7 [ACTIVE MAINS I
INPUT - PUMP DISCHARGE DIAMETER
2.500 INCHES
CAUD - FLOW DEMAND THRU PRIMARY SECTION
120 GPM
*CAL'D - MINIMUM INSIDE DIAMETER PIPE (@ 5 FT/SEC)
3.13 INCHES, L.D.
USE PIPE NOMINAL SIZE DIAMETER - PRIMARY
4.00 IN. CLASS
125
CAUD - USE PIPE WITH I.D. =
4.154 INCHES, I.D.
CAUD - FLUID VELOCITY, FEET/SEC
2.84
OK
FT/SEC
INPUT- NO. OF 'FLOW THRU T-FITTINGS'
1
0.0184
PSI
INPUT- NO. OF 'BRANCHING T-FITTINGS'
2
0.1104
PSI
INPUT- NO. OF'45-DEG BENDS'
2
0.0292
PSI
INPUT- NO. OF'90-DEG BENDS'
3
0.0828
PSI
INPUT- NO. OF 'CHECK VA L VES'
1
0.0920
PSI
INPUT - NO. OF'FLANGED GATE VALVES'
2
0.0152
PSI
INPUT - NO. OF 'SUDDEN EXPANSION' COUPLING
1
0.0201
PSI
INPUT- NO. OF AIR RELIEF VALVE'
1
0.0184
PSI
INPUT- NO. OF 'DRESSER' FLEXIBLE COUPLING
1
0.0184
PSI
INPUT- NO. OF'MISC' COUPLING
3
0.0552
PSI
CAUD - CUM .TOTAL HEAD LOSS THRU MAIN
4.61 PSI
CAUD - HEAD LOSS IN PRIMARY PIPE, PSI
4.06 PSI
CAUD - HEAD LOSS IN PRIMARY FITTINGS,PSI
0.46 PSI
CAUD -CUM .TOTAL HEAD LOSS TO PUMP, PSI
9.12 PSI
Tom Marrow, Engineer (919) 751- 5787 Page 3 of 6 2/16/97

RUSSELL and BRENDA VINSON FARMS VINCAL.XLS
Seven Springs Swine Operations
cA4'D - ELEVATION HEAD, WORST CONDITION
j 2.17
PSI
(SURGE)
CAL'D - HEAD REQUIRED BY SPRINKLER HEAD
70.00
PSI
(PRESS)
CAL'D - TOTAL PRESSURE IN CRITICAL PRIMARY SECTION
81.29
PSI
(121.33)
ADJUST EST. PRESS TO MAX PRESS +, TILL OK
OK
TEST
INTAKE SECTIONS (PUMP SUCTION LINE TO LAGOON)
INPUT - NO. OFACTIVE LENGTH OF INTAKE
70.00 FEET
INPUT - NO. ACTIVE INTAKE LINES
1 QTY
INPUT - PUMP INTAKE DIAMETER
3.000 INCHES
INPUT- NO. ACTIVE PRIMARY LINES TO SERVE
1 QN
GAL'D - FLOW DEMAND THRU INTAKE SECTIONS
120 GPM
CAUD - MINIMUM DIAMETER PIPE (@ 3 FT/SEC (PVC))
4.04 INCHES, I.D.
USE PIPE NOMINAL SIZE DIAMETER --PRIMARY
4.001 IN. CLASS 125
INPUT - USE PIPE WITH ID. =
4.224 1 INCHES
GAUD - FLUID VELOCITY, FEET/SEC
2.741 OK FT/SEC
INPUT - NO. OF "FLOW THRU T-FITTINGS
1 0.0172 PSI
INPUT- NO. OF 'BRANCHING T-FITTINGS'
--No.
0 0.0000 PSI
INPUT OF -45-DEG BENDS-
--NO.
2 0.0273 PSI
INPUT OF '90-DEG BENDS'
0 0.0000 PSI
INPUT - NO. OF FLANGED GATE VALVES"
0 0.0000 PSI
INPUT- N0. OF "SUDDEN REDUCTION' COUPLING
f 0.0048 PS I
INPUT - NO. OF 'PRIMER PUMP' T-COUPLING
1 0.0172 PSI
INPUT - NO. OF 'Y-LATERAL' COUPLING
0 0.0000 PSI
INPUT - NO. OF "DRESSER' COUPLING
1 0.0172 PSI
INPUT- NO. OF 'M1SC' COUPLING
2 0.0344 PSI
CAL'D - HEAD LOSS IN PER INTAKE SECTION
0.25 PSI
CAL'D - TOTAL HEAD LOSS IN INTAKE LINES
0.25 PSI
CAL'D -HEAD LOSS IN MAIN FITTINGS
0.12 PSI
2
Tom Marrow, Engineer (919) 751- 5787 Page 4 of 6 2/16/97

tM.\
RUSSELL and BRENDA VINSON FARMS
Seven Springs Swine Operations
FA
VINCAL.XLS
CAUD - SYSTEM PUMP FLUID POWER DEMA 1:I30% EFF. 5.69
HP
INPUT - PUMP EFFICIENCY JEST. FROM PUMP CHART 60.00
% EFF.
CAUD - TOTAL SYSTEM RATED PUMP POWER REQ'D 9.49
HP
PUMPING SCHEME ANALYSIS PER SUB -SYSTEM:
INPUT -NUMBER OF PUMPS TO USE PER INDEPENDENT SYSTEM I
PUMPS
FOR PUMPS IN SERIES:
CAUD - FLOW DEMAND PER PUMP 120.00
GPM
0.27
CU FT/SEC
27.25
CU M/HR
CAL'D - PRESSURE DEMAND PER PUMP 81.32
PSI
187.81
FEET
57.251
METERS
CAL'D-- SYSTEM PUMP FLUID POWER DEMAND @ 100% EFF. 5.691
HP, EACH
FOR PUMPS IN PARALLEL:
CAUD - FLOW DEMAND PER PUMP 120.00
GPM
0.27
CU FT/SEC
27.25
CU M/HR
CAUD - PRESSURE DEMAND PER PUMP 81.32
PSI
187.81
FEET
57.25
METERS
CAUD - SYSTEM PUMP FLUID POWER DEMAND @ 100% EFF. 5.69
HP, EACH
PUMP SELECTION
INPUT - SCHEME J1 FOR SERIES! 12 FOR PARALLEL! t
SELECTION
CAUD - REQUIRED QUANTITY OF PUMPS TO USE 1
SERIES
CAL'D - FLOW DEMAND PER PUMP 120.00
GPM
CAUD - PRESSURE DEMAND PER PUMP 187.81
FEET
CAUD - NPSHa (NET POSITIVE SUCTION HEAD) 21.10
FT, AVAIL.
INPUT FROM PUMP SELECTION CHARTS & SPECS:
INPUT -MANUFACTURER GOULD
irvrvi — i rrt CENTRIFUGAL
INPUT— MODEL NUMBER 13656 S-GROUP
INPUT — DESCRIPTION CODES I SAL RF_AR
rnrr-uI - Zir<t
1.5 x 2-8, ODP j
INPUT — IMPELLER DIAMETER
6 314 1 INCH DIA
INPUT — RATED RPM
35001 RPM
INPUT — ELECTRICAL VOLTAGE
1151230 IVOLTS
INPUT'- ELECTRICAL PHASE
SINGLE or THREE
INPUT — HORSEPOWER
10.00 HP
INPUT — ELECTRICAL MOTOR FRAME
SEE PUMP SELECTION CHART
INPUT — MOTOR/PUMP.EFF/C/ENCY
68
%
INPUT— PUMP SUCTION PORT DIAMETER
2.00
INCH
INPUT — PUMP DISCHARGE PORT DL4METER
1.50
INCH
INPUT — PUMP PORT FITTINGS TYPE
THREADED
INPUT — PUMP PRODUCT ORDERING CODE N/A
ORDER
THRUST BLOCKS*
INPUT — SOIL ALLOWABLE BEARING PRESSURE 1,000
LB./SQ. FT.
FOR LATERAL SECTIONS, USE:
PIPE DIAMETER OF SECTION (1) 3.001
IN. DIA.
MAX. PRESSURE OF SECTION 76.051
PSI
DEAD END or TEE (2) 0.75
SQ FT BRG
90-DEGREE (3) 1.06
SQ FT ERG
Tom Marrow, Engineer (919) 751- 5787
Page 5 of 6
2/16197

RUSSELL and BRENDA VINSON FARMS VINCAL.XLS
Seven Springs Swine Operations
45-DEGREE (4)l
0.57
1 0.291
SQ FT BRG
SO FT BRG
22.5-DEGREE (5)
FOR MAIN SECTIONS, USE:
PIPE DIAMETER OF SECTION (1)
4.001
IN. DIA.
MAX. PRESSURE OF SECTION
76.77
1 PSI
DEAD END or TEE 12)
1.24
SQ FT BRG
90-DEGREE (3)
1.77
SQ FT BRG
45-DEGREE 14)
0.95
SQ FT BRG
22.5-DEGREE 151
0.48
SQ IT BRG
FOR PRIMARY SECTIONS, USE:
PIPE DIAMETER OF SECTION (1)
4.00
IN. DIA.
MAX. PRESSURE OF SECTION
81.29
PSI
DEAD END or TEE (2)
1.32
SQ FT BRG
90-DEGREE 131
1.87
SQ FT BRG
45-DEGREE (4)
1.01
SQ FT BRG
22.5-DEGREE (5)
0.51
SQ FT BRG
• TO BE USED AT ALL UNDERGROUND PIPE CHANGES IN DIRECTION
RISER PADS
INPUT- PIPE DEPTH BELOW GROUND
24.00
INCHES
CAL'D - RISER HEIGHT ABOVE GROUND
36.00
INCHES
CAL'D -TOTAL DISTANCE FROM LATERAL TO TOP OF GUN
60.06
INCHES
CAL;D - RISER NOMINAL SIZE (STEEL PIPE)
2.00
INCHES
NOM.
CAL'D - RISER O.D. (STEEL PIPE)
2.38
INCHES
O.D.
INPUT - BACKFILL USEABLE BRG PRESS, % OF NATURAL SOIL
75 %
% USEABLE
CAL'D - USABLE BACKFILL SOIL BEARING PRESSURE
750
LB./SQ. FT.
L-ARM
CAL'D - FORCE ON PAD FROM RISER THRUST (90 DEG TO RISER)
452
LBS
60.00
CAL'D - PIPE AGAINST SOIL RESISTING FORCE
297
LBS
12.00
CAL'D - FORCE TO BE RESISTED BY RISER PAD
980
LBS
24.00
CAL'D - RISER PAD LATERAL BEARING AREA REQUIRED
1.311
SO. FT.
DEPTH REQUIRED FOR 12" X 12" SQUARE PAD X
15.69
INCH THK
DEPTH REQUIRED FOR IS" X IS" SQUARE PAD X
10.46
INCH THK
DEPTH REQUIRED FOR 24" X 24" SQUARE PAD X
7.84
INCH THK
DEPTH REQUIRED FOR 30" X 30" SQUARE PAD X
6.27
INCH THK
DEPTH REQUIRED FOR 36" X 36" SQUARE PAD X
5.23
INCH THK
<--USE
DEPTH REQUIRED FOR 42" X 42" SQUARE PAD X
4.48
INCH THK
DEPTH REQUIRED FOR 48" X 48" SQUARE PAD X
3.92
INCH THK
DEPTH REQUIRED FOR 54" X 54" SQUARE PAD X
3.49
INCH THK
DEPTH REQUIRED FOR 60" X 60" SQUARE'PAD X
3.14
INCH THK
(END OF PRINTED ENGINEERING DESIGN CALCULATIONS)
Tom Marrow, Engineer (919) 751- 5787 Page 6 of 6 2/16197

RUSSELL BRENDA RUSSELL FARMS
Seven Springs Swine Operations
VINWET.XLS
WASTE WATER APPLICATION PLAN DATA -- SOLID SET
PROTECT THE ENVIRONMENT AT ALL TIMES
RUSSELL & BRENDA VINSON FARMS - SEVEN SPRINGS, NC.
TOM MARROW,'
-Engineer
Walnut Creek, NC
LAGOON DRAWDOWN CALCULATIONS:
[phone]
NUMBER OF ACTIVE HEADS PER SETUP
2
GUNSIMSERS
(IMPORTED DATA)
(REFERENCE DISTRIBUTION LAYOUT PLAN)
DISCHARGE VOLUME PER HEAD 1
60.00
GPM
(IMPORTED DATA)
(REFERENCE DESIGN CALCULATIONS)
TOTAL DRAWDOWN/APPLICATION RATE
120.00
GPM
WETTED AREA PER FULL HEAD 360 Dri
0.5842
ACRES
(IMPORTED DATA)
TOTAL SPRAY FIELD AREA
12.5
TOTAL ACRES
LAGOON VOLUME PER INCH OF SURFACE DEPTH
29,454
GALLONS
(IMPORTED DATA)
TIME REQUIRED PER LAGOON -INCH OF DRAWDOWN
4.09
HOURS AT
120.00
GPM MAX DRAWDOWN/APPLICATION
RATE
DISTRIBUTION PER LAGOON -INCH OF DRAWDOWN 1
2,364.98
GALLONS/ACRE
DISTRIBUTION RATE PER LAGOON -INCH OF DRAWDOWN
0.09
INCHES TO SOIUACRE
DRAWDOWN APPLICATION ANALYSIS:
AT 100% EFFICIENCY
INPUT - PROOUCTIV/T1' =
83.00%
DRAWDOWN REQ'D
DRAWDOWN
VOLUME
SOIL APPLICATION RATE
TIME REQUIRED
JAPPLYING
EFFECT. APPLICATION
EXPECTED
TIME
1
INCH
29,454
GALLONS
0.09
INCHIACRE
4.09
HOURS AT
120.00
GPM
99.60
GPM
4.93
HOURS
2
INCH
58,909
GALLONS
0.17
INCHIACRE
8.18
HOURS AT
120.00
GPM
99.60
GPM
9.86
HOURS
3
IN
88,363
GALLONS
0.26
INCHIACRE
12.27
HOURS AT
120.00
GPM
99.60
GPM
14.79
HOURS
4
INCH
117,817
GALLONS
0.35
INCHIACRE
16.36
HOURS AT
120.00
GPM
99.60
GPM
79.72
HOURS
5
INCH
147,272
GALLONS
0."
INCHIACRE
20.45
HOURS AT
120,00
GPM
99.60
GPM
24.64
HOURS
6
INCH
176.726
GALLONS
0.52
INCHIACRE
24.55
HOURS AT
120.00
GPM
99.60
GPM
29.57
HOURS
7 1
INCH
2O6.181
GALLONS
0.61
JINCHIACRE
28.64
HOURS AT
120.00
GPM
99.60
GPM
34.50
HOURS
8
INCH
235,635
GALLONS
0.70
1 INCHIACRE
32.13
HOURS AT
120.00
GPM
99.60
GPM
39.43
HOURS
9
INCH
265,089
GALLONS
0.78
INCHIACRE
36.82
HOURS AT
120.00
GPM
99.60
GPM
44.36
HOURS
10
INCH
294,544
GALLONS
0.87
INCHIACRE
40.91
HOURS AT
120.00
GPM
99.60
GPM
49.29
HOURS
DO NOT EXCEED AADWA170N RATE
SUITABLE
FOR SOK TYPE & CONDITIONS
DATA FOR APPLICATION OF WASTEWATER
TO SOIL:
2
GUNS - CHOOSE S✓ PARA 7E LA T014LS
I I CHOOSE SAKAR
RUNNI/YG TIMES FOR EACH
HEAD LOCATION
WETTED ARC
PARTIAL
WETTED
SOIL APPLICATION RATE/ACRE
BY RISER
APPLICATION
TIME. IN
MINUTES, TO DRAWDOWN
LAGOON IBASED ON
USING ALL
RISERS ONCE)
LATERAL
RISER
DEGREES
FACTOR
ACRES
INCHIHOUR
MINUTEIINCH
MIN/100TH
1 INCH
2INCH
3INCH
4INCH
5INCH
6INCH
7INCH
8INCH
9INCH
10INCH
123
34.17%
0-. "98-
0.6642
90.33
0.90
7.9
15 7
23.6
31.5
39.3
47.2
55.1
62.9
70.8
78.7
A
02
230
63.89%
0.3732
0.3552
168.91
1.69
14.7
29.4
44.1
58.8
73.6
88.3
103.0
117.7
132.4
147.1
A
03
360
100.00%
0.6842
0.2269
264.38
2.64
23.0
46.1
69.1
92.1
715.1
136.2
16L2
184.2
207.2
230.3
A
04
360
100.00%
0.5842
0.2269
264.38
2.64
23.0
46.1
69.1
92.1
175.1
138.2
161.2
184.2
207.2
230.3
A
05
360
100.00%
0.5842
0.2269
264.38
2.64
23.0
46.1
69.7
92.1
115.1
138.2
161.2
184.2
207.2
230.3
A
06
360
100.00%
0.5842
0.2269
264.38
2.64
23.0
46.1
69.1
92.1
115.1
136.2
161.2
184.2
207.2
23D.3
A
07
360
100.00%
0.5842
0:2269
264.38
2.64
23.0
46.1
69.1
92.1
116.1
136.2
167.2
184.2
207.2
230.3
A
08•
329
91.39%
0.5339
0.2483
241.62
2.42
21.0
42.1
63.1
84.2
105.2
126.3
147.3
168.3
189.4
210.4
92
25.56%
0.8880
67.56
0.68
5.9
1
11.8
17.7
22.5
29.4
35.3
41.2
1 47.1
53.0
58.8
667-e
46
Be.27.22%
8@c
0.8337
71.97
0.72
6.3
12.5
18.8
251
31.3
37.6
439
50.1
56.4
62.7
bczc_&6_�r
84
23.33%
4L4963-
0.9726
61.69
0.62
5.4
10.7
16.1
21.5
26.9
32.2
37.6
43 0
46.4
53.7
B
02
247
08.61%
0.4008
0.3308
181.40
1.81
16.8
31.6
47.4
63.2
79.0
94.8
710.6
126.4
142.2
158.0
B
03
360
100.00%
0.5842
0.2269
264.38
2.64
23.0
46.1
69.1
92.1
115.1
138.2
161.2
184.2
207.2
1 230.3
B
04
314
87.22%
0.5095
0.2602
230.60
2.31
20.1
40.2
60.3
80.3
100.4
120.5
740.6
160.7
180.8
1 200.8
B
05
360
100.00%
0.5842
0.2269
264.38
2.64
23.0
461
69.1
92.1
7751
138.2
161.2
1 184.2
1 207.2
1 230.3
B
06
215
59.72%
0.3489
0.3800
157.90
1.58
13.8
27.5
47.3
55.0
68.8
22.5
96.3
110.0
123.8
13ZS
B
07
215
59.72%
0.3489
0.3800
157.90
1.58
13.8
27.5
41.3
55.0
68.8
82.5
96.3
110.0
123.8
137.5
TOM MARROW, Engineer [phone] Page 1 of 2 2/14/97

HEAD LOCATION 1
WETTED ARC
DEGREES
PARTIAL
FACTOR
100.00%
WETTED
ACRES
0.5842
0.5842
SOIL APPLICATIOfi
INCH/HOUR MIN
0.2269
0.2269
0.2269
0.4255
LATERAL I
RISER
C
01
360
C
02
360
100.00%
C
03
360
100.00%
0.5842
C
04
192
53.33%
0.3116
C
05
360
100.00%
0.5842
0.5842
0.2269
0.2269
C
06
360
100.00%
C
07
217
60.28%
0.3521
0.3765
C
C
08
09
360
360
100.00%
100.00%
0.5842
0.5842
0.2269
0.2269
C
10
279
77.50%
0.4527
0.2928
TOTALS
27
------
------
12.45 9.59 5
0.4613 1 0.3550
HOURS USING SINGLE GM
HOURS PER SETUP USIN
AVERAGE
284.26
78.96%
RUSSEUL BRENDA RUSSELL FARMS VINWET.XLS
Seven Springs Swine Operations
TOM MARROW, Engineer (9191751-5787
2/14/97
Page 2 of 2

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ)
EMERGENCY MANAGEMENT SERVICES (EMS)
SOIL AND WATER CONSERVATION DISTRICT (SWCD)
NATURAL RESOURCES CONSERVATION SERVICE (NRCS)
COOPERATIVE EXTENSION SERVICE (CES)
r c '
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort
to ensure that this does not happen. This plan should be posted in an accessible
location for all employees at the facility. The following are some action items you should
take.
1. Stop the release of wastes. Depending on the situation, this may or may not be possible. Suggested
responses to some possible problems are listed below.
A. Lagoon overflow - possible solutions are:
a) Add soil to berm to increase elevation of dam.
b) Pump wastes to fields at an acceptable rate.
c) Stop all flow to the lagoon immediately.
d) Call a pumping contractor.
e) Make sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include:
a) Immediately stop waste application.
b) Create a temporary diversion to contain waste.
c) Incorporate waste to reduce runoff.
d) Evaluate and eliminate the reason(s) that.cause the runoff.
e) Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers - action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Close valves to eliminate further discharge.
d) Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators - action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Make sure siphon occurs.
d) Stop all flow in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks -
possible action:
a) Dig a small sump or ditch from the embankment to catch all seepage, put in a submersible
pump, and pump back to lagoon.
b) If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil.

c) Have a professional evaluate the condition of the side walls and the lagoon bottom as soon
as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone #, After hours,
emergency number: [phone]. Your phone call should include: your name, facility
number, telephone number, the details of the incident from item 2 above, the exact
location of the facility, the location or direction of the movement of the spill, weather and
wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice / technical assistance phone number.
If none of the above works call 911 or the Sheriff's Department and explain your problem to
them and ask the person to contact the proper agencies for you.
Contact the contractor of your choice to begin repair or problem to minimize offsite damage.
a. Contractors Name: maws
b. Contractors Address:
c. Contractors Phone: ci 10 a- 5-- j c
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name:
b. Phone:
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify
the damage, repair the system, and reassess the waste management plan to keep
problems with release of wastes from happening again.

Operator:RUSSELL VINSON County: WAYNE Date: 7-;Zs.'91
Distance to nearest residence (other than owner): `0we feet
'
1. STEADY STATE LIVE WEIGHT
p
sows
(farrow to finish)
x
1417
|bs. =
0
\bs
0
sows
(farrow to feeder)
x
522
|bs. =
0
|bs
1440
head
(finishing only)
x
135
|bs. =
194400
|bs
0
sows
(farrow to wean)
x
433
}bs. =
0
|bs
0
head
(wean to feeder)
x
30
|bs. =
0
\bs
TOTAL STEADY STATE
LIVE
WEIGHT
(SSLW) =
194400
)bs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 194400 \bs. SSLW x Treatment Vo|ume(CF)/ib. SSLW
Treatment Vo|ume(CF)/|b. SSLW= 1 CF/|b. SSLW
Volume = 194400 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION ^Je��
Vo|ume = 0.0 cubic feet ^' ���` mk�`'
&fip*aVe4
4. TOTAL DESIGN VOLUME
Inside top.length 220.0 feet ; Inside top width 200.0 feet
Top of dike at elevation 50.5 feet
Freeboard 1.0 feet ; Side slopes 2.5 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation 49.5 feet
Bottom of lagoon elevation 40.5 feet
Seasonal Nigh water table elevation 44.5 feet
Total design volume using prismoidai formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
2.5 2.5 2.5 2.5 215.0 195.0 9.0
AREA OF TOP
LENGTH * WIDTH =
215.0 195.0
AREA OF BOTTOM
LENGTH * WIDTH =
170.0 150.0
41925.0 (AREA OF TOP)
25500.0 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
192.5 172.5 132825.0 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
41925.0 132825.0 25500.0 1.5
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 300375 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
220.0 200.0 44000.0 square feet
Buildings (roof and lot water)
Length * Width =
0.0 0.0 0.0 square feet
TOTAL DA 44000.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 194400 Lbs. SSLW * CF of Waste/Lb./Day * 180 days
Volume = 47474 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing f|oors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Vo\ume =
0.0
gallon;/day *
180 days stora8e/7.48 gallons
per CF
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 =
7.0 inches
Volume =
7.0
in * DA / 12 inches per
foot
Volume = 25666.7
cubic feet

5D. Volume of 25
year - 24
hour
storm
Volume =
7.0
inches
/ 12 inches per foot * DA
Volume =
25666.7
cubic
feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 47474 cubic feet
5B. 0 cubic feet
5C. 25667 cubic feet
5D. 25667 cubic feet~
TOTAL 98807 cubic feet
6. SUMMARY
Total required volume 293207 cubic feet -
Total design volume avail. 300375 cubic feet
'
Min. req. treatment volume plus s)udSe accumulation 194400 cubic fee
At elev. 46.5 feet ; Volume is. 183600 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 274708 cubic feet
At elev. 48.8 feet ; Volume is 271527 cubic feet. (start pumpinS>
Seasonal high water table elevation 44.5 feet
7. DESIGNED BY: APPROVED BY: 1WO '
DATE: � DATE: -; /
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
�r

: U: S, Department of Agriculture NC-ENG-34
Soil Conservation Service September 1980
File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner �'" f / - �A �� County 1�
Community or Group No. Conservation Plan No..
Estimated Depth of Water to Top of Dam /0 Ft. Length of Flood Pool 2 2n Ft.
Date of Field Hazard Investigation 1p
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
Est..Elev. . St. evation
Kind. of :Improvements: of Breach
Reach: Length: Width: Slope: Land Use : Improvements ;Flood Above
e- :Flo dwaterlabove
Plan: Flooin
Ft. Ft. % . ., Ft. Ft.
1
2 .
3 -
Describe potential for loss of life and damage toexistingor probable future downstream
improvements from a sudden breach Moge - Fe- -
f P
Hazard Classification.of Dam a b,. c) (see NEM-Part 520.21)
Dam Classification (I, II, 91 IV, V)
Date % 26 �
By — f o
name tit e
Date
Concurred By title
name
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
2
f

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

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

• Practice water conservation --- minimize building water usage and spillage from
leaking waterers, broken pipes and washdown through proper maintenance ' and
water conservation.
• Minimize feed wastage and spillage by keeping feeders adjusted. This will reduce
.the amount of solids entering the lagoon.
Management:
• Maintain lagoon liquid level between the permanent storage level and the full
temporary storage level.
• Place visible markers or stakes on the lagoon bank to show the minimum liquid level
and the maximum liquid level. (Figure 2-1).
• Start irrigating at the earliest possible date in the spring based on nutrient
requirements and soil moisture so that temporary storage will be maximized for the
summer thunderstorm season. Similarly, irrigate in the late.summer I early fall to
provide maximum lagoon storage for the winter.
• The lagoon liquid level should never be closer than 1 foot to the lowest point of the
dam or embankment.
• Don not pump the lagoon liquid level Lower than the permanent storage level unless
you are removing sludge.
• Locate float pump intakes approximately 18 inches underneath the liquid surface and
as far away from the drainpipe inlets as possible.
• Prevent additions of bedding materials, long-stemmed forage or vegetation, molded
feed, plastic syringes, or other foreign materials into the lagoon.
Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
Maintain strict vegetation, rodent, and varmint control near lagoon edges.
• Do not allow trees or large bushes to grow on lagoon dam or embankment.
• Remove sludge from the lagoon either when the sludge storage capacity is full or
before it fills 50 percent of the permanent storage volume.
• If animal production is to be terminated, the owner is responsible for obtaining and
.implementing a closure plan to eliminate the possibility of a pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:
5

The application of sludge will Increase the amount of odor at the waste application site.
Extra precaution should cbe used. to oncern of neighbors.
bservethe wind direction and other conditions
which could increase the o
Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the ndrbreach
Types of failures include leakage through the bottom or sides, vertopp g,
of the dam. Assuming proper design and construction, the owner has the responsibility
for ensuring structure safety. items which may lead to lagoon failures include: _
Modification of the lagoon structure -- an example is the placement of a pipe in the
dam without proper design and construction. (Consult an expert in lagoon design
before placing any pipes in dams.)
• Lagoon liquid levels -- high levels are a safety risk.
• Failure to inspect and maintain the dam.
• Excess surface water flowing into the lagoon.
• Liner integrity -- protect from inlet pipe scouring, damage during sludge removal, or
rupture from lowering lagoon liquid level below groundwater table.
NOTE: if lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam.
Once
possible dam damage lu estaff, it can quickly cause a large
discharge of wastewater a

ROY COOPER
t;ovrmor
MICHAELS. REGAN
sorry
LINDA CULP'EPPER
Director
NORTH CAROLINA
Environmental Quality
February 27, 2019
Russell Vinson
R&B Vinson Hog Farm
167 Sutton Rd
La Grange, NC 28551
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available
at https://deg.nc. _ ov bout/divisions/water-resources/water-qualitv,-regional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure flour continued coverage under the State Non -Discharge General Permits You must submit an application for
permit coverage to the Division. Enclosed You will find a "Request for . Certificate of Cov rave Facility Currently Covered by an
Ex iring State Non -Discharge General Permit." The application form must be completed. signed and returned b April 3. 2019.
Please note that you must include one 1 copy of the Certified Animal Waste Mana ement Plan CAWMP with the
m leted and si ned application form. A list of items included in the CAWMP can be found on page 2-of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc (w/o enclosures): Washinwon Regional Office, Water Quality Regional Operations Section
Wayne County Soil and Water C9jien•ation Di&trict
AFOG Section Central Files - AWS966115
Maxwell Foods LLC
t North Caa��:rtaDepat:reatofEnvr€nraenta,Qua.:yI DvsonofWater Resources
r+ 512 N. Sa'ebtrry St. 1 1636• h?a'" Bence Center I Ra:e:gh, North Carte' sa 276 -less
1?.7D7. O

The table shown below provides a summary ofthe 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
5573
1 B2
5.01
0.40
N/A
Kenansville
Hybrid Bermudagrass Pasture
5.5 Tons
Small Grain Overseed
1.0 Tons
5573
1 B3
5.01
0.58
N/A
Kenansville
H brid Bermudagrass Pasture
5.5 Tons
Small Grain Overseed
1.0 Tons
5573
1 B4
5.01
0.51
N/A
Kenansville
Hybrid Bermudagrass Pasture
5.5 Tons
Small Grain Overseed
1.0 Tons
5573
1 B5
5.011
0:58
N/A
Kenansville
Hybrid Bermudagrass Pasture
5.5 Tons
Small Grain Overseed
1.0 Tons
5573
1 B6
5.01
0.35
N/A
Kenansville
hybrid Bernudagrass Pasture
5.5 Tons
Small, Grain Overseed
1.0 Tons
5573
1 B7
5.01
0.35
N/A
Kenansville
Hybrid Bermudagrass Pasture
5.5 Tons
Small Grain Overseed
1.0 Tons
5573
2 A2
6.12
0.37
N/A
Lumbee
H brid Bermudagrass Pasture
4.5 Tons
Small Grain Overseed
1.0 Tons
5573
2 A3
6.12
0.58
N/A
Lumbee
Hybrid Bermudagrass Pasture
4.5 Tons
Small Grain Overseed
1.0 TO
5573
2 A4
6.12
0.58
N/A
Lumbee
Mrbrid Bermudagrass Pasture
4.5 Tons
Small Grain Overseed
1.0 Tons
5573
2 A5
6.12
0.58
N/A
Lumbee
Hybrid Bermudagrass Pasture
4.5 Tons
Small Grain Overseed
1.0 Tons
5573
2 A6
6.12
0.58
N/A
Lumbee
Hybrid Bermudagrass Pasture
4.5 Tons
Small Grain Overseed
1.0 Tons
5573
2 A7
6.12
0.58
N/A
Lumbee
Hybrid.Bermudagrass Pasture
4.5 Tons
Small Grain Overseed
1.0 Tons
5573 N
2 A8
6.12
0.53
N/A
Lumbee
Hybrid Bermudagrass Pasture
4.5 Tons
Small Grain Overseed
1.0 Tons
6806
1 Cl
6.81
0.58
N/A
Kenansville
Hybrid Bermudagrass Pasture
5.5 Tons
Small Grain Overseed
.1.0 Tons
6806
1 C10
6.81
0.45
N/A
Lakeland
Hybrid Bermudagrass Pasture
4.0 Tons
Small Grain Overseed
1.0 Tons
6806
1 C2
6.81
0.58
N/A
Kenansville
Hybrid Bnnudagrass Pasture
5.5 Tons
610050 Database version 4.1 Date Printed 3/5/2014
NOTE: Symbol * means user entered data.
PCs Page 1 of 2

Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
Small Grain Overseed
1.0 Tons
6806
1 C3
6.811
0.58
N/A
Kenansville
Hybrid Bermudagrass Pasture
5.5 Tons
Small Grain Overseed
1.0 Tons
6806
1 C4
6.81
0.31
N/A
Kenansville
Hybrid Bermudagrass Pasture
5.5 Tons
Small Grain Overseed
1.0 Tons
6806
1 C5
6.81
0.58
N/A
Kenansville
Hybrid Bermudagrass Pasture
5.5 Tons
Small Grain Overseed
1.0 Tons
6806
1 C6
6.81
0.58
N/A
Kenansville
Hybrid Bermudagrass Pasture
5.5 Tons
Small Grain Overseed
1.0 Tons
6806
1 C7
6.81
0.35
NIA
Kenansville
Hybrid Bermudagrass Pasture
5.5 Tons
Small Grain Overseed
1.0 Tons
6806
1 C8
6.81
0.58
N/A
Kenansville
Hybrid Bermudagrass Pasture
5.5 Tons
Small Grain Overseed
1.0 Tons
6806
1 C9
6.81
0.58
N/A
Lakeland
Hybrid Bermudagrass Pasture
4.0 Tons
Small Grain Overseed
1.0 Tons
PLAN TOTALS: 141.00 11.81
LI
Potential Leaching
Technical Guidance
Low potential to contribute to soluble
None
2
nutrient leaching below the root zone.
>= 2 &
\$oderate potential to contribute to
Nutrient Management (590) should be planned.
<=10
soluble nutrient leaching below the root
Zone.
High potential to contribute to soluble
Nutrient Management (590) should be planned. Other conservation practices that improve
nutrient leaching below the root zone.
the soils available water holding capacity and improve nutrient use efficiency should be
> 10
considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations
(328), Long -Term No -Till (778), and edge -of -field practices such as Filter Strips (393) and
Riparian Forest Buffers (391).
610050 Database Version 4.1 Date Printed 3/5/2014
PCs Page 2 of 2
NOTE: Symbol * means user entered data.

The Waste Utilization table shown below summarizes the waste utilization ,plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields ofthe crops to be grown, their nutrientrequirements,
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 ofthe 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
Source
Total.
Use,
Year 1
Applic.
M"en
PA
Nutrient
Req'd
(lbs/A)
Comm
Fert.
Nutrient
Applied
abs/A)
Res.
(lbs/A)
Applic.
Manim
PA
Nutrien
Applied
(ibs/A)
Tract
Field
ID
Soil Series
Acres
Acres
Crop
RYE
Period
N
N
N
Method
N
5573
1 B2
S7
Kenansville
5.01
0.40
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
202
0
0
Irrig.
20
5573
1 B2
S7
Kenansville
5.01
0.40
1 Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
5
5573
1 B3
S7
Kenansville
5.01
0.58
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
202
0
0
Irrig.
20:
5573
1 B3
S7
Kenansville
5.01
0.58
Small Grain Overseed
1.0 Tons
10/1-3/31
50.
0
0
Irrig,
51
5573
1134
S7
Kenansville
5.01
0.51
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
202
0
0
Irrig.
20:
5573
1 B4
S7
Kenansville
5.01
0.51
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
51
5573
1 B5
S7
Kenansville
5.01
0.58
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
202
0
0
Irrig.
20'
5573 1
1 B5
S7
Kenansville
5.01
0.58 1
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
5(
5573
1 B6
S7
Kenansville
5.01
0.35
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
202
U
0
Irrig.
20,
5573
1 B6
S7
Kenansville
5.01
0.35
Small Grain Overseed
I.0 Tons
10/1-3/31
50
0
0)
Inig.
5t
5573
1 B7
S7
Kenansville
5.01
.0.35
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
202
0
0
Irrig.
20:
5573
1 B7
S7
Kenansville
5.01
0.35
Small Grain-Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
R
5573
2 A2
S7
Lumbee
6.12
0.37
Hybrid Bermudagrass Pasture
4.5 Tons
3/1-9/30
146
0
0
Irrig.
W
5573
2 A2
S7 jLumbee
6.12
0.37
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0.
Irrig.
SC
5573
2 A3
S7
Lumbee
6.12
0.58
Hybrid Bermudagrass Pasture
4.5 Tons
3/1-9/30
146
0
0
Irrig.
14C
5573
2 A3
S7
Lumbee
6.12
0.58
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irri¢,
5C
Liquid
Solid
Liquid
Solid
ManureA
Manure
Manure
Manure
pplied
(acre)
Applied
(acre)
Applied
(Field)
Applied
(Field)
1000
gal/A
Tons
1000 gals
tons
>- 112.07
0.00
44.92
0.00
0.00
27.74
0.00
11.12
>. 112.07
0.00
65.47
0.00
0.00
27.74
0.00
16.21
0.00
112.07
0.00
57.10
0.00
27.74
0.00
14.13
0.00
112.07
0.00
65.47
0.00
27.74
0.00
16.21
0.00
112.07
0.00
39.10
0.00
27.74
0.00
9.68
112.07
0.00
39.10
0.00
27.74
0.00
9.68
0.00
81.00
0.00
30.23
0.00
0.00
27.74
0.00
10.35
0.00
E27.740.00
0.00
47.32
0.00
16.21
610050 Database Version 4.1 Date Printed: 3/5/2014 WUT Page 1 of 3

Waste Utilization Table
Source
Tract
I Field
ID I Soil Series
5573
2 A4
S7 umbee
5573
2 A4
S7 Lumbee
5573
2 AS
S7 umbee
5573
2 A5
S7 umbee
5573
2 A6
S7 Lumbee
5573
2 A6
S7 umbee
5573
2 A7
S7 umbee
5573
2 A7
S7 Lumbee
5573
2 A8
S7 Lumbee
5573
2 A8
S7 Lumbee
6806
1 Cl
S7 Kenansville
6806
1 C1
S7 enansville
6806
1 C10
S7 Lakeland
6806
1 C10
S7 Lakeland
6806
1 C2
S7 Kenansville
6806
1 C2
S7 nansville
6806
1 C3
S7 enansville
6806
1 C3
S7 Kenansville
6806
1 C4
S7 enansville
6806
1 C4
S7 Kenansville
6806
1 C5
87 Kenansville
6806
1 C5
S7 lKenansville
610050 Database Version 4.1
Total
Use.
Acres
Acres Crop
6.12
0.58 Hybrid Bermudagrass Pasture
6.12
0.58 Small Grain Overseed
6.12
0.58 Hybrid Bermudagrass Pasture
6.12
0.58 Small Grain Overseed
6.12
0.58 Hybrid Bermudagrass Pasture
6.12
0.58 Small Grain Overseed
6.12
0.58 Hybrid Bermudagrass Pasture
6.12
0.58 Small Grain Overseed
6.12
0.53 Hybrid Bermudagrass Pasture
6.12
0.53 Small Grain Overseed
6.81
0.58 Hybrid Bermudagrass Pasture
6.81
0.58 Small Grain Overseed
6.81
6.45 Hybrid Bermudagrass Pasture
6.81
0.45 Small Grain Overseed
6.81
0.58 Hybrid Bermudagrass Pasture
6.81
0.58 Small Grain Overseed
6.81
0.58 Hybrid Bermudagrass Pasture
6.81
0.58 Small Grain Overseed
6.81
0.31 Hybrid Bermudagrass Pasture
6.81
0.31 Small Grain Overseed
6.81
0.58 Hybrid Beimudagrass Pasture
6.81
0.58 Small Grain Overseed
Date Printed: 3/5/2014
litrogen Cantu I Res.
PA Fert. (lbs/A
lutrient Nutrient
Req'd Applied
Applic.
RYE Period
N
4.5 Tons 3/1-9/30
146
1.0 Tons 10/1-3/31
50
4.5 Tons 3/1-9/30
146
1.0 Tons 10/1-3/31
50
4.5 Tons 3/1-9/30
146
1.0 Tons 10/1-3/31
50
4.5 Tons 3/1-9/30
146
1.0 Tons 10/1-3/31
50
4.5 Tons 3/1-9/30
146
1.0 Tons 10/1-3/31
50
5.5 Tons 3/1-9/30
202
1.0 Tons 1011-3/31
50
4.0 Tons 3/1-9/30
150
1.0 Tons 10/1-3/31
50
5.5 Tons 3/1-9/30
202
1.0 Tons 10/1-3/31
50
5.5 Tons 3/1-9130
202
1.0 Tons 10/1-3/31
50
5.5 Tons 3/1-9/30
202
1.0 Tons 10/1-3/31
50
5.5 Tons 3/1-9/30
202
1.0 Tons 10/1-3/31
50
Manure
Liquid j Solid
Liquid
Solid
PA
ManManure
Manure
Manure
Nutrient
Applied
I ohtueApplied
(acre) (ate)
Applied
Applied
Pie
pbs/A)
1d
�)
(Field)
Applic.
1000
N
N Method
iv gal/A
Tons
1000 gals
tons
0
0 Irrig.
146 81.00
0.00
47.32
0.0
0
0 brig•
50 27.74
0.00
16.21
0.01
0
0 Irrig.
146 81.00
0.00
47.24
0.01
0
0 Irrig.
50 27.74
0.00
16.18
0.0(
0
0 Irrig.
146 81.00
0.00
47.32
0.06
0
0 Irrig.
50 27.74
0.00
16.21
0.00
0
0 Irrig.
146 81.00
0.00
47.32
0.00
0
0 Irrig.
50 27.74
0.00
16.21
0.00
0
0 brig.
146 81.00
0.0
43.25
0.00
0
0 Irrig:
50 27.74
0.00
14.81
0.00
0
0 Wig.
202 112.07
0.00
65.47
0.00
0
0 Irrig.
50 27.74
0.00
16.21
0.00
0
0 Mig.
150 83.22
0.00
37.67
0.00
0
0 fig•
50 27.74
0.00
12.56
0.00
0
0 lrrig•
202 112.07
0.00
65.47
0.00
0
0 Irrig.,
50 27.74
0.00
16.21
0.00
0
0 fig•
202 112.07
0.00
65.47
o.00
0
0 Irrig.
50 27.74
0.00
16.21
0.00
0
0 Irrig.
202 112.07
0.00
34.92
0.00
0
0 Irrig.
50 27.74
0.00
8.64
0.00
0
0 irr'ig.
202 112.07
0.00
65.47
0.00
0
0 fig•
50 27.74
0.00
16.21
0.00
WUT Page 2 of 3

Utilization Table
Source
Tract
Field
ID
Soil Series
6806
1 C6
S7
Kenansville
6806
1 C6
S7
Kenansville
6806
1 C7
S7
Kenansville
6806
1 C7
S7
Kenansville
6806
1 C8
S7
Kenansville
6806
1 C8
S7
enansville
6806
1 C9
S7
Lakeland
6806
1 C9
S7
Lakeland
Total I Use
Acres
Acres I Crop
6.81
0.58 Hybrid Bermudagrass Pasture
6.81
0.58 Small Grain Overseed
6.81
0.35 Hybrid Bermudagrass Pasture
6.81
0.35 Small Grain Overseed
6.81
0.58 Hybrid Bermudagrass Pasture
6.81
0.58 ISmall Grain Overseed
6.81
0.58 Hybrid Bermudagrass Pasture
6.81
0.58 Small Grain Overseed
Notes: 1. In the tract column, - symbol means leased, otherwise, owned.
610050
Database Version 4.1
D
NO
en
N
v
PA I Fort.
Nutrient Nutrient
Req'd Applied
Applic.
RYE
Period
N N
5.5 Tons
3/1-9/30
202 0
1.0 Tons
10/1-3/31
50 0
5.5 Tons
3/1-9/30
202 0
1.0 Tons
10/1-3/31
50 0
5.5 Tons
3/1-9/30
202 0
1.0 Tons
10/1-3/31
50 0
4.0 Tons
3/1-9/30 1
150 0
1.0 Tons
10/1-3/31
50 0
2. Symbol * means user entered data.
Date Printed: 3/5/2014
Res.
!bs/A)
Manure I
PA
Nutrient
Applied
(lbs/A)
Liquid Solid
ManureA Manure
pplied Applied
(acre) (acre)
I Liquid
Manure
Applied
(Field) .
Solid
Manure
Applied
(Field)
Applic.
1000
N
Method
N
gal/A
Tons
1000 gals
tons
0
Irrig.
202
112.07
0.00'
65.47
0.0
0
brig.
50
27.74
0.00
16.21
0.0
0
Irrig.
202
112.07
0.0 . 01
39.46
0.0
0
Irrig.
50
27.74
0.00
.9.77
0.0
0
Irrig.
202
112.07
0.00
65.47
0.01
0
Irrig.
50
27.74
0.00
16.211
0.01
0 Irrig. 150 83.22 0.00 48
0 1 brig. 1 501 27.741 0.00 16
Total Applied, 1000 gallons 1,502
Total Produced, 1000 gallons 1,334
Balance, 1000 gallons -167.
Total Applied, tons
Total Produced, tons
Balance, tons
WUT Page 3 of 3

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in
runoff. This table provides the maximum application rate per hour that may be applied to each field selected to
receive wastewater. It also lists the maximum application amount that each field may -receive in anyone application
event.
Irrigation Application Factors
610050 Database Version 4.1 Date Printed 3/5/2014 IAF Page 1 of 1
NOTE: Symbol * means user entered data.

MAR 2 6 Z019
ADMENDMENT TO VVUP "
Narrative
Mr. Russell Vinson is installing 1 Rotary Drum Composters for Mortality Management at
his swine operation. The number of swine at this operation is 1,440 finishing.. This
operation will produce approximately 538.8 pounds of N per year. Based on composted
swine mortality from swine finishing farms, approximately 40 tons per year (wet basis) is
common for the broadcast application method. This would be approximately 538.8 Lbs
of PAN expected from the composter to be land applied.
The operation has a surplus of land to apply nutrients on. This compost will be analyzed
and land applied at agronomic rates. The 538.8 pounds of PAN produced by this
composter will be recorded on the Dry Litter Application Field Record forms. The
amount of N applied from. this composter will be deducted from the total N budgeted for
the area where it is applied.
The waste utilization plan dated 11/23/04 has a PAN deficient of 5681bs. The total
amount of N produced from composter per year is 538.8 lbs.
If there are any questions concerning this plan, please contact NRCS or Wayne Soil &
Water Conservation District at 919-734-5281, extension 3.
3
l�tissell Vinson Date Technical pecialist Date
1 -I G

The following Lagoon Sludge Nitrogen Utilization table provides an estimate ofthe number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source, the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application ofthe 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.
Sludge Nitrogen Utilization Table
Maximum
Crop. PA-N Rate
lb/ac
1 120 bu
6 ton R.Y.E.
Soybean 40 bu
150
300
160
Maximum Sludge
Application Rate Minimum Acres Minimum Acres
1000 gal/ac 5 Years Accumulation 10 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
14.691
16.18
29.38
8.09
15.67
15.16
----------------------------- — ___
610050 Database Version 4.1 Date Printed: 03-05-2014
32.35
16.18
30.33
Minimum Acres
15 Years Accumulation
48.53
24.26
45.49
------------------------------
Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate ofthe number of days of storage
capacity available at the end of each month ofthe plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume_ in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity ofthe 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.
Source Name 1 Swine Feeder -Finish
Start Date 9/1
180
Plan Year Month Available Storage Capacity (Days)
1 1
1 28
2 31
1 3
1 31
4 162
1 5
1 131
1 � 149
1 8
1 180
9 150
1 10
1 146
11 116
1 12
* a Ca aci 85
Available Storage Capacity is calculated as of the end of each month.
------------------------ --- - _
-------------------------------------------------
610050 Database Version 4.1 Date Printed: 03-05-2014 Capacity 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 laud 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 providedgrass 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).
610050 Database Version 4.1 Date Printed: 3/5/2014 Specification Page 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for.salt damage from animal waste should also be
considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1,1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1,1995,
shall not be applied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
610050 Database Version 4.1 Date Printed: 3/5/2014 Specification Pane 2

15. Animal waste shall not be. diseharged into surface waters, drainageways,
or Iwetlands by a discharge or by over -spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
wa
waste shall not be applied on grassed waterys that discharge directly
into water courses, and on other grassed waterways, waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs,. etc.).. Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed. and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. H 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.
--------------------------------------------------------------- --- __ - ----------------------------------------------------------------------------
610050 Database Version 4.1 Date Printed: 3/5/2014 Specification Page 3

22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where waste products are applied. Nitrogen
shall be the rate -determining nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five
(5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
-----------------------------------------------------------------------------------------------
610050 Database Version 4.1 Date Printed: 3/5/2014 Specification Paize 4

Crop Notes
The following crop note applies to field(s): 2 A2, 2 A3, 2 A4, 2 A5, 2 A6, 2 A7, 2 A8
Small Grain: CP, Mineral Soil, low -leachable
In the Coastal Plain, oats and barley should be planted. from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February -Marc. h.
The following crop note applies to field(s): 1 B2, 1 B3, 1 B4, 1 B5,1 B6, 1 B7, 1 Cl, 1 C2, 1 C3, 1 C4, 1
C5, 1 C6, 1 C7, 1 C8
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential: Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February -March.
-----------------------------------------------------------------------------------------------------------------------------------------------------
610050 Database Version 4.1 1 Date Printed:' 03-05-2014 Crop Note Page 1 of 3

The following crop note applies to field(s): 1 C10, 1 C9
Small Grain: Coastal Plain, Mineral Soil, highly leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and. conditions. Apply no more
than 301bs/acre N at planting. Phosphorus recommended by a soil test report can also be applied at this
time. The recommended rate of potash should be split with 1/2 applied at planting and the other 1/2
applied when the N is topdressed in the Spring. The remaining N should be applied during the months of
February -March. The total N needed is dependent on the soil type. Apply sulfur at the rate of 5 lbs/acre at
planting and another 20 lbs/acre with the topdress N. Plant samples can be analyzed during the growing
season to monitor the nutrient status of the oats, barley and rye. Timely management of diseases, insects
and weeds are essential for profitable oat, barley and rye production.
The following crop note applies to field(s): 2 A2, 2 A3, 2 A4, 2 A5, 2 A6, 2 A7, 2 A8
Bermudagrass CP, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 1001b/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
-------------------------------------------------------------------------------------------------------------------
610050 Database Version 4.1 Date Printed: 03-05-2014 CropNote Page 2 of 3

The following crop note applies to field(s): 1 B2, 1 B3, 1 B4, 1 B5, 1 B6,.1 B7, 1 Cl, 1 C2, 1 C3, 1 C4, 1
C5, 1 C6, 1 C7, 1 C8
Bermudagrass: CP, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 1001b/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): 1 C 10, - 1 C9
Bermudagrass: CP, Mineral Soil, Well Drained to Excessively Drained
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5 optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of.lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Sulfur will be needed on
deep sands with high leaching. Apply 60 to 100 lb/ac N in the establishment year in split applications in
April and July. For established stands apply 180 to 240 lb/ac N annually in split applications, usually in
April and following the first and second hay cuts. For better soils the N rate can be increased to 300
lb/ac. Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and
Utilization of Pastures and Forages in North Carolina. for more information or consult your regional
agronomist or extension agent for assistance.
610050 Database Version 4.1 Date Printed: 03-05-2014 Crop Note Page 3 of 3

Insect Control Checklist for. Animal Operations
Source Cause BMPs to Control Insects Site Specific. Practices
Flush gutters • Accumulation of solids
Flush system,is designed and operated sufficiently
to remove accumulated solids from gutters as
designed
Remove bridging of accumulated solids at
Lagoons and pits • Crusted solids Maintain lagoons; settling basins and pits where
pest breeding is apparent to minimize :the crusting
of solids to a depth of no more than 6 to 8 inches
over more than30 percent of surface
Excessive vegetative • Decaying vegetation Maintain vegetative control along banks of
growth lagoons and other impoundments to prevent
Feeders
• Feed spillage
accumulation of decaying vegetative matter along
water's edge on impoundment's perimeter.
7-Design, operate, and maintain feed systems
(e.g., bunkers and troughs) to minimize the
accumulation of decaying wastage
�ay
lean up spillage on a routine basis (e.g., 7- to 10-
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 S ecific Practices
Feed storage Accumulations of feed O 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 stora = e as needed
Animal holding areas Accumulations of animal O Eliminate low areas that trap moisture along fences
wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal
O Maintain fence rows and filter strips around .animal
holding areas to minimize accumulations of wastes
Dry manure handling • Accumulations of animal 0
systems wastes
(i.e.; inspect for and remove or break up
accumulated solids as needed)
Remove spillage on a routine basis (e.g.,
7- to 10-day interval during summer; 15- to 30-day
interval during winter) where manure is loaded for
land application or disposal
Provide for adequate drainage around manure
stockpiles
O Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and manure
handling areas as needed
w i
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
Source Cause. BMPs to Minimize Odor Site Specific Practices
Farmstead • Swine production
Vegetative or wooded buffers
l Recommended best management practices
)Pk Good judgment and common sense
Animal body
• Dirty manure -covered
Dry floors
surfaces
animals
Floor surfaces
• Wet manure -covered floors
Slotted floors
X Waterers located over slotted floors
O Feeders at high end of. solid floors
O Scrape manure buildup from floors
O Underfloor ventilation for drying
Manure collection
• Urine
Frequent manure removal by. flush, pit recharge,
pits
• Partial microbial
or scrape
decomposition
Underfloor ventilation
Ventilation exhaust
• Volatile gases
Fan maintenance
fans
• Dust
Efficient air movement
Indoor surfaces
Dust
Washdown between groups of animals
O Feed additives
O Feeder covers
Feed delivery downspout extenders to feeder
covers
Flush tanks
Agitation of recycled lagoon
O Flush tank covers
liquid while tanks are filling
O Extend fill lines to near bottom of tanks with
anti -siphon vents
Flush alleys Agitation during wastewater iR Underfloor flush with underfloor ventilation
conveyance
AMOC - November 11, 1996, page 1.

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Pit recharge points Agitation of recycled lagoon 0 Extend recharge lines to near bottom of pits with
liquid while pits are filling anti -siphon vents
Lift stations •
Outside drain •
collection or junction
boxes
Agitation during sump tank
filling and drawdown
Agitation during wastewater
conveyance
End of drainpipes • Agitation during wastewater
at lagoon conveyance
Lagoon surfaces • Volatile gas emissions
• Biological mixing.
• Agitation
Irrigation sprinkler • High pressure agitation
nozzles . Wind drift
Storage tank or • Partial microbial
basin surface decomposition
• Mixing while.filling
• Agitation when emptying
0 Sump tank covers
O Box covers
O Extend' discharge point of pipes underneath
lagoon liquid level
Proper lagoon liquid capacity .
Correct lagoon startup procedures
Minimum surface area -to -volume ratio
Minimum agitation when pumping
O Mechanical aeration
O Proven biological additives
Irrigate on dry days with little or no wind
jM�,Minimum recommended operating pressure
)S� Pump intake near lagoon liquid surface
O Pump from second -stage lagoon
O Bottom or midlevel loading
O Tank covers
O Basin surface mats of solids
O Proven biological additives or oxidants
AMOC - November 11, 1996, page 2

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Settling basin surface Partial microbial 0 Extend drainpipe outlets underneath liquid level
decomposition 0 Remove settled solids regularly
• Mixing while filling
• Agitation when emptying
Manure, slurry, or
sludge spreader
outlets
Uncovered manure,
slurry, or sludge on
field surfaces
• Agitation when spreading
• Volatile gas emissions
Volatile gas emissions while
drying
Dead animals • Carcass decomposition
Dead animal disposal • Carcass decomposition
pits
Incinerators • Incomplete combustion
Standing water • Improper drainage
around facilities . Microbial decomposition of
organic matter
0 Soil injection of slurry/sludges
0 Wash residual manure from spreader after use
0 Proven biological additives or oxidants
0 Soil injection of slurry/sludges
0 Soil incorporation within 48 hours
O Spread in thin uniform layers for rapid drying
0 Proven biological additives or oxidants
G4 Proper disposition of carcasses
0 Complete covering of carcasses in burial pits
O Proper location/construction of disposal pits
X
Secondary stack burners
Grade and landscape such that water drains away
from facilities
Manure tracked onto Poorly maintained access Farm access road maintenance
public roads from roads
farm access
AMOC - November 11, 1996, page 3.

Additional Information:
Swine Manure Management; .0200 RuleBMP Packet
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge— Lagoon Treatment; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Flush— Lagoon Treatment; EBAE 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
Controlling Odors from Swine Buildings; PIH-33
Environmental Assurance Program; NPPC Manual
Options for Managing Odor; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings
Available From:
NCSU, County Extension Center
NCSU— BAE
NCSU— BAE
NCSU— BAE
NCSU— BAE
NCSU— BAE
NCSU— Swine Extension
N.C. Pork Producers Assoc.
NCSU Agricultural Communications
Florida Cooperative Extension
AMOC - November 11, 1996, page 4