310035_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: 31-0035 Certificate Of Coverage Number: AWS310035
2. Facility Name: Waters Farm 1-5 M&M Rivenbark
3. Landowner's Name (same as on the Waste Management Plan): Mumhv-Brown LLC
4. Landowner's Mailing Address: PO Box 856
City: Warsaw State: NC Zip: 28398-0856
Telephone Number: 910-293-3434 Ext. E-mail: kraigwesterbeeknmumhvbrownllc coin
5. Facility's Physical Address: Sr 1117
City: Magnolia State:
6. County where Facility is located: Du lin
7. Farm Manager's Name (if different from Landowner):
g. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"):
10. Operator Name (OIC): James Derek Brown
11. Lessee's Name (if there is not a Lessee, write "None"):
NC
Michael Norris
910-289-2111 Ext.
Murphy -Brown LLC
Phone No.: 910-289-2111
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine - Wean to Finish 12,308
Operation Types:
Swine
Cattle
Dry Poultry
Wean to Finish
Dairy Calf
Non Laying Chickens
Wean to Feeder
Dairy Heifer
Laying Chickens
Farrow to Finish
Milk Cow
Pullers
Feeder to Finish
Dry Cow
Turkeys
Farrow to Wean
Beef Stocker Calf
Turkey Pullet
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Wet Pauli"
Gilts
Other
Non Laying Pullet
Other
Layers
Zip: 28453
OIC #: 19632
Other Types
Horses - Horses
Horses - Other
Sheep- Sheep
Sheep - Other

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)
\'.S l`�1
Design Freeboard
'Redline"
(Inches)
M&M RIVENBARK 2748
',O J
S Y\k. •(
Ll 17,952.00
a),Lo k9r50
WATERS 1-22627
536,549.00
' 1 , ; •..�-,
l\'.
U
WATERS 3,4,53141C�4.
681,351.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWNIP) 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:
L The most recent Waste Utilization Plan (WUP), signed by 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.
Nate: In accordance with NC 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: LJU� Title:,
Signature: 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

Animal Waste Management Plan Certification
(Please type or print all information that does not require a signature)
General Information:
Name of Farm: Waters 1.5, M&M Rivenbark Farms Facility No: 31-35
Owner(s) Name: Murphy Brown, LLC Phone No: 910-293-3434
Mailing Address: P.O. Box 859 Warsaw, NC 28398
Farm Location: County Farm is located in: Duplin
Latitude and Longitude: 34 52' 55" / 78 08' 52° Integrator: _Murphy Brown
Please attach a copy of a county road map with location identified and described below (Be specific: road
names, directions, milepost, etc.): _Take SR 1003 to Magnolia, Go .5 mil & bear left onto SR 1119 for .5 mile At
Stop sign turn left & oo .5 mile and turn riaht onto SR 1117 !Bonham Rdt (in 9 A milwq Waror¢ t x.9 is nn loft %Aln+er�
on the right lust before the
Operation Descrlotlon
Type of Swine No. Of Animals Typo of Poultry No. of Animals Type of Cattle No. of Animals
ED Wean to Feeder 0 Layer E-1 Dairy
Feeder to Finish Q Pullets Beef
Farrow to Wean
0 Farrow to Feeder
0 Farrow to Finish
O--'Wean to Finish 12,308
0 Gilts
Acreage Available for Application: 114.01 Required Acreage: 114.01
Number of Lagoons / Storage Ponds: 3 Total Capacity: Cubic Feet (U)
Are subsurface drains present on the farm: Yes or No (please circle one)
If YES: are subsurface drains present in the area of the LAGOON or SPRAY FIELD (please circle one)
iif#f#1ff11ff111X!!R!}#f*Yff4Riffllf#1411111RRR*R*tiff#ffff YYYff Yfflf*1ff RRRR#X#fYY#fY#YfY#*RXRXRf IffiRf*f*4i4 Y4f Y#RRRRFRRR#1f1Rf#X1fR
Owner / Manager Agreement
I (we) verity that all the above information is correct and will be updated upon changing. I (we) understand the operation and
maintenance procedures established in the approved animal waste management plan for the farm named above and will Implement
these procedures. I (we) know that any expansion to the existing design capacity of the waste treatment and storage system or
construction of new facilities will require a new certification to be submitted to the Division of Environmental Management before the
new animals are stocked. I (we) understand that there must be no discharge of animal waste from the storage or application system
to surface waters of the state either directly through a man-made conveyance or from a storm event less severe than the 25 - year,
24 - hour storm and there must not be run-off from the application of animal waste. I (we) understand that run-off of pollutants from
lounging and heavy use areas must be minimized using technical standards developed by the Natural Resources Conservation
Service. The approved plan will be filed at the farm and at the office of the local Soil and Water Conservation District. I (we) know
that any modification must be approved by a technical specialist and submitted to the Soil and Water Conservation District prior to
implementation. A change in land ownership requires written notification to DEM or a new certification (if the approved plan is
changed) within 60 days of a title transfer.
Name of Land Owner: WurphX Ikown, LLC
Signature: Date:
Name of Manager liffiKWent from owner):
Signature: • Date
AWC-- August 1, 1997

Technical Specialist Certification
I. As a technical specialist designated by the North Carolina Soil and Water Conservation Commission
pursuant to 16A NCAC 6F .0005. 1 certify that the animal waste management system for this farm named
above has an animal waste management plan that meets or exceeds standards and specifications of the
Division of Environmental Management (DEM) as specified in 15A NCAC 2H.201 and the USDA -Natural
Resources Conservation Service (NRCS) and/or the North Carolina Soil and Water Conservation
Commission pursuant to 15A NCAC 2H.0217 and 15A NCAC 6F .0001.0005. The fallowing elements are
included in the plan as applicable. While each category designates a technical specialist who may sign each
certification (SD, SI, WUP, RC, 1), the technical specialist should only certify parts for which they are
technically competent.
It. Certification of Design
A) Collection. Storage Treatment System
Check the propriate box
Rr Existing facility without retrofit (SO or WUP)
Storage volume is adequate for operation capacity: storage capability consistent with waste
utilization requirements.
L7 New, expanded or retrofitted facility (SD)
Animal waste storage and treatment structures, such as but not limited to collection systems,
lagoons and ponds, have been designed to meet or exceed the minimum standards and
specifications.
Name of Technical Specialist (Please Print): Toni W. King
Affiliation Murphy -Brown, LLC Date Work Completed:
Address (Agency): P.O. Box 856, Warsaw, NC 2839E Phone No.: [phone]
Signature:, , l_Date: S-3' 7-0itI
B) Land Application Site (WUP)
The plan provides for minimum separations (buffers); adequate amount of land for waste utilization;
chosen crop is suitable for waste management hydraulic and nutrient loading rates.
Name of Technical Specialist (Please Print): Toni King
Affiliation Murphy -Brown, LLC Date Work Completed:
Address (Agency): P.O. Box 856 Warsaw, NC 2839E Phone No._(910) 293-3434
Signature: (_:A_Date: S - 3 - Zo 13
C) Runoff Controls from Exterior Lots
Check the appropriate box
Q Facility without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
O Facility with exterior lots (RC)
Methods to minimize the run off of pollutants from lounging and heavy use areas have been
designed in accordance with technical standards developed by NRCS.
Name of Technical Specialist (Please Print): Toni W. King
Affiliation Murphy -Brown, LLC Date Work Completed:
Address (Age cy): P.O. Box 856, Warsaw, NC 2839E Phone No.: [phone]
Signature: 1}, . �G..c . Date: 5 -3 - 2a11
AWC-- August 1, 1997

D). Application and Handling Equipment
Check t appropriate box
Existing or expanding facility with existino waste application equipment (WUP or 1)
Animal waste application equipment specified in the plan has been either field calibrated or
evaluated in accordance with existing design charts and tables and is able to apply waste as
necessary to accommodate the waste management plan: (existing application equipment can cover
the area required by the plan at rates not to exceed either the specified hydraulic or nutrient loading
rates. A schedule for timing of applications has been established; required buffers can be
maintained and calibration and adjustment guidance are contained as part of the plan).
❑ New, expanded or existing facility without existing waste application equipment for spray irrigation
(1)
Animal waste application equipment specified in the plan has been designed to apply waste as
necessary to accommodate the waste management plan: (proposed application equipment can
cover the area required by the plan at rates not to exceed either the specified hydraulic or nutrient
loading rates; a schedule for timing of applications has been established: required buffers can be
maintained: calibration and adjustment guidance are contained as part of the plan).
E3 New, expanded or existino facility without existing waste application. equipment for land soreadin
not using spray irrigation. (WUP or 1)
Animal waste application equipment specified in the plan has been selected to apply waste as
necessary to accommodate the waste management plan: (proposed application equipment can
cover the area required by the plan at rates not to exceed either the specified hydraulic or nutrient
loading rates: a schedule for timing of applications has been established; required buffers can be
maintained: calibration and adjustment guidance are contained as a part of the plan).
Name of Technical Specialist (Please Print)
Affiliation Murphy -Brown, LLC
Address (Agency): P.O. Box 856, Warsaw, IN
Signature:
E) Odor Control Insect Control Mortality a(
Toni W. King
Date Work Completed:
Phone No.: [phone]
Date:
St. WUP RC or 1)
The waste management plan for this facility includes a Waste Management Odor Control Checklist,
an Insect Control Checklist, a Mortality Management Checklist and an Emergency Action Plan.
Sources of both odors and insects have been evaluated with respect to this site and Best
Management Practices to Minimize Odors and Best Management Practices to Control Insects have
been selected and included in the waste management plan, Both the Mortality Management Plan
and the Emergency Action Plan are complete and can be implemented by this facility.
Name of Technical Specialist (Please Print): Toni W. King
Affiliation Murphy -Brown, LLC Date Work Completed:
Address (Age y): P.O. Box 856, Warsaw, NC 28391 Phone No.: [phone]
Signature: ,' )CL ,..%,- . we Date:
F) Written Notice of New or Expanding Sw ee F11 m
The following signature block is only to be used for new or expanding swine farms that begin
construction after June 21, 1996. If the facility was built before June 21, 1996, when was it
constructed or last expanded
I (we) certify that I (we) have attempted to contact by certified mail all adjoining property owners and
all property owners who own property located across a public road, street or highway from this new
or expanding swine farm. The notice was in compliance with the requirements of NCGS 106-805.
A copy of the notice and a list of property owners notified is attached.
Name of Land Owner:
Signature: Date:
Name of Manager (if different from owner):
Signature: Date
AWC -- August 1, 1997

Ill. Certification of Installation
A) Collection Storage Treatment Installation
New expanded or retrofitted facility (SI)
Animal waste storage and treatment structures, such as but not limited to lagoons and ponds, have
been installed in accordance with the approved plan to meet or exceed the minimum standards and
specifications.
For existing facilities without retrofits, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation Date Work Completed:
Address (Agency): Phone No.:
Signature: Date:
B) Land Application Site (W UP)
Check the appropriate box
(The cropping system is in place on all land as specified in the animal waste management plan.
Conditional Approval: all required land as specified in the plan is cleared for planting: the
cropping system as specified in the waste utilization plan has not been established and the owner
has committed to establish the vegetation as specified in the plan by (month/day/year);
the proposed cover crop is appropriate for compliance with the waste utilization plan.
Also check this box if appropriate
If the cropping system as specified in the plan can not be established on newly cleared
land within 30 days of this certification, the owner has committed to establish an interim
crop for erosion control:
Name of Technical Specialist (Please Print): Toni W. Kin
Affiliation Murphy -Brown, LLC Date Work Completed:
Address (Age cy): P.O. Box 8 6, Warsaw, NC 2839f Phone No. (910 293-3434
Signature: � Date:
_S � —Ls� t7
This following signature block is only to be used when the box for conditional approval in III. B
1 (we) certify that I (we) have committed to establish the cropping system as specified in my (our) waste
utilization plan, and If appropriate to establish the interim crop for erosion control, and will submit to DEM a
verification of completion from a Technical Specialist within 15 calendar days following the date specified in the
conditional certification. I (we) realize that failure to submit this verification is a violation of the waste
management plan and will subject me (us) to an enforcement action from DEM.
Name of Land Owner:
Signature:
Name of Manager (if different from owner):
Signature:
AWC --August 1, 1997

C) Runoff Controls from Exterior Lots (RC)
Facility with exterior lots
Methods to minimize the run off of pollutants from lounging and heavy use area have been installed
as specified in the plan.
For facilities without exterior lots, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation Date Work Completed:
Address (Agency): Phone No.:
Signature: Date:
D) A lication and Han lin E ui ment Installation (WUP or 1)
Check the appropriate b/e k
Animal waste application and handling equipment specified in the plan is on site and
ready for use; calibration and adjustment materials have been provided to the owners
and are contained as part of the plan.
Animal waste application and handling equipment specified in the plan has not been
installed but the owner has produced leasing or third party application and has provided
a signed contract: equipment specified in the contract agrees with the requirements of
the plan: required buffers can be maintained: calibration and adjustment guidance
have been provided to the owners and are continued as part of the plan.
0 Conditional approval: Animal waste application and handling equipment specified in
the plan has been purchased and will be on site and installed by
(month/day/year); there is adequate storage to hold the waste until the equipment is
installed and until the waste can be land applied in accordance with the cropping
system contained in the plan; and calibration and adjustment guidance have been
provided to the owners and are contained as part of the plan.
Name of Technical Specialist (Please Print): Toni W. Kin
Affiliation Murphy -Brown LLC Date Work Completed:
Address (Agency): P.O. Box 856, Warsaw, NC 2839f Phone No.: 910 293.3434
Signature: Date:
The following signature block is only useN when the box for conditional approval In III D above
I (we) certify that I (we) have committed to purchase the animal waste application and handling equipment as
specified in my (our) waste management plan and will submit to DEM a verification of delivery and installation
from a Technical Specialist within 15 days following the date specified in the conditional certification. I (we)
realize that failure to submit this verification is a violation of the waste management plan and will subject me (us)
to an enforcement action from DEM.
Name of Land Owner
Signature: Date:
Name of Manager (if different from owner):
Signature: Date
E) Odor Control Insect Control and Mortalltv Manaaement (SD SI WUP. RC or I)
Methods to control odors and insects as specified in the Plan have been installed and are operational. The
Name of Technical Specialist (Please Print): Toni W, King
Affiliation Mur h -Brown, LLC Date Work Completed:
Address (Agency): P.O. Box 856, Warsaw, NC 2839E Phone No.: 910 293.3434
Signature: Date:
AW C -- August 1, 1997

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

Murphy -Brown, LLC 6/26/2015 2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
NUTRIENT UTILIZATION PLAN
Grower(s):
Farm Name:
Murphy -Brown, LLC
Waters 1-5 M&M Rivenbark AWS310035
Count : Du lin
Permit Capacit
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Wean to Finish 12308
Feeder to Finish
Gilts
Boars
Storage Structure: Anaerobic L
Otorage Period:
Application Method:
>180 days
Irrigation
agoon
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen.
Either of these conditions may result in runoff to surface waters which is not allowed
under DWR regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1of11

This plan is based on the waste application method shown above. If you choose to change
methods in the future, you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. In some cases you may want to have plant analysis made, which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan, if carded out, meets the requirements for compliance with 15A NCAC
21-1.0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, f13, tons, etc.):
Ca clt
TWaste
Produced per AnimalTotal
Farrow to Wean
3203 gaVyr
galyr
Farrow to Feeder
3861 galtyr
al! r
9 y
Farrow to Finish
10478 gaVyr
galtyr
12308
Wean to Feeder
Wean to Finish
191 gaVyr
gal/yr
Feeder to Finish
776 gaVyr
9.551,008 gal/yr
Gilts
927 gaVyr
galyr
Boars
1015 gaVyr
gal/yr
2959 allyr
galtyr
Total
9,551,008 galtyr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
Nitrogen Produced rAnimal Total
o Wean
Feeder
3.84 Ibs/yr
6.95 Ibs/yr
Ibs r
Farrowo Finish
7Wean
18.66 Ibs/yr
Ibs/yr
Ibs/yr
yr
Feeder
0.34 Ibs/yr
Ibs
Finish
1A Ibs/yr
17,231 Ibstyr
o Finish
1.67 Ibstyr
Ibs/ r
yrs
ts
1.83 Ibs/ r
y
Ibstyr
5.33 Ibsl r
Ibstyr
Total
17,231 Ibstyr
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage: 123.53
Total N Required 1st Year: 27116.43
Total N Required end Year: 23290.31
Average Annual Nitrogen Requirement of Crops: 25,203.37
Total Nitrogen Produced by Farm: 17,231.20
Nitrogen Balance for Crops: (7,972.17)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2 of 11

Reception Area Specifications Year f of a 2 year erap rotation
Tract Field Irrigated Soil 1st Crop Time to 1st Crop tat Crop Lbs N/Ac Lips N Total Ibe N
_ Areea Type Code A Yield lips WUnn Residual /Ac Utilized
2nd Crop Tfine m 2ntl Crop 2rq Crop Lbs N/Ae LW N Total Iba N
Code I Vleld Ibe WUnit Residual /Ac UtUizod
Total
Lbs IUAe
w
ToIbs N
Utilized
waters a-5
warm 3d
Werers 3-5
cadets rat
waters tat
Wders1a2
warms tat
lag
wdnn ta
wwen lag
wders tat
waters lag
Wd.nlw
wden m2
wren 1a2
Waters 192
M&M/RB
M&MIRB
M8M/RB
M&M/RB
M&NVRB
M&M/RS
warera>5
waxers 3-s
MBNVRe
waxen 3s
Waxen 35
walnrn lag
Waters tat
Waters tat
waters lag
waters 35
1
2
1
1t
12
13
14
16
17
18
19
20
21E
21 W
22E
22W
23
24
25
26
27
28
31
32
subevi42l2e
subnem 1.2
wblela P1
suba.0 16-19.20
subkl4 t9,21EW,22EW
suMel413,14
zubneN n.12
subnele 3t,]2
5.11
t99
30.94
3.53
0.9
3.06
24
4.19
3.45Waters
4.35
1.66
5.06
6.27
2.57
6.06
1,63
4.6
2.85
1 46
4,39
1 3.89
2.22
2.04
1,13
3.51
1.8
3,16
273
2.53
1.27
1.4
1.38
Aut ilk
Aut ilk
Goltlsboro
Aut vilk
Aut ilk
Au[ vilk
Norfolk
Norfolk
Norfok
1 Norfolk
1 Norfolk
Norfolk
Norfolk
Norfolk
Blanton
Blanton
Blanton
Goksboro
Goksbom
Blanton
Aut ilia
Aut ille
Blanton
Aul ilia
Goldsboro
Norfolk
Nodolk
AutryWhe
Aut vilk
Au vilk
D
D
D
O
O
O
O
0
C
1 O
I C
C
C
C
D
D
D
D
D
D
D
D
D
D
D
0
C
O
O
D
Feb 15-Ju
Feb tS-Ju
Feb 15-Jun
A r-Se t15
A -Se t15
-Se t15
A -Se 15
-Se t15
Mar-Selpt
1 A r-$e tl 51
I Mar -Sept
Mar -Se t
Mar -Sal
Mar -Set
Feb 15-J.
Feb 15-Ju
Feb 15-Jun
Feb 15-Junel
Feb 15-J.
Feb 15-Ju
Fab 15-Jun
Feb 15-Jun
Feb 15-Jun719
Fe0 15-Jun
Feb 15-Jun
Apr -Se t15
Mar -Sat
A -Se t15
rvSe IV25.0
Feb 15-Jun
102.0
t02.0
156.0
250
25.0
25.0
..
35.0
35.0
6.5
35.0
1 6.5
6.5
6.5
1 65
710
71.0
71.0
156.0
156.0
71.0
1020
102.0
1U2.0
156.0
35.0 1
6,5
25.0
102.0
1.02
1.02
0.95
3.98
3.88
3.98
..
3.91
3.91
46
1 3.91
1 46
46
46
1 46
0.99
0.99
0.99
1 0.95
1 0.95
0,99
1.02
1.02
0.99
1.02
0Is
3.91
46
3.98
398
1,02
15
75
t5
1
1
15
15
15
15
15
15
15
15
15
15
15
1S
89.04
1 $9.04
133.20
99.50
99.50
99.50
.
36.85
136.85
136.85
1 299.00
1 136.85
299.00
299.00
299.00
299.00
55.29
55.29
55.29
13320
133.20
55.29
89.D4
89.04
55.29
89.04
133.20
136.85
299.00
99.50 1
89.50
89.Oq
454.99
1 177.19
4121.21
351.24
89.55
304.47
.
7340
.
472.13
595.30
496.34
692.46
1874.73
766.43
1811 94
487.37
254.33
15Z58
80.72
584.75
518.15
122.74
181.64
100.62
194.07
16D.27
420.91
3]3.60
]56.47
126.37
139.30
122.88
N
1 N
N
L
L
L
L
L
N
N
N
N
N
N
N
N
N
N
N
L
N
Se t-A r
I Se -A r
Sept -Apr
1 Sept -Apr
Se [-
Se -A r
Se t-A r
Sa t-A
Se t-
Se - r
$e t-A r
I Se EA
Se t- r
Se t-A r
Se t-A
Sept -Apr
Se 1-A r
Se t-A r
Sept -Apr
Se t-A
Se FA r
45
1 45
65
I 1
1
1
1
1
34
34
34
65
65
34
45
45
34
45
65
1
4S
232
2.32
2.09
50
50
50
50
50
2.24
2.24
2.24
2,09
2.09
2.24
232
2.32
224
2.32
2.09
50
2.32
104.4D
104.40
135.85
0.00
0.00
00.0000
9.0
0.00
0.00
50.00
0.00
50.00
50 00
SD.DD
50.00
76.16
76.76
76.16
135.85
135.85
76.t6
104.40
104.40
76.16
104.40
135.85 1
0,00
50.00
0.00
0.00
104.4D
533 48
207.76
4203.20
0.00
0.00
0.00
0.w
0.00
53.00
0.00
313.50
128.50
303.00
e1.50
350.34
217.06
111.19
596.38
528.46
169.08
212.98
717.97
267.32
187.92
429.29
0.00
126.50
0.00
0.00
144.07
193.44
79J.41
268.05
99.50
99.50
99..50
136.85
136.85
1 349.00
136.85
34990
349.00
349.00
349.00
131
131.45
131.45
269.05
269.05
131.45
193.44
t93.44
131.45
193.44
269.05
736.85
349.00
99.50
99.50
193.44
98BA8
384.95
8324,41
351,24
89,55
23346...4807
57340
472.13
585.30
579,34
692.46
218823
898.93
2114.94
568.87
604.67
374.63
191.92
1761.13
1046.60
291.82
394.62
218.59
461.39
348.19
850.20
373.60
882.97
t26.37
t3B.30
265.95
Totals: 123.53 178p3.&1 9312d9 27f1sA3
3(a) of 11

Reception Area Specifications Ymr2 Ufa 2yaer Crop rowbon
Tma Fold Irrigated Soil 1st Crop Time to tat Cmp 1stCrOP Lbs WAe Lbs N Total IM N 2nd Cmp Tone W 2nd Crop 2nd Crop Lbs N/Ae Lbs N Total use
N Total Total lea N 4crea e T e Code A I Yield Its WUnit Residual /A4 Util Bed Code I Yield Ibs N/Unit Residual /Ae U 1OW Lbs N/Aa Utilized
Waisrsa.51
Waters 3-5
Waters as
Waters lax
1
2
Pi
tt
12
13
5.11
1 99
3694
3.53
0.9
3.06
.
Aut villa
Aut ilia
Goltlseom
Aut ilia
Aut ilia
Aut vile
Nortdk
Nortdk
Nortdk
Nortdk
Nortdk
Norttlk
Nortdk
Nortdk
Blanton
Blanton
Blanon
Gdtlsboro
GdosOoro
1 Blanton
Aut file
Au file
Blanton
TA, file
Gddsbom
O
O
O
D
D
D
0
D
C
D
C
C
C
C
O
O
O
O
O
O
O
O
O
O
O
-Se t15
r-Se ti5
r-Se tl5
Feb 15-Jun
Feb 15-Jun
Feb 15-Jun
15-Jun
Feb 15-Jun
Feb tS-Jun
Mar -Se
Feb 15-Jun
Mar -Se [
Mar-Sa
Mar -Se
Ma,Se t
r-Se t15
A -Se t15
-Se 15
r-$e t15
-Se tl5
-Se US
r-Se t15
-Se t15
-Se n5
r-Se t15
A r-Se t15
25.0
25.0
38.0
102.0
102.0
102,0
102..0
1380
138.D
138.0
6.5
13 t
6.5
6.5
6.5
6.5
21.0
21.0
21.0
38.0
38.0
21.0
25.0
25.0
21.0
25.0
38.0
3.98
3.98
3.91
t.02
1.02
1.02
0
.
0.95
0.95
46
0.95
46
46
46
46
3.%
3.%
3.%
3,91
3.91
3.96
3.98
3.98
3.%
3.98
3.91
15
15
15
15
15
15
15
99.50
99.50
148.58
89.06
89.04
1 89.04
.
116,10
116.10
116A
299.00
116.10
299.00
299.00
2%.00
299.00
83.16
83.16
83.16
148,58
148.56
03.16
99.50
99.50
83.16
99.50
508.45
198.01
4597.07
314.31
80.14
1 272.46
.
415sft
400.55
505.04
490, 31
587.47
1874.73
76 3
1811.94
487.37
382.54
237.01
121.41
652.27
577.98
184.62
202.98
112.44
291.89
179.10
N
N
I N
N
N
L
N
L
L
L
Se t-A
Se t-A
ji Se t-
Sed-A
Sat -A
Se t-
Se -A
$c t-A
Se t-A
Sa t-A
45
45
60
fi0
60
1
60
1
1
1
2.32
2.32
.
2,09
2.09
2.09
50
2.09
50
50
50
50
0.00
D.00
0.00
104.40
104.40
1f0pq4.4400
125.40
125.40
125.40
5000
125.40
50.00
5000
50.00
50.00
0.00
0.00
0.00
0.00
0w
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
368.53
93.%
235190.4566
525.43
432.63
5a5.49
83.00
634.52
313.50
128.50
303.00
at
0.00
0.00
0.00
0.00
000
0.00
0.00
0.00
0.00
0.00
99.50
99.50
148.58
t93.44
193.44
119933
44
241.50
241.50
241.50
349.00
241.50
349.00
349.00
349.00
349. on
83.16
B3.76
83.16
148.58
14858
83.16
99.50
99.50
99.50
9950
99.50
508.45
198.01
459,01
7.07
682.m
174.10
591..93
4626095
1011.89
833. 88
1050.53
579.34
1221.99
2188.23
896.93
2114.94
568.87
382.54
237.01
12141
652.27
57798
784.62
202.98
112.44
112."
291.89
179.10
179.51
Waters tsz
waters 1s2
waters lag
Waters +34
Watam tat
walem lag
Waters 1a2
waters 142
wafers lag
Waters lag
17
18
19
2D
21E
21W
22E
22W
3.45
q.35
1.66
5.06
6.27
2.57
6.06
1.63
4.6
2.85
1.46
4.39
3.89
1 2.22
2.04
1.13
3.51
1.8
3.16
watam +E2
wearsM&WR
__ 8
M8M/RB
MBNVRB
M&WRB
M&M/RB
M8M/RB
waters 35
Water. B
M8N1/RB
23
24
25
26
2%
1 28
31
32
wblrea 2a2a
wbceib 1.2
waters 3-5
Waters as
aubl.Jd R1
wears 162
wbnea 1619,20
2.73
Norfolk
Norfolk
Au villa
Aut villa
A iW
D
C
D
D
O
Feb 15-Ju
Mar -Set
Feb iSJu
Feb 15-Ju
-Se 15
138.0
6.5
102.0
102.0
25.0
0.95
46
L02
1 02
3.98
15
15
15
148.58
116.10
299.00
89.Oa
89.04
99.50
469.51
316.95
756.47
113.08
124.66
137.31
N
N
N
Se PA
Se F
Sad-q
Se t-A
60
1
45
45
209
50
2,32
232
0.00
125.40
50.00
104.40
104.40
D.00
0.00
3a2.34
126.50
132.59
146,16
0.00
24150
349.00
193.44
193.44
99.50
659.30
882.97
245.67
270.82
137.31
ween162
Mean, taz
Watem tat
walerz 3.5
zubrrei419XEw,22EPJ
m�md t3na
zubneia 11.12
smrea 31,32
2.53
t.27
1.4
1.38
Tefe/s: 123.58 18462.84 416V 68 23290.31
3(b) or 11

-
Acres e
T e
ceder•
Coda
rrero
gat crop
Yield
lot Crop
me NA1nN
Lba WAe
Residual
Lba N
IAc
Total Iba
Aldlized
N 2nd Crop
Code
T ime to
ApRly
2nd Cmp
Yield
2nd Crop LbI N/ I Lbs N Total Ibs
ibe Will Residual /Ae Utilized
N To1sl
Lae N/Ac
Tora1 tbs N
Ulllizetl
waters as
wafers s.5
warm. as
waers lag
waers taz
waers+a2
waters taz
waters mz
waters l�
waters 1az
1
2
Pi
tt
12
t3
14
16
17
18
20
23
24
25
5.11
1.99
30.94
353
0.9
306
2.4
4.19
3.45
5,06
4.6
2.85
8
7.46
4.39
3.89
2.22
2.1M
1.13
3.51
Aut viAe
Aut iue
GOMsboro
Aut ile
Aut ills
Aut ile
Aut ills
Nortolk
Nortalk
Norfolk
Blanton
Blanton
Blanton
Blanton
Goldsboro
Goldsboro
Blanton
Aut ills
Au ills
Blanton
A villa
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
Mer15-Au
Mar15-Au
MariSAu
Mart S-Au
Mar1SAu
Mar1SAu
Mar15-Au
Mar1SAu
Mar15-Au
ManS-Au
Mar11
Mar15-Au
Mar15-Au
Mar15-Au
Mar1SAu
Mar15-Au
er
M5-Au
Marl5-Au
MariSAu
Mar75-A
Man SA
Mar15-A
Mar15-A
Mar15-Au
Man S-Au
Marl5-Au
4D.0
40.0
65.0
40.0
40.0
40.0
40.0
55.0
55.0
55.0
55.0
25.0
25.0
25.0
65.0
65.0
25.0
q0.0
40.0
260
40.0
65.0
55.0
40.0
40.0
40.0
1.94
1.94
1]8
1.94
1.94
1.94
1.94
L78
1.76
t79
1.78
7.89
L89
t.89
178
1.78
1.89
1.94
1.94
1.89
i.gq
L7g
1.78
1.94
t94
1.94
]].80
77.80
1t5.70
77.60
7760
77.60
7].60
97.90
97.90
97.90
97.90
47.25
47 p5
Q.25
11570
it570
47,25
]7,60
7760
47.25
77.60
it5.70
97.90
77,60
]7.60
7].80
396.54
154.42
3579.76
273.93
69.86
237.46
iB624
47020
337.76
425.87
495.37
217.%
73g66
68.89
50].92
450.07
i0q 90
158.30
8769
165.85
139.fig
365,81
267.2]
98.55
t08.64
10].09
0.00 0.00
0.00 0.00
7760
77.80
396.54
15a,g2
0.00 0.00
t15.70
3579.76
_
0.00 0.00
77.60
273.93
-
0.00 0.00
77.60
69.84
0.00 D.00
]7.60
23].46
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
000 0.00
0.00 0.00
0.00 O.Op
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
77.60
9790
9>.90
9].90
97.90
4725
47.25
47.25
115.]0
115.70
4].25
7].60
77.fi0
47.25
77 fi0
115.70
97.90
77.60
77.60
77.60
166.24
410.20
337.76
425.8]
495.37
217.35
734.66
68 g9
50].92
450.07
104.90
t58.30
87.69
165.65
139.6g
365,61
267.27
98.55
10855
107,09
Wt..orfolk
/RR
M&M/RB
M&M/RB
MM/RB
M&M/RB
26
MBM/RB
MB.M/RB
27
28
weten z-5
waters 15
Nilsam�ei4
31
32
z5-za
waters s-5
suaiam t2
1.6
waters ZS
wWww at
3.76
Goldsboro
Norfolk
wx.rs taz
ewnma le le.2a
113
waers 1az
waers ld2
wereta u,1+
subheia 11,12
1.27
1.4
Aut vile
Aut ills
M
M
waters as
wbretd 31 sz
1,36
Aut viAe
M
Totals: 70287
95ae
3(b)of 11

This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen
In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care
should be exercised not to let small grain reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will definitely interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code Crop
A
Barley
B
Grazed Hybrid Bermudagrass
C
Hybrid Bermudagrass Hay
B/C
Comb. Hybrid Bermudagrass
D
Corn - Grain
E
Com- Silage
F
Cotton
G
Grazed Fescue
H
Fescue Hay
I
Oats
J
Rye
K
Grazed Overseed
L
Overseed Hay
M
Grain Sorghum
N
Wheat
0
Soybean
P
Pine Trees
S
Small Grain
CC
Cover Crop
Description -Harvested As
Grain Crop
Pasture/Grazed
Hay
Graze/Hay Combination
Grain Crop
Silage
Cotton Lint
Pasture/Grazed
Hay
Grain Crop
Grain Crop
Pasture/Grazed (Seeded in Bermudagrass)
Hay (Seeded in Bermudagrass)
Grain Crop
Grain Crop
Grain Crop
Pine Trees
Grain Crop/ Hay (After Grain Crop)
Not Harvested; Burned/Disked In
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed may, and most likely will be, more than the acres shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
4of11

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications
PAN/ rlanimal Farm Total/ r
Farrow to Wean
0.8
Farrow to Feeder
0.96
Farrow to Finish
3.9
Wean to Feeder
0.07
12308 Wean to Finish
0.27 3323.16
Feeder to Finish
0.34
Gilts
0.39
Boars
0.55
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 3323.16 pounds of plant available nitrogen per year and will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
If you remove the sludge every 5 years, you will have approximately 16615.E pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 55 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 132.9264 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
APPLICATION OF WASTE BY IRRIGATION:
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil
structure, soil texture, water droplet size, and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
'This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for >180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
5of11

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Soil Application Rate Application Amount
rype Crop Inlhr ' inches
Waters 3-5
2
Autryville
D
0.6
Waters 3-5
P1
Goldsboro
D
0.4
Waters 1&2
11
Autryville
0
0.6
Waters 1&2
12
Autryville
0
0.6
Waters 1&2
13
Autryville
0
0.6
Waters 1&2
14
Autryville
O
0.6
Waters 1&2
16
Norfolk
0
0.5
Waters 1&2
17
Norfolk
0
0.5
Waters 1&2
18
Norfolk
0
0.5
Waters 1&2
19
Norfolk
C
0.5
Waters 1&2
20
Norfolk
0
0.5
Waters 1&2
21E
Norfolk
C
0.5
Waters 1&2
21W
Norfolk
C
0.5
Waters 1&2
22E
Norfolk
C
0.5
Waters 1W
22W
Norfolk
C
0.5
M&M/RB
23
Blanton
D
0.35
M&M/RB
24
Blanton
D
0.35
M&M/RB
25
Blanton
D
0.35
M&M/RB
26
Goldsboro
D
0.4
M&M/RB
27
Goldsboro
D
0.4
M&M/RB
28
Blanton
D
0.35
Waters 3-5
31
Autryville
D
0.6
Waters 35
32
Autryville
D
0.6
M&M/RB ubfield 23-2
Blanton
D
0.35
Waters 3-5subfield 1,2
Autryville
D
0.6
Waters 3-5subfeld P1
Goldsboro
D
0.4
Waters 1&2>field 16-18
Norfolk
0
0.5
Waters Md19,21EW
Norfolk
C
0.5
Waters 1&2ubfield 13,1
Autryville
0
0.6
Waters 1&2ubfield 11,1
Autryville
0
0.6
Waters 3-5ubfeld 31,3
Autryville
D
0.6
6of11

Additional Comments:
This plan revised to remove the leased field containing pulls 29 & 30 from the
plan due to no longer being leased and to update the production and
application rates to the current rates listed on the NC State Nutrient
Management website.
Grain sorghum may be substituted for soybeans if desired. If this option is
utilized, the 15 Ibs N/ac residual taken from corn following soybeans may be
added back to the corn rate.
OPTIONAL: Subfields may be optional.
Producer may plant a non -harvested cover crop in any row crop field if desired.
The rate shall be 30 Ibs N/ac maximum applied from Sept -Apr and the amount
applied must be deducted from the following crops starting PAN rate.
7of11

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm:
Owner:
Manager:
Owner/Manager Agreement:
Waters 1.5, M&M Rlvenbark; AWS310035
Murphy -Brown, LLC
I/we understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. I/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWR before the new
animals are stocked.
I/we understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWR upon request.
Name of Facility Owner:
Signature:
Name of Manager (if different from owner:
Signature:
Name of Technical Specialist:
Affiliation:
Address:
Telephone:
Signature:
LLC
8of11
Date

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of the waste, he/she shall provide
evidence of an agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the responsibility of the
owner of the waste production facility to secure an update of the Nutrient Utilization Plan
when there is a change in the operation, increase in the number of animals, method of
application, recieving crop type, or available land.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic
crop yields based upon soil type, available moisture, historical data, climatic conditions,
and level of management, unless there are regulations that restrict the rate of applications
for other nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land eroding at more than 5 tons per acre per year but less than 10 tons
per acre per year provided grass filter strips are installed where runoff leaves the field
(See USDA, NRCS Field Office Technical Guide Standard 393 - Filter Strips).
5 Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the land application field.
6 When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland. When waste is applied to conservation tilled
crops or grassland, the waste may be broadcast provided the application does not occur
during a season prone to flooding (See "Weather and Climate in North Carolina" for
guidance)-
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control odor and
flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
9of11

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

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

Waters 1-5. M&M
SWIM 1 4w
Pci9cations:
3 Travelers w/Nelson
W/1.08" Nozzle O 60 P
182 GPM; 300' WO
OR
W/1.18' Nozzle O 50 P
205 GPM; 300' WD
200'-240' Lone Spocim
Valley BOOP Pivot
Machine Length = 884:,,
End Gun Radius = 94.5'
Total 500 GPM O 50 PSI
Rivenbark
(407.5 GPM Machine + 92.5 GPM End Gun)
Tote
Wett
Sub
Tot
Wei
Sut
Total Fld P1 = 34.10 Ac/EndG
Wetted 30.94 Ac.
Sub P7 3.16 Ac. Ac. w/o End Gun
Ac. w/End Gun
Runs 44% of ircne
_7
T11
_
.duo �D�GICn-LLCIY = L.DJ qC.
lotal Fld 23-28 - 22.92 Ac.
Netted = 19.41 Ac.
iub 23-28 = 3.51 Ac.
Total Fld 1-2 = 8.90 Ac.
Wetted - 7.10 Ac.
Sub 1-2 - 1.80 Ac.
Total Fld 31-32 = 4.55 Ac.
etted = 3.17 Ac.
ub 31-32 = 1.38 Ac.
Pull #
Acres
1
5.11
2
1.99
11
3.53
12
0.90
13
3.06
14
2.40
16
4.19
17
3.45
18
4.35
19
1.66
20
5.06
21E
6.27
21W
2.57
22E
6.06
22W
1.63
23
4.60
24
2.85
25
1.46
26
4.39
27
3.89
28
2.22
31
2.04
32
1.13
P1
30.94
Total 105.75

NUTRIENT UTILIZATION PLAN AMENDMENT
Grower(s):
Farm Name:
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Feeder to Finish
Wean to Finish
Gilts
Storage Period:
Application Method:
Murphy Brown, LLC dba Smithfield Hog Production
Waters-M&M Rivenbark, AWS310035
12308
>180 days
Irrigation
This amendment allows the producer to plant and apply to a small grain crop to be harvested as hay
in fields 16, 17, 18, 20 and sub16-18,20. The application rate and window shall be a maximum of
100 Ibs PAN/acre from September -April.
This amendment shall be attached to the current NUP.
O •er/ anager
Technical Specialist
Date
Z/s'a /zo!'7
Date

NUTRIENT UTILIZATION PLAN AMENDMENT
Grower(s):
Farm Name:
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Feeder to Finish
Wean to Finish
Gilts
Storage Period:
Application Method:
Murphy Brown, LLC dba Smithfield Hog Production
Waters-M&M Rivenbark, AWS310035
>180 days
Irrigation
This amendment temporarily increases the start pump elevation for Lagoon #3141 to account for the
additional stormwater runoff from the sludge dewatering area. The temporary start pump elevation
shall be 22.16" until the dewatering process classifies the dewatered material as Class A solids or
until the non -Class A material is removed and properly utilized.
This amendment shall be attached to the current NUP.
A
OwnerlManager
Technical Specialist
Date
z/ 7/4,i ;7
Date

Grower(s):
Farm Name:
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Feeder to Finish
Wean to Finish
Gilts
Storage Period:
Application Method:
Murphy Brown, LLC
Waters-M&M Rivenbark, AWS310035
>180 days
Irrigation
.agoon
This amendment allows the producer to apply to the Ronald Williams leased land (T268). The fields,
crops and application information is in the attached table and map. This amendment based on
attached agreement dated 2/21/2016-6130/2016.
Owner/Manager
10,. A "4<
Technical Specialist
3- -7-?Of�
Date
3 7 Zoe
Date

--- - - 2597 11148.08

Animal Waste Utilization Agreement
Smithfield Hog Production Division
1> ✓/z �//i> s hereby give Smithfield Hog Production
Division permission to apply animal waste from the waste utilization system on
acres of my land for the duration of time specified below.
1 understand that this waste contains nitrogen, phosphorous, and other trace
elements and when properly applied should not harm my land or crops. I also
understand that the use of waste will reduce my overall needs for commercial
fertilizer, and that Nitrogen limitations exist based on individual farm Waste
Utilization Plans. After the completion of animal waste application, Smithfield
HPD shall provide said Landowner / Farmer with a Nitrogen total of animal waste
derived nutrients vs. remaining nutrients allowed in the Waste Utilization Plan.
This lease will be a short tern pumping agreement for the current winter pumping
season and possibly pre -plant application to a crop in the spring at the land owners
discretion.
Landowner
Landowner
Date:
Technical Representative
Date: 221-IU
Term of Agreement —A to

NUTRIENT UTILIZATION PLAN AMENDMENT
Grower(s):
Farm Name:
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Feeder to Finish
Wean to Finish
Gilts
Boars
Storage Period:
Application Method:
Murphy Brown, LLC dba Smithfield Hog Production
Waters-M&M Rivenbark; AWS310035
12308
>180 days
Irrigation
This amendment allows the producer to apply to the bermuda winter overseed crop in fields 19, 21 E.
21 W, and 22E at the 100 lbs./ac PAN rate for the 2018-2019 season in accordance with the
attached guidance document titled "Updated Crop Management Practices for Bermuda Winter
Overseed" dated Nov. 16, 2017.
This amendment shall be placed with the current NUP for this farm.
/Owner/Manager
/rii..L� ✓,,�
Technical Specialist
Date
Date

Updated Crop Management Practices for Bermuda Winter Overseed
This document, as approved by the Interagency Nutrient Management Committee on
October 10, 2017, hereby modified the July 13, 1998 Memorandum "Crop Management
Practices for Select Forages Used in Waste Management'. This modification updates
the application window protocol for the 100 lb Nitrogen PAN rate for both Cereal Rye
and Annual Ryegrass, as well as winter small grains.
• Farms utilizing the 100 Ibs./ac PAN rate for the overseed are allowed to apply no
more than 50 Ibs./ac PAN from October 1 through December 31 and no more than
50 Ibs./ac PAN from January 1 through March 31.
• Applications made during the months of December and January cannot exceed the
combined total of 25 Ibs./ac PAN for the two -month period.
• The last application of animal waste is to be applied to the bermuda crop prior to
September 30.
• The PAN rate for grazed systems must be reduced by 25%.
All other requirements of the July 13, 1998 Memorandum continue to apply Those
requirements include but are not limited to:
• Cereal rye and annual ryegrass should be planted by October 15 to provide the best
opportunity to get winter growth.
• A harvest is required prior to heading or April 7, whichever comes first, for both
cereal rye and annual ryegrass. This is necessary to minimize the potential for
shading of emerging bermuda and reducing its yield. To favor the production of
bermuda, additional harvest of annual ryegrass will be required when the ryegrass
canopy reaches 12-15 inches height.
These management requirements shall also apply to overseeded winter small grain.
Nov 16, 2017

Waters 1-5, M&M
Sadft ods: 10-�6pp -�
2g-' ationc.
3 Travelers w/Neison 1
W/1.08" Nozzle 0 60 P
182 GPM; 300' W'0
OR
W/1.18" Nozzle 0 50 P!
205 GPM; 300' WD
200'-240' Lane Spacing
Rivenba rk
Total Fld 23-28 - 22.92 Ac.
Wetted = 19.41 Ac.
Sub 23-28 - 3.51 Ac.
Valley Pivot
Machine
Length 884.9'
End Gun Radius = 94.5,
Total 500 GPM 0 50 PSI
(407.5 GPM Machine + 92.5 GPM End (Ln)
Pull 8
Acres
1
5.11
2
1.99
11
3.53
12
0.90
Total Rd P1 = 34.10 Ac.
13
3.06
Wetted = 30.94 Ac.
14
2.4040
Sub P1 - 3.16 Ac. 131
16
4.19
28.12 Ac. w/o End Gun
17
3.45
30.94 Ac. W/End Gun
18
4.35
End Gun Runs 44X of Time
19
1.66
20
5.06
21E
6.27
21W
2.57
22E
8.06
22W
1.63
Total Fld 1-2 = 8.90 Ac.
23
4.60
Wetted - 7.10 Ac.
24
2.85
Sub 1-2 - 1.80 Ac.
25
1.46
2
20
4.39
27
3.89
28
2.22
Total Fld 31-32 - 4.55 Ac.
31
2.04
1
Wetted = 3.17 Ac.
32
1.13
31
Sub 31-32 = 1.30 Ac.
P1
30.94
Total Fid 13-14 - 6.73 Ac. 3
To al 105. 5
Wetted = 5.46 Ac.
Sub 13-14 = 1.27 Ac.
14
11
1
/ \\
( l
Total Rd 16-18,20 = 19.77 Ac.
Wetted = 17.05 Ac.
Sub 16-18.20 - 2.73 Ao.
Ac.
EW - 2.53 Ac.
Total Fld 11-12 - 5.83 Ac.
Wetted = 4.43 Ac.
Sub 11-12 = 1.40 Ac.

Address: PO Box 759
Rose Hill, NC 28458
FARM INFORMATION
Nursery:
Wean to Finish:
Finishing:
Farrow to weanling:
Farrow to feeder:
Farrow to finish:
Boars:
Storage Period:
25 Yr. / 24 Hr Storm Event
"Heavy Rain" Factor
Rainfall in Excess of Evaporation
Additional Water Usage:
Additional Drainage Area:
Checked By: DSE
Date: 05/02/13
Sheet 1 of 7
Farm Population -
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape?
(Y/N)
Does Operator Want Emergency Spillway?
(Y/N)
Was This Design Built Prior to Sept. 1996?
(Y/N)
Is Drain Tile Req'd to Lower SHWT?
(Y/N)
Seasonal High Water Table Elev: -------------------
Freeboard: ___________________
Emergency Spillway Flow Depth:
Side Slopes: ___________________
Top of Dike Elevation:
Finished Bottom Elevation:
Start Pump Elevation:
Stop Pump Elevation:
Storm Stor =
Temporary =
Permanent =
otal Volume =
r„sc..I-i k, iu Download
contour areas see Sheet 2 of 7...
Depth
-------------- 11.20 Ft.
---------------- 21.6In.
--------------- 62.4In.
84695 (Cu.Ft.)
222950 (Cu.Ft.)
589260 (Cu.Ft-1
DESIGN VOLUMES
103,496 (Cu.Ft.)
408,512 (Cu.Ft.)
(Cu.Ft.) 1,117
1/2 Treatment Volume = 294,630 (Cu.Ft.)
1/2 Treatment Volume Elevation = 103.55 Ft.
90 Temporary Storage Volume Elevation = 108.64 Ft.
Min. Required Liner Thickness
Lagoon Surface Area: (Inside TOD)
Y
N
Y
N
0
5124 Hd.
0
0
0
0
0
180 Days
7.5 In.
7.0 In.
0
0
103.42 Ft.
1.0 Ft.
3
:1 (H:V)
0.0
0.0
111.50
Ft.
100.30
Ft.
109.70
Ft.
106.30
Ft.
% REO'D.
122.20%
183.23%
124.65%
95.35 In.
34.28 In.
1.6 Ft.
135,512 S.F.

Address: PO Box 759
Rose Hill, NC 28458
Checked By: DSE
Date: 05/02/13
_ Sheet 2 of 7
BASE VOLUME-
ACTUAL
DESIGN VOU IMP GAL
1------JCu. Ft.
I LATIONS
1AGOON STAGE
-AREA VOLUMES
Contour
EIevatim
2r
� (SF)
Incr. Vol (Cu FTl
Cumul Vol (Gil ET
100. OFT
89,320
101.00
102.00
91,941
95,748
63,441
0
63,441
103.00
99,626
93,845
97,687
157,286
254,973
104.00
105.00
103,577
107,600
101,602
356,574
106.00
111,695
105,589
109,648
462,163
571,810
107.00
108.00
115,863
120,103
113,779
685,589
109.00
124,415
117,983
122,259
803,572
925,831
110.00
111.00
128,799
133,256
126,607
1,052,438
111.50
135,512
131,028
67,192
1,183,466
1,250,658
were calculated using the vertical average end area
END PUMP
START PUMP
106.30
FT
605,944
CF
TR'MT
605,944
102.83%
= _ :
MAX STORAGE =
109.70
110.50
FT
FT
1,014,456
1,117,952
CF
CF
TEMP
STORM
408,512
183.23%
103,496
122.20%
Murphy -Brown, LLC Engineering P.O. Box 856,Warsaw, NC28398
[phone]

Address: PO Box 759
Rose Hill, NC 28458
MINIMUM REO IIRFD VOLUME CALCULATIONS
Permanent Storage -
Required Treatment Volume:
Designed By: KBW
Checked By: DSE
Date: 05/02/13
3of7
nima ype apaaty cu. .Ib) = Total
NurseryP
30
1.00
0
Wean to Finish
Finishing135
115
1.00
1.00
589,260
0Farrow
to weanling433
1.00pFarrow
to feeder1.00
0
Farrowto finish
1,417
1.00
0
Boars
0
a00
1.00
0
v,a1 ncyulreu 1 rodrment volume (cu. tt,)= 589,260
Sludge Storage Volume:
AnimaI Type Uapacify LW (cu. t. lb) Total
Nursery
0
30
0.00
0
Wean to Finish
5,124
115
0.00
0
Finishing
E0
135
0.00
0
Farrow to weanling
0
433
0.00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
0
1,417
0.00
0
Boars
T�a�, !•
0
400
0.000
0
•�•.., ,.vy-1--u oluuye awrdge volume (cu. n.)=
Temporary Storage Volume•
Manure Production:
E
nimal Type Capacity ` to. eriod . day) = Tote
Nursery
0
180
0.30
0
Wean to Finish
5,124
180
1.17
1,076,382
Finishing
0
180
1.37
0
Farrow to weanling
0
180
4.39
0
Farrow to feeder
0
180
5.30
0
Farrow to finish
0
180
14.38
0
Boars
0
180
4.06
0
.vau, nlaulne rlUUUUJleh tga15.)=
Total Manure Production (cu.ft.)=
Excess Fresh Water:
1,076,382
143,901
mma Type Capacity * to. erio i. day) = otal
0
180
0.00
0
inish
5,124
180
0.00
0
0
180
0.00
0
weanling
WBoars
0
180
0.00
0
eeder
0
180
O.o0
0
finish
0
180
0.00
0
0
180
0.00 1
0
1 vldi Fresh water txcess (gals.)=
Total Fresh Water Excess (cu.ft.)=
0
0

Address: PO Box 759 Checked By: DSE
Rose Hill, NC 28458 Date: 05/02/13
4of7
Iemporary Storage Volume; (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) ` Rainfall / 12in./ft
Vol.= (135512 sq.ft. + 0 sq.ft.) ' 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)=
Storm Storage:
Vol.=(Lagoon Surf. Area +Addt'I Drainage Area) ' 25Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (135512 sq.ft + 0 sq.ft.) ` 7.5 in. /12 in./ft.
Total Required Volume for 25Yr./24Hr. Storm Event (cu.ft)=
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) ' "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (135512 sq.ft + 0 Sq.ft.) ' 0.0 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) _
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
79,049
84,695
Total Required Storm Storage
(25Yr. / 241-1r. Storm +'Heavy Rain')= 84,695 (CU,FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) - 222,950 (CU.FT)
Total Required Permanent Storage
(Treatment+ Sludge) = 589,260 (CU.FT)
TOTAL REQUIRED VOLUME = 896905 (CU.FT.)

Grower: M&M/Rivenbark Farm
Address: PO Box 759
Rose Hill, NC 28458
LAGOON DESIGN SUMMARY
Checked By: DSE
Date: 05/02/13
Sheet 5 of 7
Top of Dike Elevation -------------------
111.50
FT.
Emergency Spillway Crest Elevation -------------------
Not A Applicable
Top of 25Yr. / 241-1r. Storm Storage -------------------
110.50
FT.
Top of "Heavy Rain" Storage ------------------
Not
Applicable
Start Pump Elevation -------------------
109.70
FT.
End Pump Elevation -------------------
106.30
FT.
Top of Sludge Storage -------------------
Not
Applicable
Seasonal High Watertable Elev.-------------------
103.42
FT.
Finished Bottom Elevation -------------------
100.30
FT,
InsideTop Length -------------------
Not
Applicable
Inside Top Width -------------------
Not
Applicable
Side Slopes -------------------
3:1
H:V
Lagoon Surface Area -------------------
135,512
SF
Min. Liner Thickness (if required) -------------------
1.6
FT.
Freeboard Depth -------------------
1.00
FT.
Temporary Storage Period ------------------
180
Days
Zone Depths:
TOTAL DESIGN VOLUME = 1117952 (CU.FT.)
Treatment / Sludge Storage Zone Depth
Temporary Storage Zone Depth
Freeboard / Storm Storage Zone Depth
Depth
6.0 FT.
3.4 FT.
1.8 FT.
11.2 FT.

Grower: M&M/Rivenbark Farm Designe KBW
Address: PO Box 759 Checke(DSE
Rose Hill, NC 28458 Date: 05/02/13
County: Sampson Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV = 111.50
/ \ TOP OF STORM ELEV = 110.50 / \
STRT PMP EL.= 109.70 \ TOP OF TEMP STORAGE ELEV = 109.70 /
END PMP EL.=106.30 \ TOP OF TREAT ELEV = 106.30 SHWT = 103.42
\— /
FINISHED BOTTOM ELEV = 100.30
Box 856, Warsaw NC 28398

Grower: M&M/Rivenbark Fern
Address: PO Box 759
Rose Hill, NC 28458
Checked By: DSE
Date: 05/02/13
Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
NOTE: See attached Waste Utilization Plan
DESIGNED:
DATE:
COMMENTS: The lagoon has been designed as an irregular shape.
This design is update of start and stop pump elevations and to show the 1/2
treatment volume level for sludge storage. This design does not supercede the
inal certification of the farm.

Address: PO Box 759 �Valy'lCu Dy: ntsvv
Rose Hill, NC 28458 Checked By: DSE
County: Duplin Date: 05/02/13
Sheet 1 of 7
FARM INFORMATION
Nursery: -----------------
Farm Population:
Wean to Finish: -------------------
0
Finishing: -------------------
2873 Hd.
Farrow to weanling: -------------------
0
Farrow to feeder: -------------------
0
Farrow to finish:
Boars:
0
Storage Period:
25 Yr. / 24 Hr Storm Event -------------
-----
180 Days
"Heavy Rain" Factor
7.5 In.
Rainfall in Excess of Evaporation -------------------
Additional Water Usage:
7.0 In.
Additional Drainage Area:
0
LAGOON INFOR "ATION
Is Lagoon Designed as an Irregular Shape?
(Y/N)------------
Does Operator Want Emergency Spillway?
Y/N
( )
N
Was This Design Built Prior to Sept. 1996?
(Y/N) __ __
N
Is Drain Tile Req'd to Lower SHWT?
Y
Seasonal High Water Table Elev:----------------
_________ __
--
N
Freeboard:
0.00
Emergency Spillway Spillway Flow Depth:
1.0 Ft.
Side Slopes:
Inside Top Top Length:
3 :1 (H:V)
Inside Top Width:
100.0 Ft.
Top of Dike Elevation:
930.0 Ft.
----------•--•-
-
Finished Bottom Elevation:
Depth
100.80 Ft.
_ _ __
Start Pump Elevation:
9.80 Ft.
91.00 Ft.
----------
Stop Pump Elevation:
20.28In.
99.11 Ft.
43.2 In.
97.20 Ft.
LAGOON D M REO IR D VOL
J2EaMN1QL-UME_S
% REO'D.
Storm Stor = 58125 (Cu.Ft.)
Temporary = 134935 (Cu.Ft.)
58,675 (Cu.Ft.)
100.95%
Permanent= 330395 (Cu.Ft.)
146,745 (Cu.Ft.)
331,129 (Cu.Ft.)
108 75%
Total Volume= 523,455 (Cu.Ft.)
536,549 (Cu.Ft.)
700P2°�°
102.50%
1/2 Treatment Volume =
1/2 Treatment Volume Elevation =
1694.60b,190 (Cu.Ft.)
90 Temporary Storage Volume Elevation
94.60 Ft.
74.41 In.
=
97.92 Ft.
34.541n.
Min. Required Liner Thickness -----•-------------
Lagoon Surface Area: (Inside TOD)-------------------
1.5 Ft.
93,000 S.F.

Address: PO Box 759
rV tpl1v� vY.
Checked By:
`xovv
DSE
Rose Hill,
Coun : Du lin
NC 28458
Date:
05/02/13
Sheet 2 of 7
BASE VOLUME.
ACTUAL
DE I •N VOLUME CALCULATIONS
�Cu. Ft.
II
LAGOON STAGE -AREA
VOLI
IM
Contour
Elevation (FT.)
Area (SF)
Incr. Vol (AFT)
Cumul Vol. (Cu,
FTl
91.00
35,893
0
92.00
41,404
38,649
38,649
93.00
46,986
44,195
82,844
94.00
52,641
49,813
132,657
95.00
58,367
55,504
188,161
96.00
64,165
61,266
249,427
97.00
70,036
67,101
316,528
98.00
75,978
73,007
389,535
99.00
81,993
78,985
468,520
100.00
88,079
85,036
553,556
100.80
93,000
72,432
625,988
These volumes were calculated using the vertical average end area method.
TOTAL REOD VOL
523,455
CF
CUMULATIVE VOL.
ZONE VOL.
102.50%
END PUMP====
97.20
FT
331,129 OF
TR'MT
331,129
100.22%
START PUMP = _ :
99.11
FT
477,874 CF
TEMP
146,745
108.75%
MAX STORAGE =
99.80
FT
536,549 CF
STORM
58.675
100.95%
Murphy -Brown, LLC Engineering P.O. Box 856,Warsaw, NC 28398 [phone]

Address: PO Box 759
Rose Hill, NC 28458
MINIMUM REQUIRED VOLUME CAI Cill ATIONS
Permanent Storage,
Required Treatment Volume:
Checked By: DSE
Dale: 05/02/13
Sheet 3 of 7
Animal Type apacity LW ota
Nursery
0
30
1.00
0
Wean to Finish
2,873
115
1.00
330,395
Finishing
0
135
1.00
0
Farrow to weanling
0
433
1.00
0
Farrow to feeder
0
522
1.00
0
Farrow to finish
0
1,417
1.00
0
Boars
0
400
1.00
0
Otai negmred Treatment volume (cu. ft.)= 330,395
Sludge Storage Volume:
nlmal Type apacityALW (cu. t. lb) I otal
Nursery
0
30
0.00
0
Wean to Finish
2,873
115
0.00
0
Finishing
0
135
0.00
0
Farrow to weanling
0
433
0.00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
0
1,417
0.00
0
Boars
0
400
0.000
0
oiai ncquirea Swage storage volume (cu. ft.)_
Temporary Storaae volume,
Manure Production:
nimal Type to. Period i. ay) = otal
Nursery
0
180
0.30
0
Wean to Finish
2,873
180
1.17
603,522
Finishing
0
180
1.37
0
Farrow to weanling
0
180
4.39
0
Farrow to feeder
0
180
5.30
0
Farrow to finish
0
180
14.38
0
Boars
0
180
4.06
0
Total Manure Production (gals.)=
Total Manure Production (cu.ft.)=
Excess Fresh Water:
603,522
80,685
Ammal Type apacity to. Period i. ay oral
Nursery
0
180
0.00
0
Wean to Finish
1 2.873
180
0.00
0
Finishing
0
180
0.00
0
Farrow to weanling
0
180
0.00
0
Farrow to feeder
0
180
1 0.00
0
Farrow to finish
0
180 1
0.00
0
[Boars
0 1
180 1
0.00
0
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=

Grower: Waters 1 8 2
Address: PO Box 759
Rose Hill, NC 28458
Temporary Storage Volume: (Cont.)
Checked By: DSE
Date: 05/02/13
Sheet 4 of 7
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) ' Rainfall / 12in./ft
V01.= (93000 sq.ft. + 0 sq.ft.) • 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cuff)= 54,250
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) ' 25Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (93000 sq.ft + 0 sq.ft.) ' 7.5 in. 112 in./ft.
Total Required Volume for 25Yr./24Hr. Storm Event (cu.ft)= 58,125
'Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'l Drainage Area) * "Heavy Rain' Factor (in) / 12in./ft.
Vol.= (93000 sq.ft + 0 sq.ft.) ' 0.0 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) = 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
Total Required Storm Storage
(25Yr. / 24Hr. Storm +'Heavy Rain')= 58,125 (CU.PT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) = 134,935 (CU.FT)
Total Required Permanent Storage
(Treatment+ Sludge) = 330,395 (CU.FT)
TOTAL REQUIRED VOLUME = 523455 (CU.FT.)

Grower: Waters 1 & 2 Designed By: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill, NC 28458 Date: 05/02/13
County: Duplin Sheet 5 of 7
I ASOON DESIGN SUMMARY
Top of Dike Elevation
Emergency Spillway Crest Elevation
Top of 25Yr. / 241-1r. Storm Storage
Top of 'Heavy Rain" Storage
Start Pump Elevation
End Pump Elevation
Top of Sludge Storage
Seasonal High Watertable Elev.
Finished Bottom Elevation
Inside Top Length
Inside Top Width
Side Slopes
Lagoon Surface Area
Min. Liner Thickness (if required)
Freeboard Depth
Temporary Storage Period
Zone Depths:
------------------- 100.80 FT.
------------------- Not A Applicable
-------------- 99.80 FT.
`---------------- Not Applicable
------------------ 99.11 FT.
----------------- 97.20 FT.
------------------- Not Applicable
------------------- 0.00
-------------- 91.00 FT.
------------- --- 100.00 FT.
------'---------- 930.00 FT.
------------------ 3:1 H:V
------ 93,000 SF
---- 1.5 FT.
------------------ 1.00 FT.
------------------ 180 Days
TOTAL DESIGN VOLUME = 536549 (CLIXT.)
Treatment/ Sludge Storage Zone Depth ----------- 6_2 FF.
Temporary Storage Zone Depth ----------- 1.9 FT.
Freeboard / Storm Storage Zone Depth ----------- 1.7 FT.
Total Lagoon Depth ----------- 9.8 FT.

Grower: Waters 1 & 2 Designe KBW
Address: PO Box 759 Checker DSE
Rose Hill, NC 28458 Date: 05/02/13
County: Duplin Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV = 100.80
/ \ TOP OF STORM ELEV = 99.80 / \
STRT PMP EL.= 99.11 \ TOP OF TEMP STORAGE ELEV = 99.11 /
END PMP EL. = 97.20 \ TOP OF TREAT ELEV = 97.20 SHWT = 0.00
\— J
FINISHED BOTTOM ELEV=91.00
LLC
856, Warsaw
(910)

Grower: Waters 1 & 2 Designed By: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill, NC 28458 Date: 05/02/13
County: Duplin Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
NOTE: See attached Waste Utilization Plan
DESIGNED:
DATE:
COMMENTS:
This design is update of start and stop pump elevations and to show the 1/2
treatment volume level for sludge storage. This design does not supercede the
original certification of the farm.
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Address: PO Box 759
Rose Hill, NC 28458
Countv: Dunlin
'u •.its •�
Nursery:
Wean to Finish:
Finishing:
Farrow to weanling:
Farrow to feeder:
Farrow to finish:
Boars:
Storage Period:
25 Yr. / 24 Hr Storm Event
"Heavy Rain" Factor
Rainfall in Excess of Evaporation
Additional Water Usage:
Additional Drainage Area:
Checked By: DSE
Date: 05/02/13
Sheet 1 of 7
Farm Population-
-------------------
0
4310 Hd.
0
0
0
0
0
66 Days
7.5 In.
7.0 In.
0
0
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape?
(Y/N)------------
N
Does Operator Want Emergency Spillway?
(Y/N)------------
N
Was This Design Built Prior to Sept. 1996?
(Y/N)------------
Y
Is Drain Tile Req'd to Lower SHWT?
(Y/N)------------
N
Seasonal High Water Table Elev:-------------------
Freeboard: -------------------
0.00
Emergency Spillway Flow Depth:
1.0
Ft.
Side Slopes: -------------------
Inside Top Length:
3
:1
:1 (H:V)
Inside Top Width:
117.0
Top of Dike Elevation: ---------------
Depth
962.0
99.80
Ft.
Ft.
Finished Bottom Elevation: ----------------
9.55 Ft.
90.25
Ft.
Start Pump Elevation: ----------------
20.16 In.
98.12
Ft.
Stop Pump Elevation: ----------------
33.6 In.
97.00
Ft.
LAGOON VOLUME REQUIRED VOL,
DESIGN VOLUMES
REQ'D
Storm Stor = 70346 (Cu.Ft.)
70,861 (Cu.Ft.)
100.73%
Temporary = 110038 (Cu.Ft.)
110,368 (Cu.Ft.)
100.30%
Permanent = 495650 (Cu.Ft.)
500,122 (Cu.Ft.)
100.90%
Total Volume= 676,034 (Cu.Ft.)
681,351 (Cu.Ft.)
100.79%
112 Treatment Volume = 247,825 (Cu.Ft.)
1/2 Treatment Volume Elevation = 94.11 Ft.
90 Temporary Storage Volume Elevation = 96.83 Ft.
Min. Required Liner Thickness
Lagoon Surface Area: (Inside TOD)
68.33 In.
35.60 In.
1.5 Ft.
112,554 S.F.

Address: PO Box 759
Rose Hill, NC 28458
Countv: Dimlin
Checked By: DSE
Date: 05/02/13
Sheet 2 of 7
BASE VOLUME:
ACTUAL
DESIGN VOLUME CALCULATION
�Cu. Ft.
LAGOON STAGEAHEA_VOLUMES
Contour
Elevation (FT
r F
Incr. Vol. (Q11. FT)
Cumul
Vol
FT)
90.25
54,011
0
91.00
58,371
42,143
92.00
64,247
61,309
,143
103,452
93.00
70,195
67,221
170,673
94.00
76,216
73,206
243,879
95.00
82,308
79,262
323,141
96.00
88,473
85,390
408,531
97.00
94,709
91,591
500,122
98.00
101,017
97,863
597,985
99.00
107,398
104,208
702,193
99.80
112,554
87,981
790,174
These volumes were calculated using
the vertical average end area method.
TOTAL REQD VOL
676,034
CF
CUMULATIVE
VOL.
ZONE VOL.
100.
END PUMP = = = =
97.00
FT
500,122 CF
TR'MT
500,122
100.
START PUMP = =,
98.12
FT
610,490 CF
TEMP
110,368
100.
MAX STORAGE =
98.80
FT
681,351 CF
STORM
70,861
100.
Murphy -Brown, LLC Engineering P.O. Box 856,Warsaw, NC 28398
[phone]

" Designed By: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill, NC 28458 Date: 05/02/13
County: Duplin Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage -
Required Treatment Volume:
nlmal Type apacity AL (cu. t. b) - Total
Nursery
30
1.00
0
Wean to Finish
4,310
115
1.00
495,650
Finishing
0
E0
135
1.00
0
Farrow to weanling
0
433
1.00
0
Farrow to feeder
0
522
1.00
0
Farrow to finish
0
1,417
1.00
0
Boars
0
400
1.00
0
mar noyuueu rrearrnem VCIUme(CU. tt.)= 495,650
Sludge Storage Volume:
nima Type apacity cu. t. Ib = Total
Nursery
0
30
0.00
0
Wean to Finish
4,310
115
0.00
0
Finishing
0
135
0.00
0
Farrow to weanling
0
433
0.00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
0
1,417
0.00
0
Boars
0
400
0.0,00
0
...•., ,.�yuncu aiuuye,rurage voiUme (CUB II.)=
Temporary Storage Volume:
Manure Production:
0
Animal ype apacity ` to. Period J./day) = Tota
Nursery
0.30
0
Wean to Finish
1.17
331,975
Finishing
1.37
0
Farrow to weanling
"0666
439
0
Farrow tc feeder
5.30
0
Farrow to finish
14.38
0
Boars
4.06
0
var manure rruuuGUVn (gals.)=
Total Manure Production (cu.ft.)=
Excess Fresh Water:
331,975
44,382
nima Type apacity to. Perio I./day) = Iota,
Nursery
0
66
0.00
0
Wean to Finish
4,310
66
0.00
0
Finishing
0
66
0.00
0
Farrow to weanling
0
66
0.00
0
Farrow to feeder
0
66
0.00
0
Farrow to finish
0
66
0.00
0
Boars
0 1
66
0.00
0
. roan ..aver cAues5 (gals.)=
Total Fresh Water Excess (cu.ft.)=

Grower: Waters 3-4-5
Address: PO Box 759
Rose Hill, NC 28458
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation
Checked By: DSE
Date: 05/02/13
Sheet 4 of 7
Vol.=(Lagoon Surface Area +Additional Drainage Area) * Rainfall / 12in./ft
Vol.= (112554 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 65,657
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (112554 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 25Yr./24Hr. Storm Event (cu.ft)= 70,346
"Heavy Rain' Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./fl.
Vol.= (112554 sq.ft + 0 sq.ft.) * 0.0 in. 112 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) = 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
0
Total Required Storm Storage
(25Yr. / 24Hr. Storm +'Heavy Rain')= 70,346 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) = 110,038 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 495,650 (CU.FT)
TOTAL REQUIRED VOLUME = 676034 (CU.FT.)

Grower: Waters 3-4-5
Address: PO Box 759
Rose Hill, NC 28458
LAGOON DESIGN SUMMARY
Checked By: DSE
Date: 05/02/13
Sheet 5 of 7
Top of Dike Elevation -
99.80
FT.
Emergency Spillway Crest Elevation -------------------
Not A
Applicable
Top of 25Yr. / 24Hr. Storm Storage -------------------
98.80
FT.
Top of "Heavy Rain" Storage -------------------
Not
Applicable
Start Pump Elevation -------------------
98.12
FT.
End Pump Elevation -------------------
97.00
FT.
Top of Sludge Storage -----
Not
Applicable
Seasonal High Watertable Elev.-------------------
0.00
Finished Bottom Elevation -------------------
90.25
FT.
Inside Top Length -------------------
117.00
FT.
Inside Top Width -------------------
962.00
FT.
Side Slopes -------------------
3:1
H:V
Lagoon Surface Area -------------------
112,554
SF
Min. Liner Thickness (if required) -------------------
1.5
FT.
Freeboard Depth -------------------
1.00
FT.
Temporary Storage Period -------------------
66
Days
Zone Depths:
TOTAL DESIGN VOLUME = 681351 (CU.FT.)
Treatment / Sludge Storage Zone Depth ----------- 6.8 FT.
Temporary Storage Zone Depth ----------- 1.1 FT.
Freeboard / Storm Storage Zone Depth ----------- 1.7 FT.
Total Lagoon Depth ---------- 9.6 FT.

Grower: Waters 3-4-5
Address: PO Box 759
Rose Hill, NC 28458
ZONE ELEVATIONS
Checke4 DSE
Date: 05/02/13
Sheet 6 of 7
TOP OF DIKE ELEV = 99.80
/ \ TOP OF STORM ELEV = 98.80 / \
STRT PMP EL.= 98.12 \ TOP OF TEMP STORAGE ELEV = 98.12 /
END PMP EL. = 97.00 \ TOP OF TREAT ELEV = 97.00 SHWT = 0.00
\_ _/
FINISHED BOTTOM ELEV = 90.25
Murphy -Brown, LLC Engineering
P.O. Box 856, Warsaw NC
293-3434

Grower: Waters 3-4-5 Designed By: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill, NC 28458 Date: 05/02/13
County: Duplin Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
NOTE: See attached Waste Utilization Plan
DESIGNED:
DATE:
COMMENTS:
This design is update of start and stop pump elevations and to show the 112
treatment volume level for sludge storage. This design does not supercede the
original certification of the farm.
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

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

OPERATION & MAINTENANCE PLAN
Proper lagoon management should be a year-round priority. It is especially important to manage
levels so that you do not have problems during extended rainy and wet periods.
Maximum storage capacity should be available in the lagoon for periods when the receiving crop is
dormant (such as wintertime for bermudagrass) or when there are extended rainy spells such as a
thunderstorm season in the summertime. This means that at the first sign of plant growth in the
later winter / early spring, irrigation according to a farm waste management plan should be done
whenever the land in dry enough to receive lagoon liquid. This will make storage space available in
the lagoon for future wet periods. In the late summer / early fall the lagoon should be pumped down
to the low marker (see Figure 2-1) to allow for winter storage. Every effort should be made to
maintain the lagoon close to the minimum liquid level as long as the weather and waste utilization
plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to irrigated does
not leave room for storing excess water during extended wet periods. Overflow from the lagoon for
any reason except a 25-year, 24-hour storm is a violation of state law and subject to penalty action.
The routine maintenance of a lagoon involves the following:
Maintenance of a vegetative cover for the dam. Fescue or common bermudagrass
are the most common vegetative covers. The vegetation should be fertilized each
year, if needed, to maintain a vigorous stand. The amount of fertilized applied
should be based on a soils test, but in the event that it is not practical to obtain a
soils test each year, the lagoon embankment and surrounding areas should be
fertilized with 800 pounds per acre of 10-10-1o, or equivalent.
Brush and trees on the embankment must be controlled. This may be done by
mowing, spraying, grazing, chopping, or a combination of these practices. This
should be done at least once a year and possibly twice in years that weather
conditions are favorable for heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter the lagoon
water. Such chemicals could harm the bacteria in the lagoon that are treating the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of the lagoon
and at least monthly and after major rainfall and storm events. Items to be checked should include,
as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes -- look for:
1. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes

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

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an overflow problem from a surface water diversion or there may be seepage into
the lagoon from the surrounding land. y
Lagoon Operation
Startup:
I. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before waste
loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the end of the
Pipe to discharge near the bottom of the lagoon during initial filling or another
means of slowing the incoming water to avoid erosion of the lining.
4. When possible, begin loading new lagoons in the spring to maximize bacterial
establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon liquid
volume. This seeding should occur at least two weeks prior to the addition of
wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below 7.0, add
agricultural lime at the rate of 1 pound per 1000 cubic feet of lagoon liquid volume
until the pH rises above 7.0. Optimum lagoon liquid pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate biological
activity. Consultation with a technical specialist is recommended if these
conditions occur for prolonged periods, especially during the warm season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily
are optimum for treatment. Pit recharge systems, in which one or more buildings are
drained and recharged each day, also work well.
n

Practice
e from
• leakingwaterersconservation
broken pipes and w shdown building
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 / 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:
s

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

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

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ)
EMERGENCY MANAGEMENT SERVICES (EMS) Io
SOIL AND WATER CONSERVATION DISTRICT (SWCp) �` Is
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) `� 4 t^ �`
COOPERATIVE EXTENSION SERVICE (CES)
a t�_at z.o
9t0�at43
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
for all employees at the facility. The following are some action items
accessible location
1. Stop the release of West You should take.
I0
L3
LM
A
E.
responses to some as. Depending on the situation, this may or may
Possible problems are listed below. Y not be possible. Suggested
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.
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.
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.
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.
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,
oon.
b) compact With a P hoes ae caused by burrd Pump back to owing animals, trap or remove animals and fill holes and
put in a submersible
y type soil -
c) Have Professional I evaluate the condition of the side walls and the lagoon bottom as soon
as Possible.
8

3.
a
5.
A
2. Assess the extent of the spill and note any obvious damages
a.
b.
C.
d.
e.
f.
9
h.
Did the waste reach surface waters?
Approximately how much was released and for what duration?
Any damage notes, such as employee injury, fish kills, or Property damage?
Did the spill leave the property?
Does the spill have the potential to reach surface waters?
Could a future rain event cause the spill to reach surface waters?
Are potable water wells in danger (either on or off the property)?
How much reached surface waters?
Contact appropriate agencies.
a. During normal business hours call your DVVQ regional office; Phone #
emergency number: [phone]. Your phone call should include:
number, telephone number, the ,After hours,
details of the incident from item 2 above, the fexact
and c of the facility, the location or direction of the movement of the spill, weather and
wind conditions. The corrective measures that have been under
seriousness of the situation.
b. If the spill leaves gropeers taken, and the
c Instruct EMS to contact local Health Department surface waters call local EMS d. Contact CE's phone number.
office for advice / technical assists cep onecal SWCD lnumber.
phone number and the local NRCS
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: Murohv Brown LLC
b. Contractors Address: P.O. Box g5 W aw NC 2g3gg
c . Contractors Phone: [phone]
Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: Kraig Westerbeek
b. Phone: (910) 2_ g
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
with release of wastes from happening again. problems

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source
Lagoons
Excessive Decaying vegetation
Vegetative Growth
—cumulation of
residues
Areas _ ..___.,,,,,a,,,,,, of animal
wastes and feed wastage
MIC —November 11, 1996
to
(Liquid Systems)
...."cnuy ro remove accumulated
solids from gutters as designed.
() Remove bridging of accumulated solids at
discharge
Maintain lagoons, settling bas�—
Pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30% of surface.
m,dinrain vegetative control along) along banks o{--
lagoons and other impoundment's to prevent
accumulation of decaying vegetative matter
along waters edge on impoundment's perimeter.
k i lesign, operate and maintain feed systems (e.g..
bunkers and troughs) to minimize the accumulation
of decaying wastage.
() Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer, 15-30 day interval during winter).
() Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewers grain and similar high moisture grain
products).
() Inspect for and remove or break up accumulated solids in filter strips around feed storage as needed.
() Eliminate low area that trap moisture along fences
and other locations where waste accumulates and
disturbance by animals is minimal.
() Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e. inspect for and remove or break up accumulated
solids as needed).
10

Dry Manure Handling Accumulations of animal Systems wastes () Remove spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 days interval during
winter) where manure is loaded for land application
or disposal.
() Provide for adequate drainage around manure stockpiles
() Inspect for and remove or break up accumulated wastes
in filter strips around stockpiles and manure handling
areas as needed.
The issues checked ()pertain to this operation. The
sound judgment landowner / integrator agrees to use
in applying insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been
reviewed with me.
(Landowner Signature)
For more information contact the Cooperative Extension Service, Department of Entomology, Box
7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC -- November 11, 1996
II

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BMP's to Minimize Odor Site Specific Practices
-- •••••ter ��������� t' fvegerative or wooded buffers:
(V)Recommended best management
practices;
(✓)Good judgment and common sense
Animal body Dirty manure ()Dry floors
surfaces covered animals
floors
(✓)Waterers located over slotted floors;
(✓)Feeders at high end of solid Floors;
(✓)Scrape manure buildup from floors;
( )Underfloor ventilation for drying
Manure collection Urine
pits
(,')Frequent manure removal by Flush, pit
Partial microbial
recharge or scrape
( )Underfloor ventilation
decomposition
exhaust fans
o�muc yaws
Dust
(✓)Fan maintenance;
(✓)Efficient air movement
Indoor surfaces
Dust
(✓)Washdown between groups of animals
( )Feed additives;
( )Feeder covers;
( )Feed delivery downspout extenders to
feeder covers
Flush Tanks
Agitation of recycled
( )Flush tank covers
lagoon liquid while tanks
( )Extend fill lines to near bottom of tanks
are filling
with anti -siphon vents
Flush alleys
Agitation during waste
( )Underfloor Flush with underfloor
water conveyance ventilation
Pit recharge
Agitation of recycled
( )Extend recharge lines to near bottom of
points
lagoon liquid while pits
pits with anti -siphon vents
are filling
Lift stations
Agitation during sump
()Sump tank covers
tank filling and drawdown
Outside drain
Agitation during waste
()Box Covers
collection or
water conveyance
junction boxes
End of drain Agitation during waste ( )Extend discharge point of pipes
pipes at lagoon water underneath lagoon liquid level
-•-y-� �� ��_� wIaLiro gas emissions
Biological mixing
(✓)Proper lagoon liquid capacity
(,')Correct lagoon startup procedures
Agitation
( )Minimum surface area -to -volume ratio
(,')Minimum agitation when pumping
( )Mechanical aeration
( )Proven biological additives
Irrigation sprinkler High pressure agitation
(,')Irrigate on dry days with little or no wind
nozzles Wind draft
(,')Minimum recommended operation pressure
(✓)Pump intake near lagoon liquid surface
( )Pump from second -stage lagoon
12

Storage tank or
basin surface
Partial microbial (
decomposition Mixing
)Bottom or midlevel loading
while (
filling
)Tank covers
Agitation when emptying(
)Basin surface mats of solids
(
)Proven biological additives or oxidants
Settling basin
surface
Partial microbial decom- (
position Mixing while filling
)EMend drainpipe outlets underneath liquid
level
Agitation when emptying (
)Remove settled solids regularly
Manure, slurry or
sludge spreader
Agitation when spreading
Volatile gas emissions (
)Soil injection of slurry/sludges
outlets
(
)wash residual manure from spreader after use
(
)Proven biological additives or oxidants
Dead animals
Carcass decomposition (
)Proper disposition of carcasses
disposal pits
­­" ueuurnposinon
( )Complete covering of carcasses inburial pits
( )Proper location / construction of disposal pits
Incinerators
Incomplete combustion
( )Secondary stack burners
Standing water
around facilities
improper drainage
Microbial decomposition
(')Farm access road maintenance
of
organic matter
away from facilities
Manure tracked
onto public roads
Poorly maintained access
roads
(✓)Farm access road maintenance
from farm access
Additional 1 nform anon:
Available From:
Swine Manure Management 0200 Rule / BMP Packet
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet
Swine Production Facility Manure Management:
NCSU-County Extension Centel
Pit Recharge —Lagoon Treatment:EBAE128
Swine Production Facility Manure Management:Underfloor
88NCSU-BAE
Fluse-lagoon Treatment 129-88NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment Storage;
and EBAE103-83NCSU-BAE
Calibration of Manure and Wastewater Application Equipment EBAE Fact Sheet Controlling Odors from Swine Buildings;
NCSU-BAE
PIH-33
Environmental Assurance Program: NPPC Manual
NCSU-Swine ExtensionAssoc
Options r Managing the Swine Task FFlies;
OOdor$
NC Pork Producers
orce
NuisanceoConcernns in Animal ManurerManagement: a ddor
1995 Conference Proceedings PR0101,
NCSU Agri Communication
Florida Cooperative Extension
The issues checked ( ) pertain to this operation. The landowner / integrator agrees to
use sound judgment in applying odor control measures as practical.
I certify the aforementioned odor control Best Management Practices have been reviewed
with me.
(Landowner Signature)
13

Insect Control Checklist for Animal Oneratinne
rmsn gutters . Accumulation of solids
n
Lagoons and pits . Crusted solids
J
Nosh system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed
Remove bridging of accumulated solids at
-----.•-....»s��•,�, ooulwg oasms and pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6 to
8 inches over more than 30 ercent of surface
growth Decaying vegetative . Decaying vegetation Maintain vegetative control along banks of
growthExI lagoons and other impoundments to prevent
accumulation of decaying vegetative matter along
water's ed eon im oundment's perimeter.
• Feed spillage
0
AMIC — November 11, 1996, page 1
'Design, operate, and maintain feed systems (e.g.,
bunkers and troughs) to minimize the
accumulation of decaying wastage
Clean up spillage on a routine basis (e.g., 7- to
10-day interval during summer; 15- to 30-day

Insect Control Checklist for Animal Operations
Source Cause
Feed storage . Accumulations of feed residues BMPs to Control Insects
g Reduce moisture accumulation within and
around 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)
Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
Animal holding areas . Accumulations of animal wastes needed
EE Eliminate low areas that trap moisture along
and feed wastage fences and other locations where waste
accumulates and disturbance by animals is
minimal
IEMaintain fence rows and filter strips around
animal holding areas to minimize accumulations
of wastes (i.e., inspect for and remove or break up
Dry manure handling . accumulated solids as needed g Accumulations of animal wastes ___I
Remove spillage on a routine basis (e.g., 7- to ] 0-
systems
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
❑Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and
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
• Swine production
surfaces Dirty manure -covered animals
rioor surtaces . Wet manure -covered floors
• Urine
• Partial microbial decomposition
•--.•..".��.� cnuausr Volatile gases
fans
• Dust
muuur surraces . Dust
tanks • Agitation of recycled lagoon
liquid while tanks are filling
Agitation during wastewater
conveyance
AMOC —November 11, 1996, page I
BXX
vegetative or wooded buffersRecommended best management practices
nGood judgment and common sense
MI
N
Waterers located over slotted floors
Feeders at high end of solid floors
Scrape manure buildup from floors
Underfloor ventilation for drying
.�yu�I« manure removal by flush, pit recharge,
or scrape
Underfloor ventilation
❑ Fan maintenance
r-�,7 Efficient air movement
IR
u b• vo �, numiais
❑Feed additives
X
❑ Feeder covers
Feed delivery downspout extenders to feeder
IL JI covers
❑ Flush tank covers
Extend fill lines to near bottom of tanks with
anti -siphon vents
❑ Underfloor flush with underfloor ventilation

Pit recharge
Lift start-
Outside-
collection orjunction
End
Lagoon
nozzles
surface
Swine Farm Waste Management Odor Control Checklist
• Agitation ofrecyc-
liquid while pits are filling
• Agitation during sump tank
rn:__ . _
• Agitation during wastewater
conveyance
at Agitation during wastewater
• Volatile gas emissions
• Biological mixing
• Agitation
• High pressure agitation
t
• Wind drift
narge lines to near
vents
cover
❑ Box covers
uiscnarge point of pipes underneath
ath
lagoon liquid level
Proper lagoon liquid capacity
Correct lagoon startup procedures
Minimum surface area -to -volume ratio
1 x I Minimum agitation when pumping
❑"' I Mechanical aeration
Proven biological additives
on dry days with h
ElMinimum recommended operating pressure
7 Pump intake near lagoon liquid surface
11
or basin • PaPump from second -stage lagoon
rtial microbial decomposition
❑ Bottom or midlevel loading
• Mixing while filling
El Tank covers
• Agitation when emptying
❑ Basin surface mats of solids
❑ Proven biological additives or oxidants
AMOC —November 11, 1996, page 2

Swine Farm gement Odor Waste Mana
Source Control Checklist
Settling basin surface • Cause
Partial microbial decomposition BMPs to Minimize Odor
Extend drainpipe outlets underneath liquid level
• Mixing while filling
Remove settled solids regularly
Manure, slurry, or A nation when ern t in
sludge spreader outlets Agitation when spreading
❑ Soil injection of slurry/sludges
• Volatile gas emissions
manure, • Volatile gas emissions while
slurry, or sludge on
field surfaces drying
Lean animals
• Dead animal disposal Carcass decomposition
pits Carcass decomposition
❑ Wash residual manure from spreader after use
Proven biological additives or oxidants
❑ Soil mlectton of slurry/sludges
❑ Soil incorporation within 48 hours
❑ Spread in thin uniform layers for rapid drying
Proven biological additives or oxidants
X Proper disposition of carcasses
❑I Complete covering of carcasses in burial pits
Proper location/construction of disposal pits
Incinerators
• Incomplete combustion
Standing water around . Secondary stack burners
facilities Impropor drainage
❑ Grade and landscape such that water drains away
• Microbial decomposition of X from facilities
Manure tracked onto • °r anic matter
Public roads From faun Poorly maintained access roads
access ❑ Earrrt access road maintenance
X
AMOC — November 11, 1996, page 3

Additional Information:
Swine Manure Marra P o ..
VKule/BMP Packet
Swine Production Farm Potential OdorSources and Remedies; EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge— Lagoon EBAE 128-88
Swine Production Facility Manure Management: UnderfloorFlushLagoonTreatmet EBAE 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storage; Calibration of Manure and Wastewater Application Equipment; EBAE FaEBAE ] 03-83
ct Sheet
Controlling Odors from Swine Buildings; PIH-33 Environmental Assurance Program; NPPC Manual
Options for Managing Odor;
Nuisance Concerns ia report from the Swine Odor Task Force
n Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings
AMOC - November 11, 1996, page 4
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

Primary Secondary
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.
Routine Mortality
Version —November 26, 2019
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.
a
Landfill t municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
136 fill at
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
cOmP
ng
Sumer osti es Veterinary roved Division ( and permitted by the NC Department of Agriculture & Con -
additional requirements must be met and a permit iattach copy ofs equiredermit.tfrom NCtDis
EQstributed off -farm,
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
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 avariety 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
waste management system permit). (refer to facility's animal
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
/ additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm Owner/Manager 2/26/1g
y / > Date
Signature of Technical Specialist 2/26/79
Date

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