780091_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 Genet -at Permit
On September 30. 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management S)sterns will
expire. As required by these permits. racilities that haNe been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must ipplv for renewal at least 180claos prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources b, 110 later than April 3, 2019.
Please do nol leave airy question unansivered. Please verify all information and make taki, necessaq corrections belmv.
ApplIcalion nuist be signed and dated At, lite Perinitlee.
I . Farm Number 78-0091 Certificate Of Coverage Number: AWS780091
2. Facilitv Name: 5075 & 5076
3. Landowner's Name (same as air the Waste Management Plan): MurphV-Brown LLC
4. Landowner's Mailing Address: PO Box 856
Cite: Warsaw State: NC Zip: 28398-0856
I clephone Number: 910-293-3434 Ext. E-nmil: rmwnlle�
5� Facility's Physical Address:
City: State: Zip:
6. County %%here Facility is located Robeson
7. Farm Manager's Name (if different from Landowner):
8. Farm Manager's telephone number (include area code):
9. Integrator's Name (ifthere is not an Integrator, write "None"):
10. Operator Name (OIC): Ronald Lee Matthe"s Jr.
11. Lessee's Name (ifthere is not a Lessee, write "None"):
David C Nordin
910-293-5330 Ext.
MIJrr)hv-Bro"n LLC
Phone No.: 910-281-3146
12. Indicate animal operation type and number
Current Permit: Operations type Allowable Count
Swine - Feeder to Finish 17,600
Oneration Tynes,
Swine
Cattle
Dry Poult"
Wean to Finish
Dairy Calf
Non Laying Chickens
Wean to Feeder
Daury Heiler
Laving Chickens
Farrow to Finish
Milk Cow
Pallets
Feeder to Finish
Dn Cor
TIArkcvs
Far i ow, to Wean
Beef Stocker Calf
Turke�r Pullet
Farrow to Feeder
BeefFeeder
Boar/StUd
Beef Broad Co"
Wet Poultry
Gilts
Other
Non Laying Pullet
Other
Layers
OIC #: 990008
Other Tvoes
Hot ses - I lorses
Horses - Other
Sheep - Sheep
Sheep - Other

13. Waste Treatment and Storage Lagoons (VeriFNI the following information is accurate and couript etc. Make all access an,
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, S) nthetic,
UnLnomi)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
7075
26DO
-?0-75
31 00
;WS(p)
2900
-.1 c.1 2WUO
1.6
7075A
�C,
V UO
7075B
\QA5- Ml
CA ci- �A
LP3(-
7876
16,00
ZU76—
29.00
29.00
7076A
u i 4D
-26-,OCr- C),
7076B
k OAS - 19"A
V>—
'SI 0
q
,6-W 70,
Mail one (1) copy of the Certified Animal Waste Management Plan (CANN'MP) nith this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
I, *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. iffigation, 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 [and application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f The MaXionUal PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
It. The required NRCS Standard specifications
2. A site nitip/schematic
1 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/suarage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide an) site eNaluations. "etland deterninanions, or hazard classifications that inay be applicable to
your facild).
& Operation and Maintenance Plan
3(o
5 it,
If your CAWNIP includes any components not shown on this list, please include the additional components with %'Our subunitod.
(C�g. C0111P(Isting, 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 theCANNAIP items aboric to: 2019PeriiiitReneNial'(Fiiedenr.go�r

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 me not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, 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: '__r Title: �.�l V\ e—
Signatl� Date: \C�
Name: Title:
Signature! Date:
Name: Title:
Signature: 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)
k'aisti . n or. (&ew) or Expanded (Pleasecirclo one)
tWF:'rj4F5E Filgli(S SIIAR� A Lot)k
General Information: A'40 wftit RF"PleE CNCY eme
Name of Farm: CA KkoLC 1�, pAgm -W I (RS Facility No:_-
Owner(s) Name: OARA)ujs 1:7oaios Phone No: Q
_qL
Mailing Address: p.o. 60K 6,56 , WAaSAW ap,31)8
Farm Location: County Farm is located in: gnBi3�c,,,(
Fourteen Digit Hydrologic Unit: V-3o4-62*4o*oc4z)
Latitude and Longitude: 340 3-7' 5,�l ff)v / 7-? a z3 '_ 4-o 'W Integrator: CVRAt( '4
_� a %g4 r4,
Please attach a copy of a county road map with location identified and describe below (Be specific:
road names, directions, milepost, etc.): 7Arw Atc.18&86 -�r,107W 6V7- 0.- W4XM1,(. 7—Ve
a " 54 /to 7 , F-AZt4 X-v 5k 7-He _5W n-;#,Dv 0,- -Te //o 7. AVzfix -
0 F- :5P- 11 -377 4 5e u3 t -
Operation Description:
Type of Swine No ofAnimals
0 Wean to Feeder
0 Feeder to Finish 1-70 6C, (-rb-rA L)
() Farrow to Wean
0 Farrow to Feeder
Farrow to Finish
Gilts
Boars
Type of Poultry No ofAnimals Type of Cattle No of,,lmunals
oLayer ()Dairy
opullets OBeef
Other Type of Livestock: Number of Animals;
Acreage Available for Application: ITI. 18 Required Acreage: L3 .0
Number of Lagoons/Storage Ponds: __+ C
_MrAC) Total Capacity: t,cj42_, ZA4 Cubic Feet (0)(-2rbTAL
Are subsurface drains present on the farm: 6E-S) or NO (pleme circl one) 4�r-Tb BE Pj2t400F0 x" cii4
— b4lease circle one) tAFAu. L.%Ge,�g
If YES: are subsurface drains present in the area of th GOON or SPRAY FIEL
Owner/Manager Agreement
[(we) verify that all the above information is correct and will be updated upon changing. .1 (we) understand the operation and maintenance
procedures estabUshed 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 wute 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 stomi event less severe than the Z5-ycar, 24-hour stom 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 famn and at the office of the local Soil and Water
Conservation District. I (we) know that modification must be approved by a technical specialist and.iubmitted to the Soil and Water Conservation
District prior to implementation. A change in land ownership requires written notification to DEM or a now certification (if the approved plan is
changed) within 60 days of a title transfer.
Name of Land Owner: CAMot.Cs Fo-eDs. a]iAr. C00101060228
Date:
Name of Manager (if different fr6m
Signature: Date:
AWC -- August 1, 1997 1

Murphy -Brown, LLC 5/12/2010 2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
NUTRIENT UTILIZATION PLAN
Grower(s): Murphy -Brown, LLC
Farm Name: 6075 & 6076 (7075&7076); Fac. No.: 78-91
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Storage Period: >1 80 days
Application Method: Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients In the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops In the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in Implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure [hat 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 then 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 mining, or when the surface Is frozen
Either of these conditions may result In runoff to surface waters which Is not allowed
under DWQ regulations.
6. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1 of 11

This plan is based on the waste application method shown above. If you choose to change
methods In the future, you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste Is based on typical nutrient content
for this type of facility, In some cases you may want to have plant analysis made, which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flo)dble so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH In the optimum range for specille crop production.
This waste utilization plan, If carried 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, W, tons, etc.):
Capacity Type Waste Produced per Animal Total
Farrow to Wean
3212 gaVyr
galtyr
Farrow to Feeder
4015 galtyr
gavyr
Farrow to Finish
losm gettyr
gavyr
Wean to Feeder
223 gaVyr
gal/yr
17600
Feeder to Finish
986 gatlyr
17,353,600 Lai/ r
Total 17,353,500 gal iyr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (lbs):
Capacity Type Nitrogen Produced per Animal Total
Farrow to Wean
97.4 lbstyr
lbs/yr
Farrow to Feeder
6.5 lbs/yr
lbs/yr
Farrow to Finish
26 lbs/yr
lbs/yr
Wean to Feeder
0.48 lbstyr
lbs/yr
17600
Feeder to Finish
2.3 lbs/yr
40,480 lbs/yr
Total 40,480 lbs/yr
Applying the above amount of waste Is a big job. You should plan time and have appropriate
equipment to apply the waste In a timely manner.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under Irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage: 274
Total N Required 1st Year: 79859.25
Total N Required 2nd Year: 54928.11
Average Annual Nitrogen Requirement of Crops: 67,393.68
Total Nitrogen Produced by Farm: 40,480.00
Nitrogen Balance for Crops: (26,913.68)
The following table describes the specifications of the hydrants and fields that contain [he 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

TMct Field lmqatcd Soil ist crop TiMeto 1=Cmp I$tCmp Lbs!W� LlnN TOW11"N
Acreage Type Codo_ Applv Yield lin NIUnit Residual lAc UUH�
M! id R MI-19 —09"
TOMM 274 44388LS' 35470.74 7M.Q.25
3(,) of 11

Reception Area Specifications Optional Lea�d Fields
Traa Field Irrigated soil Ist Crop Timeto 1stCrop IstCrop I-tisl,ll� Lt� N Total ft,s N
A,:reate Type Code Apply Yield It,s N/Unit Residual IAC Utilized
2nd Crop Tim W 2nd Crop 2nil Crop Llos WAc LA,s N Tout Ms N
Code Apply Yield lbs NfUnit Residual IAC Utilized
Total
Lbs N/Ac
Total W. N
Utilized
I
I
• Letse
Ll
1 10.8
0
Apr 51
45.0
4
180
ig"
0
0
180
19"
• Lease
L2
247
2.47
Lynchburg
0
Apr--�W!i
46.0
4
184
454.48
0
0
184
454.48
Hlease,
L3
21.52
2' 52
Rains _
0
".0
4
176
3787.52_
0
0
176
3787.52
H 1-532E.
L4
L4
12 _05
12.05
Lynchoung
0
Apr-SeptI5
46.0
4
1114
2217.2
0
0
194
2217.2
T35305
L5
18.02
18 02
Watoran,
C
IAW-Seg
5.5
so
275
4955.5
K
Sepl-Apr
I
5D
so
901
325
5856Z
T353DS
L6
L6
9.13
9,3
N
Nodok
0
.0
4
168
1533.84
0
0
i6a
1533.84
T35305
L7
L7
24 67
24.67
Norfok
0
Apw-szeipml
420
so
2100
51807
0
0
2100
51607
Optional C�
• Lease,
Ll
Ll
'0.8
10.8
cowspDro
D
FetilSlune
130.0
125
1
147.5
1593
0
0
147.6
1593
• Lewe
L27
Z.4f
LyrChoUrp
0
FW`15�
125.0
1.25
15
141.25
348.aa75
1 0
0
141.25
348.aa75
• Lease
1
21.52
Rains
D
Fel:,15�
125.0
125
is
141.25
3039.7
0
0
14125
3039.7
12.05
L
D
FW15-Jurie
125.0
1 125
15
141.25
1702.063
0
0
141-25
1702.063
I L5
1 9.13
Norfolk
D
Febl5-km
115.0
125
15
128.75
1175.489
0
0
128.75
1775.488
T35305
L7
24.67
Norldk
D
Fe:,15,km
115.0
1.25
15
128.75
3176.263
0
0
128.75
3176.2.3
1
HLeose
I LI
10.8
Goidsocro
N
Sept-Ap,
MO
2.4
156
1694.a
0
0
156
1684.8
A L�T
L2
2.47
Lynchouro
N
55.0
Z4
132
a26.04
0
0
132
326.04
HI -ease
L3
21.52
Rains
N
Seat-Atir
55.0
24
132
2840.64
0
0
132
29Q.64
L4
12.05
1
L-Wichbund
N
SeptW
550
24
132
1590.6
0
0
132
1590.6
j�Lr
5
6
F
913
N
SMApr
60.0
2.4
1�
1314.72
0
0
1"
1314.72
T353[15:P:]�
Ilciollt
N
Septkar
60.0
74
3552.48
0
0
1"
3552.48
• Lease
LI
10's
G�
F
Marluly
9250
0.12
15
96
1036.8
0
0
96
1036.8
• Lease
L2
2.47
1
F
�-Jwv
, 850.0
012
15
87
214.89
0
0
87
214�89
HL.
1 21.52
Rai"a
F
ival,'kly
8010
0a12
is
8i
174312
0
0
81
1743.12
H Lwse
L4
1 12.05
11-yrichilulF
lMar-�*
850.0
0.12
15
87
104a.36
0
0
87
1048.35
T35305
L6
I I,
1
1
875.0
0.12
15
90
821.7
0
0
90
821.7
T3s355
L7
24 7
Nufo*
F
Mar�.Ittly
8750
012
is
90
22M3
0
0
90
2220.3
PEI
9S." 66l
3(c) of 11

This plan does not Include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy [he requirements of the crops listed above.
The applicator Is cautioned that P and K may be over appled 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 Intoriplanted fields ( i.e. small grain, etc, interseeded In barmucla), forage must be removed
through grazing, hey, 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 flelds 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 definately 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 graln Is planted In the (all.
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
Lbs N utilized / unit yield
A
Barley
1.6 lbs; N I bushel
B
Hybrid Bermudagrass - Grazed
50 lbs N I ton
C
Hybrid Bermuclagrass - Hay
50 lbs N I ton
D
Corn - Grain
1.26 Ibs; N / bushel
E
Corn - Silage
12 lbs N / ton
F
Cotton
0.12 lbs N / lbs lint
G
Fescue - Grazed
50 lbs N / ton
H
Fescue - Hay
50 lbs IN / ton
I
Oats
1.3 lbs N / bushel
j
Rye
2.4 lbs N / bushel
K
Small Grain - Grazed
50 lbs N / acre
L
Small Grain - Hay
60 lbs N / acre
M
Grain Sorghum
2.6 lbs N / cwt
N
Wheat
2.4 lbs N / bushel
0
Soybean
4.0 Ibs N / bushel
P
Pine Trees
40 lbs N I acre I yr
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated. and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the Fields
listed may. and most likely will be, more than the acres shown In the tables.
See attached map showing the fields to be used for the utilization of animal waste.
4 of 11

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
In the lagoon sludge
Farm Specifications PAN/yrianimal
Farm Total/yr
Farrow to Wean
0.84
Farrow to Feeder
I
Farrow to Finish
4.1
Wean to Feeder
0.072
17600 Feeder to Finish
0.36 6336
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 6336 pounds of plant available nitrogen per year 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 31680 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermucla grass heyland at the
rate of 300 pounds of nitrogen per acre, you will need 105 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 253.44 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 [he nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for �1180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no Instance should [he volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboatcl except in the event of the 25 year 24 hour storm.
It Is the responsibility of the producer and waste applicator to ensure [hat the spreader equipment
Is operated properly to apply [he 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.
5of 11

Application Rate Guide
The follovving is provided as a guide for establishing application rates and amounts.
Soil
Application Rate
Application Amount
Tract
Hydrant
Type
Crop
In/hr
Inches
T34836
P11
Goldsboro
0
0.4
1
T34836
P2
Lynchburg
D
0.65
1
T34836
P3A
Rains
D
0.4
1
T34836
P313
Rains
D
0.4
1
T34836
P4
Lynchburg
0
0.65
1
T34836
P5
Goldsboro
D
0.4
1
T34836
6
Lynchburg
C
0.65
1
T34836
7
Lynchburg
C
0.65
1
T34836
Sub P11
Goldsboro
D
0.4
1
T34836
Sub P2
Lynchburg
D
0.65
T34836
Sub P3A
Rains
D
0.4
T34836
Sub P313
Rains
D
0.4
T34836
Sub P4
Lynchburg
0
0.65
1
T34836
Sub P5
Goldsboro
0
0.4
1
6 of I I

Additional Comments:
This plan revised to show a crop change in fields 6 & 7 from row crops to
bermucla hay with small grain over -seed. Also, subfield acres for fields P1 -P5
were added and some of the field and pivot acres changed slightly due to a
new GPS map of the facility and a recalculation of the pivots coverages.
Cotton may be substituted for corn if desired. If this option Is utilized, the
folloWng rates and applicatIon windows should be followed:
Soil Type lbs.N/acre Application Window
Goldsboro 96 March 15-July
Lynchburg 87 March 1 5-July
Rains 81 Match 16-July
Residual N from soybeans has been accounted for in the rates shown above.
A small grain cover crop may be planted in the row cfop fields if desIred. The
rates shall be 30 lbs. N/ac with an application window of Sept -April and the
amount applied must be deducled from (he following crops starting PAN rate.
7 of 11

NUTRIENT UTILIZATION PLAN CERTIFICATION
Narne of Farm:
Owner:
Manager:
Owner/Manager Agreement:
5075 & 5076 (7075&7076); Fac. No.: 78-91
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 now facilities, will require a
now nutrient management plan and a new certification to be submitted to DWO 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 NCDWQ upon request.
Name of Facility Owner: Murphy-Srown, LLC
Signature:
Name of Manager (if different from owner):
Signature:
Name of Technical Specialist:
M, Kevin Weston
Affiliation:
Murphy -Brown, I.L.C.
Address:
2822 Hwy 24 West, PO Drawer 856
Warsaw, NC 28398
Telephone;
[phone]
Signature: 4691"_l .0
Date
8 of I I

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, menmade
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
Miss.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
9 of 11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
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 $oil$
with a high potential for leaching. Wastelnutrient loading rates on these soils should be
held to a minimum and a suitable Mnter 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.
Any new swine facility sited on or after October 11, 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
(continued)
17 A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced. as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc.,
are limited to areas where considered appropriate. Lagoon areas should be kept mowed
and accessible. Berms and structures should be Inspected regularly for evidence of
erosion, leakage, or discharge.
18 If animal production at the facility is (D 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.
2o 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-p)ant 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

Farms 5075 & 5076
F= No.: 78-91
scdc�l'-Sw
.. ./.off .11.�
I— wn
T� F

Address: PO Box 856
Warsaw, NG 28398
Countv: Robeson
FARM INFORMATION
Nursery:
Wean to Finish:
Finishing:
Farrow to weanling:
Farrow to feeder:
Farrow to finish:
Boars:
Storage Period:
25-Year 24 Hr Storm Event
"Heavy Rain" Factor
Rainfall in Excess of Evaporation
Additional Water Usage:
Additional Drainage Area:
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape?
Does Operator Want Emergency Spillway?
Was This Design Built Prior to Sept. 1996?
Is Drain Tile Req'd to Lower SHWT?
Seasonal High Water Table Elev: -------
Freeboard: -------
Emergency Spillway Flow Depth:
Side Slopes: -------
Inside Top Length:
Inside Top Width:
Top of Dike Elevation: -------
Finished Bottom Elevation: -------
Start Pump Elevation: -------
Stop Pump Elevation: -------
LAGOON VOLUME REQUIRED VOL.
Storm Stor = 174600 (Cu.Ft.)
Temporary = 325009 (Cu.Ft.)
Permanent = 742500 (Cu.Ft.)
Total Volume =
Checked By: DSE
Date: 01/07/16
Sheet 1 of 7
Farm Population:
(Y/N) ------------
REQUIREDMM!
(Y/N) ------------
(Y/N) ------------
Depth
13.04 Ft.
27.84 In.
64.68 In.
DESIGN VOLUMES
176,088 (Cu.Ft.)
377,553 (Cu.Ft.)
112 Treatment Volume = 371,250 (CuXt.)
1/2 Treatment Volume Elevation 44.60 Ft.
90 Temporary Storage Volume Elevation 49.46 Ft.
Min. Required Liner Thickness
Lagoon Surface Area: (Inside TOD)
N
N
N
N
0
0
4400 Hid.
0
0
0
0
180 Days
7.5 In.
7.5 In.
7.0 In.
0
0
0.00
1.0 Ft.
0
3 :1 (H:V)
388.0 Ft.
360.0 Ft.
53.38 Ft.
40.34 Ft.
51.06 Ft.
47.99 Ft.
% REQ'D.
100.28%
116.17%
104.64%
107.04%
105.33 In.
47.19 In.
1.9 Ft.
139,680 S.F.
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw, NC 28398 [phone]

Address: PO Box 856
Warsaw, NC 28398
County: Robeson
Checked By: DSE
Date: 01/07/16
Sheet 2 of 7
ACTUAL ESIGIN VOLUME CALCULATIONS
BASE VOLUME:
Cu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.)
Area (SF)
Incr. Vol. (Cu. FT)
Cumul. Vol. (Cu.
FT)
40.34
87,278
0
41.00
89,636
58,382
58,382
42.00
93,269
91,452
149,834
43.00
96,973
95,121
244,955
44.00
100,750
98,862
343,817
45.00
104,599
102,674
446,491
46.00
108,519
106,559
553,050
47.00
112,512
110,516
663,566
48.00
116,577
114,544
778,110
49.00
120,713
118,645
896,755
50.00
124,922
122,818
1,019,572
51.00
129,202
127,062
1,146,634
52.00
133,555
131,379
1,278,013
53.00
137,980
135,767
1,413,781
53.38
139,680
52,755
1,466,536
These volumes were calculated using
the vertical average end area method.
TOTAL REQD VOL 1,242,109 CIF
CUMULATIVE
VOL.
ZONE VOL.
107.04%
END PUMP = = = =
47.99 FT
776,964 CIF
TR'MT
776,964
104.64%
START PUMP = =!
51.06 FT
1,154,517 CIF
TEMP
377,553
116.17%
MAX STORAGE =
52.38 FT
1,329,605 CIF
STORM
175,088
100.28%
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw, NC 28398 [phone]

Address: PO Box 856
Warsaw, NC 28398
MINIMUM EQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
Checked By: DSE
Date: 01/07/16
Sheet 3 of 7
=1mal Type Capacity ALW (cu.ft.flb) Totall
Nursery
0
30
1.00
0
Wean to Finish
0
115
1.00
0
Finishing
4,400
135
1.00
594,000
Farrow to w�anling
0
433
0.67
0
Farrow to feeder
0
522
0.67
0
Farrow to finish
0
1,417
1.00
0
jBoars
0
400
0.50
b
rotal Required Treatment Volume (cu. ft.)-
Sludge Storage Volume:
694,000
nnimal Type Capacity ALW (cu.ft./lb) �Total
Nursery
0
30
0.25
0
Wean to Finish
0
115
0.25
0
Finishing
4,400
135
0.25
148,500
Farrow to weanling
0
433
0.17
0
Farrow to feeder
0
522
0.17
0
Farrow to finish
0
1,417
0.25
0
[Boars
0
400
0.125
Votal Required Sludge Storage Volume (cu. ft.)=
Temporary Storace Volume:
Manure Production:
148,500
jAnimal Type Capacity Sto. Period d./day) = Total
Nursery
0
180--o-30
1 0
Wean to Finish
0
180
1.17
0
Finishing
4,400
Igo
1.40
1,108,800
Farrow to weaning
0
180
4.30
0
Farrow to feeder
0
180
4.50
0
Farrow to finish
0
180
13.50
0
jBoars
0
180
4.00
0
Total Manure Production (gals.)=
Total Manure Production (cu.ft.)=
Excess Fresh Water:
1,108,800
148,235
Animal Type Capacity Sto. Period d./day) = Total --
Nursery
0
180
0.20
0
Wean to Finish
0
180
0.77
0
Finishing
4.400
180
090
-712,800
Farrow to weanling
0
180
2.90
0
Farrow to feeder
0
180
3.50
0
Farrow to finish
0
180
9.50
0
jBoars
0
180
230
0
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cuft)=
712,BOO
95,294

Grower: 50753A Designed By: KEW
Address: PO Box 856 Checked By: DSE
Warsaw, NG 28398 Date: 01101116]
County, Robeson Sheet 4 of 7
Temporary Storage Volume: (Cont.1
Rainfall in Excess of Evaporation:
Vol,=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft
Vol.= (139680 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall In Excess of Evap. (cu.ft.)= 81,480
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'l DrainageArea) * 10OYr,/24Hr. Storm(in) / 12in./ft.
Vol.= (139680sq,ft + Osq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 10OYr./24Hr. Storm Event (cu.ft)= 87,300
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'l Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (139680 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) = 87,300
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
Total Required Storm Storage
(10OYr. / 241-1r. Storm +'Heavy Rain')=
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage)
Total Required Permanent Storage
(Treatment + Sludge)
TOTAL REQUIRED VOLUME = 1242109 (CU.FT.)
174,600 (CU.FT)
325,009 (CU.FT)
742,500 (CU.FT)

Address: PO Box 856
Warsaw, NC 28398
Countv: Robeson
LAGOON DESIGN SUMMARY
)esigned By:
Checked By:
Date:
5
DSE
01/07/16
Top of Dike Elevation -------------------
53.38
FT.
Emergency Spillway Crest Elevation -------------------
453_oT- Ne6AtAppftable
Top of 1 OOYr. / 2411r. Storm Storage -------------------
52.38
FT.
Top of "Heavy Rain" Storage -------------------
51.72
FT.
Start Pump Elevation -------------------
51.06
FT.
End Pump Elevation -------------------
47.99
FT.
Top of Sludge Storage
41.99
FT.
Seasonal High Watertable Elev. --- - --------
0.00
Finished Bottom Elevation -------------
40.34
FT.
Inside Top Length — ------------ — ---
388.00
FT.
Inside Top Width — ------------ — ---
360.00
FT.
Side Slopes -------------- - ---
3:1
H:V
Lagoon Surface Area -------------------
139,680
SF
Min. Liner Thickness (if required) -------------------
1.9
FT.
Freeboard Depth -------------------
1.00
FT.
Temporary Storage Period -------------------
180
Days
Zone Depths:
TOTAL DESIGN VOLUME = 1329606 (CU.FT.)
Treatment / Sludge Storage Zone Depth ----------- 7.7 FT.
Temporary Storage Zone Depth ........... 3.1 FT.
Freeboard / Storm Storage Zone Depth — --------- 2.3 FT.
Total Lagoon Depth ----------- 13.0 FT.

Grower: 50753A
Address: PO Box 856
Warsaw, NC 28398
STRT PMP EL.= 51.06
ZONE ELEVATIONS
TOP OF DIKE ELEV = 53.38
TOP OF STORM ELEV = 52.38
TOP OF HEAVY RAIN ELEV = 51.72
TOP OF TEMP STORAGE ELEV = 51.06
END PMP EL. = 47.99 TOP OF TREAT ELEV = 47.99
—TOP OF SLUDGE ELEV = 41.99
FINISHED BOTTOM ELEV = 40.34
Checke(DSE
Date: 01/07/16
Sheet 6 of 7
SHWT 0.00
[phone]

Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 01/07/16
County: Robeson 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 in August, 2003,
Emergency Spillway:
An Emergency Spillway is required due to design guidelines.
% 10%
N\A CAR 01, 11
NOTE: See attached Waste Utilization Fit
an
SE L
023994
DESIGNED: $1,
I N
DATE: 1/74.1-
t
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.
Box 856,
293-3434

Address: PO Box 856
Warsaw, NC 28398
FARM INFORMATION
Nursery:
Wean to Finish:
Finishing:
Farrow to weanling:
Farrow to feeder:
Farrow to finish:
Boars:
Storage Period:
25-Year 24 HF Storm Event
"Heavy Rain" Factor
Rainfall in Excess of Evaporation
Additional Water Usage:
Additional Drainage Area:
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape?
Does Operator Want Emergency Spillway?
Was This Design Built Prior to Sept. 1996?
Is Drain Tile Req'd to Lower SHWT?
Seasonal High Water Table Elev: -------
Freeboard: -------
Emergency Spillway Flow Depth:
Side Slopes: -------
Inside Top Length:
Inside Top Width:
Top of Dike Elevation: -------
Finished Bottom Elevation: -------
Start Pump Elevation: -------
Stop Pump Elevation: -------
LAGOON VOLUME REQUIRED VOL.
Storm Stor= 168295 (Cu.Ft.)
Temporary = 322067 (Cu.Ft.)
Permanent = 742500 (CuXt.)
Checked By: DSE
Date: 01/07/16
Sheet 1 of 7
P MON
DESIGN
Farm Populatiom
(Y/N) ------------
REQUIRED!!!!!!!
(Y/N) ------------
(YIN) ------------
Depth
13.04 Ft.
27.84 In.
64.68 In.
DESIGN VOLUMES
168,694 (Cu.Ft.)
362,989 (CuXt.)
11/2 Treatment Volume = 371,250 (Cu.Ft.)
1/2 Treatment Volume Elevation 44.45 Ft.
90 Temporary Storage Volume Elevation 49.41 Ft.
Min. Required Liner Thickness
Lagoon Surface Area: (Inside TOD)
N
N
N
N
0
0
4400 Hd.
0
0
0
0
180 Days
7.5 In.
7.6 In.
7.0 In.
0
0
0.00
1.0 Ft.
0
3 :1 (H:V)
388.0 Ft
347.0 Ft.
53.38 Ft.
40.34 Ft.
51.06 Ft.
47.99 Ft.
% REQ`D.
100.18%
112.71%
100.19%
103.46%
107.18 In.
47.69 In.
1.9 Ft.
134,636 S.F.
Mutphy-Brown, LLC Engineering P.O. Box 856, Warsaw, NC 28398 [phone]

Grower: 50753B
Address: PO Box 856
Warsaw, NC 28398
Checked By: DSE
Date: 01/07/16
Sheet 2 of 7
ACTUAL DESIGN
VOLUME CALCULATIONS
BASE VOLUME:
Cu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.)
Area (SF) Incr. Vol. (Cu. FT)
Cumul. Vol. (Cu. FT)
40.34
83,251
0
41.00
85,558
55,707
55,707
42.00
89,112
87,335
143,042
43.00
92,739
90,926
233,968
44.00
96,438
94,588
328,556
45.00
100,208
98,323
426,879
46.00
104,051
102,130
529,009
47.00
107,966
106,008
635,017
48.00
111,952
109,959
744,976
49.00
116,011
113,982
858,957
50.00
120,141
118,076
977,033
51.00
124,344
122,243
1,099,276
52.00
128,619
126,481
1,225,758
53.00
132,965
130,792
1,356,550
53.38
134,636
50,844
1,407,394
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL 1,232,862
CF
CUMULATIVE
VOL.
ZONE VOL.
103.46%1
END PUMP = = = = 47.99
FT
743,876 CIF
TR'MT
743,876
100.19%1
START PUMP = =: 51.06
FT
1,106,865 CIF
TEMP
362,989
112.71%
MAX STORAGE = 52.38
FT
1,275,459 CIF
STORM
168,594
100.18%
Mutphy-Brown, LLC Engineering P.O. Box 856, Warsaw, NC 28398 [phone]

Grower: 50753B Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 01107116
County: Robeson Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage;
Required Treatment Volume:
jAnimal Type Capacity ALW (cu.ft.715) �- �Total
Nursery
0
30
1.00
0
Wean to Finish
0
115
1.00
0
Finishing
4,400
135
1.00
594.000
Farrow to weaning
0
433
0.67
0
Farrow to feeder
0
522
0.67
0
Farrow to finish
0
1,417
1.00
0
jBoars
0
400
0.50
0
Total Required Treatment Volume (cu. ft.)=
Sludge Storage Volume:
594,000
[Animal Type -Capacity TIVV - (cu.ft./lb) �o a
Nursery
0
30
0.25
0
Wean to Finish
0
115
0.25
0
Finishing
4,400
135
0.25
148,500
Farrow to weanling
0
433
0.17
0
Farrow to feeder
0
522
0.17
0
Farrow to finish
0
1,417
0.25
0
jBoars
0
400
0.125
0
Total Required Sludge Storage Volume (cu. ft.)-
TemporarV Storage Volume:
Manure Production:
148,600
Lnimal Type Capacity Sto. Period d./day) = Total
Nursery
0
180
0.30
_==
0
Wean to Finish
0
180
1.17
0
Finishing
4,400
180
1.40
T,108,800
Farrow to weaning
0
180
4.30
0
Farrow to feeder
0
180
4.50
0
Farrow to finish
0
180
13.50
0
jBoars
0
180
4.00
0
Total Manure Production (gals.)=
Total Manure Production (cuft)=
Excess Fresh Water:
11111013,800
148,235
�y Capacity 7 Sto. Period J./day) = Total
Nursery
0
180
0.20
0
Wean to Finish
0
180
0.77
0
Finishing
4,400
180
0.90
712,800
Farrow to weanling
0
180
2.90
0
Farrow to feeder
0
180
3.50
0
Farrow to finish
0
180
9.50
0
jBoars
0
180
2.70
0
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cuft)=
712,800
95,294

Grower: 60753B
Address: PO Box 856
Warsaw, NC 28398
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporatiom
Checked By: DSE
Date: 01/07/16
Sheet 4 of 7
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft
Vol.= (1134636 sq.ft. + 0 sq.ft.) * 7 in, /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)- 78,538
Storm Storage
Vol.=(Lagoon Surf. Area + Addfl Drainage Area) * 1100W.1241-1r. Storm(in) / 12in./ft.
Vol.= (134636sq.ft + Osq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 100YrJ24Hr. Storm Event (cu.ft)= 84,148
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'l Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (134636 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volumo for "Heavy Rain" (cu.ft.) = 84,148
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
Total Required Storm Storage
(11 OOYr. / 241-1r. Storm +'Heavy Rain')= 168,295 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) 322,067 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) 742,500 (CU.FT)
TOTAL REQUIRED VOLUME = 1232862 (CU.FT.)

Grower: 507538 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, INC 28398 Date: 01/07/16
County: Robeson Sheet 5 of 7 1
LAGOON DESIGN SUMMARY
Top of Dike Elevation
Emergency Spillway Crest Elevation
Top of 10OYr, / 24Hr. 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 Deoths:
TOTAL DESIGN VOLUME � 1275459 (CU.FT.)
53.38
FT.
5 3. 0 S- NeA-��
52.38
FT.
51.73
FT.
51.06
FT.
47.99
FT.
42.06
FT.
0.00
40.34
FT.
388.00
FT.
347.00
FT.
3:1
H:V
134,636
SF
1.9
FT.
1.00
FT.
180
Days
Treatment / Sludge Storage Zone Depth — -------- 7.7 FT.
Temporary Storage Zone Depth ---- - ----- 3.1 FT.
Freeboard / Storm Storage Zone Depth ------ - --- 2.3 FT.
Total Lagoon Depth ----------- 13.0 FT.

Address: PO Box 856
Warsaw, NC 28398
Countv: Robeson
ZONE ELEVATIONS
TOP OF DIKE ELEV = 53.38
TOP OF STORM ELEV = 52.38
TOP OF HEAVY RAIN ELEV = 51.73
STRT PMP EL.= 51.06
END PMP EL. = 47.99
Checke(DSE
Date: 01/07/16
Sheet 6 of 7
-TOP OF TEMP STORAGE ELEV = 51.06
TOP OF TREAT ELEV = 47.99 SHWT = 0.00
TOP OF SLUDGE ELEV = 42.06
J
FINISHED BOTTOM ELEV = 40.34
[phone]

Address: PO Box 856
Warsaw. NC 28398
County: Robeson
Checked By: DSE
Date: 01107/16
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 in August, 2003.
Emergency Spillway:
An Emergency Spillway is required due to design guidelines.
NOTE: See attached Waste Utilization Plan
01
DESIGNED:
E. 1A
023994
S>v
DATE:
\QN
COMMENTS:
Murphy -Brown,
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
certification of the farm.
K�

Address: PO Box 856
Warsaw, NC 28398
Checked By: DSE
Date: 02/27/09
Sheet 1 of 7
FARM INFORMATION
Farm Population:
Nursery: -------------------
0
Wean to Finish: -------------------
0
Finishing: -------------------
4400 Hd.
Farrow to weanling: -------- I ----------
0
Farrow to feeder: -------------------
0
Farrow to finish: -------------------
0
Boars: -------------------
0
Storage Period: -------------------
180 Days
100 Yr. 24 Hr Storm Event -------------------
7.5 In.
"Heavy Rain" Factor
7.5 In.
Rainfall in Excess of Evaporation -------------------
7.0 In.
Additional Water Usage: -------------------
0
Additional Drainage Area. -------------------
0
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape?
(Y/N) ------------
IN
Does Operator Want Emergency Spillway? REQUIRED1111111
Was This Design Built Prior to Sept. 1996?3/?/77(Y/N) -----------------
N
N
Is Drain Tile Req'd to Lower SHWT?
(Y/N) ------------
N
Seasonal High Water Table Elev: -------------------
47.70
Ft.
Freeboard: -------------------
1.0
Ft.
Emergency Spillway Flow Depth:
0.2
Ft.
Side Slopes: -------------------
3
:1 (H:V)
Inside Top Length:
390.0
Ft.
Inside Top Width:
360.0
Ft.
Top of Dike Elevation: ----------------
Depth
53.70
Ft.
Finished Bottom Elevation: ----------------
13.04 Ft.
40.66
Ft.
Start Pump Elevation: ---------------
30.36 In.
51.17
Ft.
Stop Pump Elevation: ----------------
68A In.
48.00
Ft.
LAGOON VOLUME REQUIRED VOL.
DESIGN VOLUMES
% RE(XD.
Storm Stor = 175500 (CuXt.)
175,998 (Cu.Ft.)
100,28%
Temporary = 325429 (Cu.Ft.)
388,720 (Cu.Ft.)
119,45%
Permanent = 742500 (Cu.Ft.)
745,473 (Cu.Ft.)
100.40%
Total Volume = 1,243,429 (Cu.Ft.)
1,310,191 (Cu.Ft.)
105,37%
112 Treatment Volume = 371,250 (Cu.Ft.)
1/2 Treatment Volume Elevation 44.59 Ft.
90 Temporary Storage Volume Elevation 49.77 Ft.
Min. Required Liner Thickness
Lagoon Surface Area: (inside TOD)
109.29 In.
47.11 In.
1.7 Ft.
140,400 ST.
murjony-brown, LLU �ngineenng P.O. Box 856, Warsaw, NC 28398 [phone]

Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 02/27/09
County: Robeson Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: Cu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.
Area (SF)
Incr. Vol. (Cu. FT)
Cumul. Vol. (Cu. FT)
40.66
87,841
0
41.00
89,056
30,073
30,073
42.00
92,678
90,867
120,940
43.00
96,372
94,525
215,465
44.00
100.137
98,254
313,719
45.00
103,975
102,056
415,775
46.00
107,884
105,930
521,705
47.00
111,866
109,875
631,580
48.00
115,920
113,893
745,473
49.00
120,045
117,982
863,455
50.00
124,243
122,144
985,599
51.00
128,512
126,378
1,111,977
52.00
132,854
130,683
1,242,660
53.00
137,268
135,061
1,377,721
53.70
140,400
97,184
1,474,905
These volumes were calculated using the vertical average end area method
TOTAL REQD VOL 1,243,429
CF
CUMULATIVE
VOL.
ZONE VOL.
105.37 0
END PUMP 48.00
FT
745,473 CF
TR'MT
745,473
100.40 11
START PUMP 51.17
FT
1,134,193 CF
TEMPMJ
388,720
119.45,10
MAX STORAGE 52.50
FT
1,310,191 CF
STOR
175,998
100.28011,
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw, NC 28398 [phone]

Address: PO Box 856
Warsaw, NC 28398
Countv Robeson
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
Checked By: DSE
Date: 02127109
Sheet 3 of 7
Animal Type Capacity ALW (cu.ft./lb)
Nursery
0
30
1.00
_-�ota
0
Wean to Finish
0
115
1.00
0
Finishing
4,400
135
1.00
594,000
Farrow to weanling
0
433
0.67
0
Farrow to feeder
0
52�
0.67
0
Farrow to finish
0
1,417
1.00
0
Boars
0
400
0.50
0
Total Required Treatment Volume (cu. ft.)= 594,000
Sludge Storage Volume:
Animal Type Capacity ALW (cu.ft./lb) �ota
Nursery
0
30
0.25
0
Wean to Finish
0
115
0.25
0
Finishing
4,400
135
0.25
148,500
Farrow to weanling
0
433
0.17
0
Farrow to feeder
0
522
0.17
0
Farrow to finish
0
1,417
0.25
0
jBoars
0
400
0.125
—0
Total Required Sludge Storage Volume (cu. ft.)=
Temporary Storage volume:
Manure Production:
148,500
Animal Type Capacity Sto. Pe-n-od J./day) = Total =�
Nursery
0
180
0.30
0
Wean to Finish
0
180
1.17
0
Finishing
4,400
180
1.40
1,108,800
Farrow to weaning
0
180
4.30
0
Farrow to feeder
0
180
4.50
0
Farrow to finish
0
180
13.50
0
jBoars
0
180
4.00
Total Manure Production (gals.)=
Total Manure Production (cu.ft.)=
Excess Fresh Water:
1,108,800
148,235
lAnimal Type Capacity Sto. Period d./day) = Total
Nursery
0
180
0.20
0
Wean to Finish
0
180
0.77
0
Finishing
4,400
180
0.90
712,800
Farrow to weanling
0
180
2.90
0
Farrow to feeder
0
180
3.50
0
Farrow to finish
0
180
9.50
0
jBoars
0
180
2.70
0 1
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=
712,800
95,294

Grower: 50763A Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 02/27/09
County: Robeson Sheet 4 of 7 1
Temporary Storane Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall I 12in./ft
Vol.= (140400 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 81,900
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'l Drainage Area) * 1 OOYr+/24Hr. Storm(in) / 12in./ft.
Vol.= (140400 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 1100Y0241-1r. Storm Event (cu.ft)= 87,750
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'l Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (140400 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) = 87,750
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
Total Required Storm Storage
(11 OOYr. / 24Hr. Storm +'Heavy Rain')= 175,500 (CU,FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) 325,429 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) 742,500 (CU.FT)
TOTAL REQUIRED VOLUME = 1243429 (CU.FT.)

Grower: 5D763A
Address: PO Box 856
Warsaw, NC 28398
LAGOON DESIGN SUMMARY
Top of Dike Elevation
Emergency Spillway Crest Elevation
Top of 100Yr. / 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;
Checked By: DSE
Date: 02/27/09
Shoot 5 of 7
TOTAL DESIGN VOLUME = 1310191 (CU.FT.)
53.70 FT,
52.50 FT.
52.50 F1
51.84 FT�
51.17 FT.
48.00 FT.
42.29 FT.
47.70 FT.
40.66 FT.
390.00 FT.
360.00 FT.
3:1 H:V
140,400 SF
1.7 FT.
1.00 FT.
180 Days
Treatment / Sludge Storage Zone Depth ----------- 7.3 FT.
Temporary Storage Zone Depth ----------- 3.2 FT.
Freeboard / Storm Storage Zone Depth ----------- 2.5 FT.
Total Lagoon Depth ----------- 13.0 FT.

Grower: 50763A Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 02/27/09
County: Robeson 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 in August, 2003.
Emergency Spillway:
An Emergency Spillway is required due to design guidelines,
9,0
NOTE: See attached Waste Utilization Plan
SEAL 'r
023994
DESIGNED:
DATE J� . ........
"ZZ—/O 17 yo
8
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
net certification of the farm.
Murphy -Brown, LLC
856, Warsaw NC

Address: PO Box 856
Warsaw, NC 28398
Countv: Robeson
FARM INFORMATION
Checked By: DSE
Date
Farm Population:
Nursery: -------------------
Wean to Finish: -----------------
Finishing: -------------------
Farrow to weanling: -------------------
Farrow to feeder ----- I -------------
Farrow to finish: -------------------
Boars: -------------------
Storage Period: -------------------
100 Yr. / 24 Hr Storm Event -------------------
"Heavy Rain" Factor
Rainfall in Excess of Evaporation -------------------
Additional Water Usage: -------------- I ----
Additional Drainage Area: -------------------
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape?
(Y/N) ------------
Does Operator Want Emergency Spillway?
REQUIREDIIIHII
Was This Design Built Prior to Sept. 1996??/,;1/9,1
(Y/N) ------------
Is Drain Tile Req'd to Lower SHWT?
(Y/N) ------------
Seasonal High Water Table Elev: -------------------
Freeboard: -------------------
Emergency Spillway Flow Depth:
Side Slopes: -------------------
Inside Top Length:
Inside Top Width:
Top of Dike Elevation: ---------------
Depth
Finished Bottom Elevation: ----------------
13.04 Ft.
Start Pump Elevation: ----------------
30.36 In.
Stop Pump Elevation: ----------------
68.4 In.
LAGOON VOLUME REQUIRED VOL. DESIGN VOLUMES
N
N
N
N
02/27/09
1 of 7
0
a
4400 Hd.
0
0
0
0
180 Days
7.5 In.
7.5 In.
7.0 In.
0
0
47.70 Ft.
1.0 Ft.
0.2 Ft.
3 :1 (H:V)
390.0 Ft.
360.0 Ft.
53.70 Ft.
40.66 Ft.
51.17 Ft.
48.00 Ft.
% REQ'D.
Storm Stor=
175500
(Cu.Ft.)
175,998
(Cu.Ft.)
100.28%
Temporary =
325429
(Cu.Ft.)
388,720
(Cu.Ft.)
119A5%
Permanent =
742500
(Cu.Ft.)
745,473
(CuXt.)
100.40%
Total Volume =
1,243,429
(Cu.Ft.)
1,310,191
(Cu.Ft.)
105.37%
112 Treatment Volume = 371,250 (Cu.Ft.)
112 Treatment Volume Elevation 44.59 Ft.
90 Temporary Storage Volume Elevation 49.77 Ft.
Min. Required Liner Thickness
Lagoon Surface Area: (inside TOD)
109.29 In.
47.11 In.
1.7 Ft.
140,400 S.F.
Murphy -Brown, LLC Enginoofing P.O. Box 856, Warsaw, NC 28398 [phone]

(3rower: b0/63B Designed By: KBVV
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 02/27/09
County: Robeson Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: Cu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.)
Area (SF)
Incr. Vol. (Cu. FT)
Cumul. Vol. (Cu. FT)
40.66
87,841
0
41.00
89,056
30,073
30,073
42.00
92,678
90,867
120,940
43.00
96,372
94,525
215,465
44.00
100,137
98,254
313,719
45.00
103,975
102,056
415,775
46.00
107,884
105,930
521,705
47.00
111,866
109,875
631,580
48.00
115,920
113,893
745,473
49.00
120,045
117,982
863,455
50.00
124,243
122,144
985,599
51.00
128,512
126,378
1,111,977
52.00
132,854
130,683
1,242,660
53.00
137,268
135,061
1,377,721
53.70
140,400
97,184
1,474,905
These volumes were calculated using the vertical average end area method
TOTAL REQD VOL
1,243,429
CF
CUMULATIVE
VOL.
ZONE VOL.
105.370/(
END PUMP
48.00
FT
745,473 CF
TR'MT
745,473
100.40 o
START PUMP
51.17
FT
1,134,193 CF
TEMP
388,720
0
119.45 a
0
MAXSTORAGE =
52.50
FT
1,310,191 CF
STORM
175,998
100.28 %/Jo
Murphy -Brown, LLC Engineering P. O� Box 856, Warsaw, NC 28398 [phone]

Grower: 50763B
Designed By: KBVV
Address: PO Box 856
Checked By: DSE
Warsaw, INIC 28398
Date: 02/27/09
Countv: Robeson
Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required reatment Volume:
11 nimal Type Capacity ALW
INurseTy
0
30
1.00
0
lWean to Finish
0
115
11.00
0
Finishing
4,400
135
W1.00594,000
Farrow to weanling
0
433
0.67
0
Farrow to feeder
0
522
0.67
0
0
Farrow to finish
0
1.417
00
1 00
HO
0
0
Boars
0
400
6
I :JO i
Total Required Treatment Volume (cu. tt.)= 594,;J00
SludgeSt ageVolume:
Animal Type Capacity A cu. t. I ota
Nursery
0
30
T 0.25
0.
Wean to Finish
0
115
0.25
--�.-25
0
Finishing
4,400
135 -
148,500
Farrow to weanling
0
433 -
— 0.17
0
Farrow to feeder
0
522
0.17
0
Farrow to finish
0
1,417
0.25
0
Boars
01
400
0.125
Total�equiredSludge Storage Volume (cu. ft.)=
Temporary Storage Volume;
Manure Production:
148,500
Animal I ype— Sto. Perio ay = oa
Nursery
0
180
0.30
Wean to Finish
0
180
1 17
01
Finishing
4,400
180
1.40
1,108,800
Farrow to weanling
0
180
4.30
0
Farrow to feeder
0
1 8o
4.50
0
Farrow to finish
0
18FI
13M
1 0
jBoars
0
180
1 4.00
1 0
Total Manure Production (gals.)=
Total Manure Production (cuft)=
Excess Fresh Water:
148,235
Animal Type Capacity ' —StO. Perio - Y) �- Total
Nursery
0
180
—0.
0
Wean to Finish
0
180
0.77
0
Finishing
4,402
18
0.90
712,800
Farrow to weanling
0
185--290
0
Farrow to feeder
0
180
— 3.50
0
Farrow to finish
0
'180
9.50
0
jBoars
0
180
2.70
0
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cuft)=
7i2,600
95,294

Grower: 50763B
Address: PO Box 866
Warsaw, NC 28398
Temporary Storage Volume: (Cont.
Rainfall in Excess of Evaporation:
Checked By DSE
Date: 02127/09
Sheet 4 of 7
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft
Vol.= (140400 sq.ft. + 0 sq.ft.) * 7 in. M2 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 81,900
Storm Storage:
Vol.=(Lagoon Surf. Area+ Addt'l Drainage Area)* 10OYr./24Hr. Storm(in)/ 12in./ft.
Vol.= (140400sq.ft + Osq,ft,) * 7.5 in. 112 in./ft.
Total Required Volume for 100Yr.124Hr. Storm Event (cu.ft)= 87,750
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'l Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (140400 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) = 87,750
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
Total Required Storm Storage
(1 OOYr. / 241-1r. Storm +'Heavy Rain')=
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage)
Total Required Permanent Storage
(Treatment + Sludge)
TOTAL REQUIRED VOLUME = 1243429 (CU.FT.)
175,500 (CU.FT)
325,429 (CU.FT)
742,500 (CU.FT)

Address: PO Box 856
Warsaw, NC 28398
Countv: Robeson
LAGOON DESIGN SUMMARY
Top of Dike Elevation
Emergency Spillway Crest Elevation
Top of 1 OOYr. / 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:
Designed By: KBW
Checked By: DSE
Date: 02/27/09
TOTAL DESIGN VOLUME = 1310191 (CU.FT.)
ffl,311IN
53.70 FT.
52.50 FT.
52.50 FT.
51.84 FT.
51.17 FT.
48.00 FT.
42.29 FT.
47.70 FT.
40.66 FT.
390.00 FT.
360.00 FT.
3:1 H:V
140,400 SF
1.7 FT.
1.00 FT.
180 Days
Treatment / Sludge Storage Zone Depth ----------- 7.3 FT.
Temporary Storage Zone Depth ----------- 3.2 FT.
Freeboard / Storm Storage Zone Depth ----------- 2.5 FT.
Total Lagoon Depth ----------- 13.0 FT.

Grower. 50763B DesigneKBW
Address: PO Box 856 Checke(DSE
Warsaw, NC 28398 Date: 02/27/09
County: Robeson Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV = 53.70
TOP OF STORM ELEV = 52.50
TOP OF HEAVY RAIN ELEV = 51.84
STRT PMP EL.= 51.17 TOP OF TEMP STORAGE ELEV = 51.17
END PMP EL. = 48.00 TOP OF TREAT ELEV = 48.00 SHWT 47.70
TOP OF SLUDGE ELEV = 42.29
FINISHED BOTTOM ELEV = 40.66
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: 50763B Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date! 02/27/09
County: Robeson 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 in August, 2003.
Emergency Spillway:
An Emergency Spillway is required due to design guidelines.
NOTE: See attached Waste Utilization Plan 0
�p
�Z
023994
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.
P.O. Box 856, Warsaw NC 28398 (910)

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.
*RePlinted 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 10-10-10, or equivalent.
Brush and trees on the embankment must be controlled. This may be done by
mowing, spraying, grazing, chopping, or a combination of these practices. This
should be done at least once a year and possibly twice in years that weather
conditions are favorable for heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter the lagoon
water, Such chemicals could harm the bacteria in the lagoon that are treating the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of the lagoon
and at least monthly and after major rainfall and storm events. Items to be checked should include,
as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes -- look for:
1. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes

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

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

• Practice water conservation --- minimize building water usage and spillage from
leaking waterers, broken pipes and washdown through proper maintenance and water
conservation.
• Minimize feed wastage and spillage by keeping feeders adjusted. This will reduce the
amount of solids entering the lagoon.
Management:
• Maintain lagoon liquid level between the permanent storage level and the full
temporary storage level.
• Place visible markers or stakes on the lagoon bank to show the minimum liquid level
and the maximum liquid level. (Figure 2-1).
• Start irrigating at the earliest possible date in the spring based on nutrient
requirements and soil moisture so that temporary storage will be maximized for the
summer thunderstorm season. Similarly, irrigate in the late summer / 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:
E

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) qlo-
EMERGENCY MANAGEMENT SERVICES (EMS) Rko LP-1 I - 3�c-o
SOIL AND WATER CONSERVATION DISTRICT (SWCD) -"e
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) -5 _1-b�
COOPERATIVE EXTENSION SERVICE (CES) a-lk-o
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible location
for all employees at the facility. The following are some action items you should take.
1 . Stop the release of wastes. Depending on the situation, this may or may not be possible. Suggested
responses to some possible problems are listed below.
A. Lagoon overflow - possible solutions are:
a) Add soil to berm to increase elevation of dam.
b) Pump wastes to fields at an acceptable rate.
C) Stop all flow to the lagoon immediately.
d) Call a pumping contractor.
e) Make sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include:
a) Immediately stop waste application.
b) Create a temporary diversion to contain waste.
C) Incorporate waste to reduce runoff.
d) Evaluate and eliminate the reason(s) that cause the runoff.
e) Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers - action include:
a) Stop recycle pump.
b) Stop irrigation pump.
C) Close valves to eliminate further discharge,
d) Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators - action include:
a) Stop recycle pump.
b) Stop irrigation pump.
C) Make sure siphon occurs.
d) Stop all flow in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks -
possible action:
a) Dig a small sump or ditch from the embankment to catch all seepage, put in a submersible
pump, and pump back to lagoon.
b) If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil.
C) Have a professional evaluate the condition of the side walls and the lagoon bottom as soon
as possible.

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
In. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone #, After hours.
emergency number: [phone]. Your phone call should include: your name, facility
number, telephone number, the details of the incident from item 2 above, the exact
location of the facility, the location or direction of the movement of the spill. weather and
wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice / technical assistance phone number.
4. If none of the above works call 911 or the Sheriffs Department and explain your problem to
them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize offisite damage.
a. Contractors Name: Murphy Brown, LLC
b. Contractors Address: P.O. Box 856, Warsaw, NC 28398
c . Contractors Phone: [phone]
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: Kraig Westerbeek
b. Phone: (910) 293 - 5330
Implement procedures as advised by DWQ and technical assistance agencies to rectify the
damage, repair the system, and reassess the waste management plan to keep problems
with release of wastes from happening again,

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
Flush Gutters Accumulation of solids (V) Flush system is designed and operated
sufficientlyto remove accumulated
solids from gutters as designed.
Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids (V) Maintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30% of surface
Excessive Decaying vegetation (V)Maintain vegetative control along banks of
Vegetative Growth lagoons and other impoundment's to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage
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. 7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulation of feed
Reduce moisture accumulation within and around
residues
immediate perimeter of feed storage areas by
insuring drainage away from site 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.
Animal Holding Accumulation of animal
Eliminate low area that trap moisture along fences
Areas wastes and feed wastage
and other locations where waste accumulates and
disturbance by animals is minimal.
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).
MIC — November 11, 1996
10

Dry Manure Handling Accumulations of animal Remove spillage on a routine basis (e.g. 7-10 day
Systems wastes 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 landowner / integrator agrees to use
sound judgment 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

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
MP's to Minimize Odor Site Specific Practices
Farmstead
Swine production
(V)Vegetative or wooded buffers:
(V)Recommended best management
practices;
(V)Good judgment and common sense
Animal body
Dirty manure
)Dry floors
surfaces
covered animals
floors
(V)Waterers located over slotted floors;
(V)Feeders at high end of solid floors;
(V)Scrape manure buildup from floors;
( )Underfloor ventilation for drying
Manure collection
Urine
(V)Frequent manure removal by flush, pit
pits
recharge or scrape
Partial microbial
)Underfloor ventilation
decomposition
Ventilation
Volatile gases
(v)Fan maintenance:
exhaust fans
Dust
(V)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
Lagoon surfaces
Volatile gas emissions
(,')Proper lagoon liquid capacity
Biological mixing
(,)Correct lagoon startup procedures
Agitation
( )Minimurn 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
(V)Minimum recommended operation pressure
(%')Pump intake near lagoon liquid surface
( )Pump from second -stage lagoon
AMOC — November 11, 1996
12

Storage tank or
Partial microbial
( )Bottom or midlevel loading
basin surface
decomposition Mixing while
( Jank covers
filling Agitation when emptying(
)Basm surface mats of solids
( )Proven biological additives or oxidants
Settling basin
Partial microbial decom-
( )Extend drainpipe outlets underneath liquid
surface
position Mixing while filling
level
Agitation when emptying
( )Remove settled solids regularly
Manure, slurry or
Agitation when spreading
( )Soil injection of slurry/sludges
sludge spreader
Volatile gas emissions
( )Wash residual manure from spreader after use
outlets
( )Proven biological additives or oxidants
Dead animals
Carcass decomposition
( )Proper disposition of carcasses
Dead animal
Carcass decomposition
( )Complete covering of carcasses in burial pits
disposal pits
( )Proper location / construction of disposal pits
Incinerators
Incomplete combustion
( )Secondary stack burners
Standing water
improper drainage
(,')Farm access road maintenance
around facilities
Microbial decomposition of
away from facilities
organic matter
Manure tracked Poorly maintained access (-)Farm access road maintenance
onto public roads roads
from farm access
Additional Information Available From
Swine Manure Management 0200 Rule I BMP Packet NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management:Pit Recharge —Lagoon Treatment: EBAEI 28-88NCSU-BAE
Swine Production Facility Manure Management:Underfloor Fluse-Lagoon Treatment 129-88NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE103-83NCSU-BAE
Calibration of Manure and Wastewater Application Equipment EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33 NCSU-Swine Extension
Environmental Assurance Program: NPPC Manual NC Pork Producers
Assoc
Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agri Communication
Nuisance Concerns in Animal Manure Management: Odors and Flies; PR0101, Florida Cooperative Extension
1995 Conference Proceedings
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.
(Land6w&er,,5J`n'atftr7e
13

50753, 50763 Tree Farm BMPs 1996.pdf
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Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
Flush gutters Accumulation of solids
Ll
Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed
Remove bridging of accumulated solids at
discharge
Lagoons and pits * Crusted solids
Maintain lagoons, settling basins and pits where
F I
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6 to
8 inches over more than '00 percent of surface
Excessive vegetative - Decaying vegetation
Maintain vegetative control along banks of
EKI
growth
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter along
water's edae on itiWoundment's verimeter.
Feeders Feed spillage 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
interval durin2 winter)
AMIC —November 11, 1996, page I
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Insect Control Checklist for Animal Operations
Feed storage
Accumulations of feed residues
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
needed
Animal holding areas
Accumulations of animal wastes
IT I
Eliminate low areas that trap moisture along
and feed wastage
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)
Dry manure handling
0 Accumulations of animal wastes
Remove spillage on a routine basis (e.g., 7- to 10-
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
manure handling areas as needed
For more information contact:
Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC —November U, 1996, page 2
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Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specifle Practices
Farmstead 0 Swine production X vegetative or wooded buffers
X Recommended best management practices
FX ] Good judgment and common sense
Animal body surfaces 0 Dirty manure -covered animals 1XX1 Dry floors
. Wet manure -covered floors
FI Waterers located over slotted floors
X Feeders at high end of solid floors
X Scrape manure buildup from floors
Underfloor ventilation for drying
Manure collection pits e Urine FX i Frequent manure removal by flush, pit recharge,
or scrape
. Partial microbial decomposition 7X I Underfloor ventilation
fans
. Volatile .-ases
. Dust
F] � an maintenance
F---1 Efficient air movement
. Dust F—_-] Washdown between groups of animals
FI Feed additives
F—I Feeder covers
Feed delivery downspout extenders to feeder
F—I covers
Flush tanks 0 Agitation of recycled lagoon Flush tank covers
liquid while tanks are filling EI
Extend fill lines to near bottom of tanks with
F7 anti -siphon vents
Flush alleys Agitation during wastewater Underfloor flush with underfloor ventilation
conveyance F-I
AMOC — November 11, 1996, page I
(.71
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Swine Farm Waste Management Odor Control Checklist
S I
mirre. Cause BMPs to Minimize Odor Site Specific Practices
Pit recharge points Agitation of recycled lagoon Extend recharge lines to near bottom of pits with
liquid while pits are filling anti -siphon vents
Lift stations Agitation during sump tank Sump tank covers
filling and drawdown L-1
Outside drain Agitation during wastewater Box covers
collection orjunction conveyance
boxes
End of drainpipes at Agitation during wastewater discharge point of pipes underneath
lagoon conveyance liquid level
Lagoon surfaces . Volatile gas emissions
lagoon liquid capacity
• Biological mixing Fx1 Correct lagoon startup procedures
• Agitation X Minimum surface area -to -volume ratio
X Minimum agitation when pumping
F-1 Mechanical aeration
Proven biological additives
— Irrigate on dry days with little or no wind
Irrigation sprinkler . High pressure agitation
nozzles Fx]
. Wind drift F I Minimum recommended operating pressure
FI Pump intake near lagoon liquid surface
F—] Pump from second -stage lagoon
Storage tank or basin . Partial microbial decomposition Bottom or midlevel loading
surface El
• Mixing while filling F-1 Tank covers
• Agitation when emptying 1-1 Basin surface mats of solids
ElProven biological additives or oxidants
AMOC — November 11, 1996, page 2
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Swine Farm Waste Management Odor Control Checklist
Source
Cause
BMPs to Minimize Odor Site Specific Practices
Settling basin surface
. Partial microbial decompositi n
Extend drainpipe outlets underneath liquid level
. Mixing while filling
Remove settled solids regularly
. Agitation when emptying
Manure, slurry, or
. Agitation when spreading
F
Soil injection of slurry/sludges
sludge spreader outlets
. Volatile as emissions
F -1
Wash residual manure from spreader after use
FProven
biological additives or oxidants
Uncovered manure, Volatile gas emissions while
slurry, or sludge on drying
field surfaces
F—I Soil injection ot'slurry/sludges
1-1 Soil incorporation within 48 hours
F—] Spread in thin uniform layers for rapid drying
r­1 Proven biological additives or oxidants
Dead animals . Carcass decomposition FX I Proper disposition of carcasses
Dead animal disposal . Carcass decomposition Complete covering of carcasses in burial pits
pits F1
F --- 1 Proper location/construction of disposal pits
Incinerators . incomplete combustion F-I Secondary stack burners
Standing water around - improper drainage
facilities
. Microbial decomposition of
Grade and landscape such that water drains away
FX I from facilities
Manure tracked onto Poorly maintained access roads Farm access road maintenance
public roads from farm FX_1
access
AMOC —November 11, 1996, page 3
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Additional Information:
Swine Manure Management; .0200 Rule/BMP Packet
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge— Lagoon Treatment; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Flush— Lagoon Treatment; EBAE 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
Controlling Odors from Swine Buildings; PlH-3333
Environmental Assurance Program; NPPC Manual
Options for Managing Odor; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings
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
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50753, 50763 Tree Farm BMP Mortality Management Methods
030119.pdf
Created by FREE version of
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50753, 50763 Tree Farm BMP Mortality Management Methods 030119pdf
Version -November 26, 2019
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
F-1 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.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B.0200.
FRI F-1 Rendering at a rendering plant licensed under G.S. 106-168.7.
DF] Complete incineration according to 02 NCAC 52C.0102.
A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
F] F] NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health,
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options: contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Ivichaet L W�(a
Signature of Farm Owner/Manager
Signature of Technical Specialist
3-1-19
Date
3-1-19
Date

f I
4607,5 & 5076 No Suitable Dead Holes
5075
96161 FARM 50753-96,152 FARM 50763
sma
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t9951 Imagerylo�ate: 5/24/2013 34037'25.4b" N 79-23'08.9VW 21ev 1 wl It 15615 ft

Murphy -Brown, LLC 4/512019 2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
NUTRIENT UTILIZATION PLAN
Grower(s):
Farm Name:
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Wean to Finish
Feeder to Finish
Gilts
Boars
Storage Structure:
Storage Period:
Application Method:
Murphy Brown, LLC
Farm 5075 & 5076 Facility 78-91
Robeson
17600
> 180 days
Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less then 10 tons per acre per year providing that adequate filter strips are established
4. Do not apply waste an saturated soils, when it is raining, or when the surface is frozen
Either of these conditions may result in runoff to surface waters which is not allowed
under DWR regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1 of 11

—Optional Land and Crops**
This plan is based on the waste application method shown above. If you choose to change
methods in the future, you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. In some cases you may want to have plant analysis made, which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type, Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission,
AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3' tons, etc.):
Capacity Type Waste Produced per Animal Total
Farrow to Wean
3203 gal/yr
gal/yr
Farrow to Feeder
3861 gal/yr
gal/yr
Farrow to Finish
10478 gal/yr
gal/yr
Wean to Feeder
191 gal/yr
gal/yr
Wean to Finish
776 gal/yr
gal/yr
17600
Feeder to Finish
927 gal/yr
16,315,200 gallyr
Gilts
1015 gal/yr
gallyr
Boars
2959 gal/yr
gallyr
Total 16,315,200 gallyr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (lbs):
Capacity Type Nitrogen Produced per Animal Total
Farrow to Wean
3.84 lbs/yr
Ibs1yr
Farrow to Feeder
6.95 lbs/yr
lbstyr
Farrow to Finish
637 0.112
lbs/yr
Wean to Feeder
0.34 lbs/yr
lbs/yr
Wean to Finish
1.4 lbs/yr
lbs/yr
17600
Feeder to Finish
1.67 lbs/yr
29,392 lbs/yr
Gilts
1.83 lbs/yr
lbs/yr
Boars
5.33 lbs/yr
Total
lbs/yr
29,392 lbsty
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: 274
Total N Required Ist Year: 66263.68
Total N Required 2nd Year: 40243.03
Average Annual Nitrogen Requirement of Crops: 53,253.35
Total Nitrogen Produced by Farm: 29,392.00
Nitrogen Balance for Crops: (23,861.35)
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 -Optional Land and Cmps**
Tract Field Irrigated Soil IstCrop Time to IatCrop IstCrop LbsN/Ac Lbs N Total lbs N12nd
Acreage Type Code Apply Yield lbs WUnit Residual /Ac Utilized
Crop Timeto 2ndCrop, 2ndCrop LbsN/Ac US N Total lb. N
I Code Apply Yield lbs N/Unit Residual /Ac Util i..d
"I
LIT; NIA C
T: I I It-
ilized
T34836
PI
49.24
Goldsboro
0
Apr-Septl 5
38.0
3.91
148.58
7316.079
0
0
148M
7316�079
T34836
P2
53.88
Lynchbu
0
Apr-Septl 5
38.0
3.87
147.06
7923.593
0
0
147.06
7921593
T34836
P3A
18.18
Rains
0
Apr-Sept15
37.0
3.87
143.19
2603.194
0
0
143.19
2603.194
T34836
133B
15.34
Rains
0
Apr-Se;vt15
37.0
3.87
143.19
2196.535
0
0
143.19
2196.535
T34836
P4
16.93
Lynchbu
0
Apr-Sept15
38.0
3.87
147.06
2489.726
0
0
147.06
2489.726
T34836
PS
34.37
Goldsboro
0
Apr-Sept15
38.0
3.91
148.58
5106.695
0
0
148.58
5106,6951
T34836
6
16.42
Lynchburg
0
Apr�SepM
38.0
3.87
147.06
2414.725
0
0
147.06
2414.725
T34836
7
21.41
Lynchburg
0
Apr-Septl7
38.0
3.87
147.06
3148.555
0
0
147.06
3148.555
T34836
Sub PI
8.52
Goldsboro
0
Apr-Septl5
38.0
3.91
14&58
1265.902
0
0
148.58
1265.902
T34836
Sub P2
7.26
Lynchl:urg.
0
Apr-Septl 5
38.0
&87
147.06
1067,656
0
0
147.06
1067.656
T34836
Sub P3A
17.17
Rains
0
Apr-Septl 5
37.0
3.87
143.19
2458.572
0
0
143.19
2458.572
T34836
Sub P3B
1.95
Rains
0
Apr-Septl 5
37.0
3.87
14119
279,2205
0
0
143.19
279.2205
T34836
Sub P4
5.26
Lynchburg
0
Apr-Septl 5
38.0
3.87
147,06
773,5356
0
0
147.06
773,5356
T34836
Sub P5
8.07
Goldsbom
0
Apr-Septl 5
38.0
3.91
148.58
1199,041
0
0
14&5B
1199.041
637.0
0,112
Totals: 274 40243.03 0 40243.03
3(b) of 11

Reception Area Specifications
Tract Field Irrigated Soil I at crop Time to IstCrop latCrop LbsN/Ac Lbs N Total lbs IN
Acreage Type Code Apply Yield lbs NfUnit Res
2nd Crop Time to 2ndCrl 2ndCwp LbsN/Ac Lbs N T:I,IbLN
Code Apply Yield lbs N/Unit Residual /Ac i
Total
Lbs N/Ac
Total be N
Utilized
T34836
Pi
49.24
Goldsboro
D
Feb15-June
156.0
0.95
15
1312
6558.768
IN
Sept -Apr
65
2.09
135.85
6689�254
269.05
13248.02
T34836
P2
53.88
Lynchburg
D
Fel:15-June
150.0
0.9
15
120
6465.6
IN
Sept -Apr
55
1.93
106.15
5719.362
226.15
12184.96
T34836
P3A
18.18
Rains
D
Feb15-June
150.0
0.9
15
120
2181.6
N_
Sept -Apr
55
1.93
106.15
1929.807
226.15
4111.407
T34836
P38
15.34
Rains
D
Feb15-June
150.0
0.9
15
120
1840.8
N
Sept -Apr
55
1.93
106.15
1628,341
226.15
3469.141
T34836
P4
16.93
Lynchburg
0
Feb15-June
150.0
0.9
15
120
2031.6
N
Sept -Apr
55
1.93
106.15
1797.12
226.15
3828.72
T34836
P5
34.37
Goldstbom
D
Feb15-June
156.0
0.95
15
133.2
4578.064
N
Sept -Apr
65
2.09
135.85
4669.165
269.05
9247.249
T34836
6
16.42
Lynchburg
0
Feb15-June
150.0
0.9
15
120
1970.4
N
Sept -Apr
55
1.93
106.15
1742.983
226.15
3713.383
T34836
7
21.41
Lynchburg
D
Feb15-Juna
150.0
0.9
15
120
2569.2
N
Sept -Apr
55
1.93
106,15
2272.672
226.15
4841.872
T34836
Sub P1
8.52
Goldsboro
D
Feb15,June
156.0
0.95
is
133.2
1134.864
N
Sept -Apr
65
2.09
135.85
1157.442.
269.05
2292.306
T34836
Sub P2
7.26
Lynchburg
D
FeblS-June
150.0
0.9
15
120
871�2
IN
Sept -Apr.
55
1.93
106.15
T70.649
226.15
1641.849
T34836
Sub P3A
17.17
Rains
D
Feb15-June
150.0
0.9
15
120
2060.4
IN
Sept -Apr
55
1.93_
106.15
1822.596
226.15
3882.996
T34836
Sub P3B
1.95
Rains
D
Feb15-June
150.0
0.9
15
120
234
N
Sept -Apr
55
1.93
106.15
206.9925
226.15
440.99
T34836
Sub P4
5.26
L nchbu
.In
D
Feb15-June
150.0
0.9
is
120
631.2
N
Sept -Apr
55
1.93
106.15
55&349
226.15
1189.549
T34836
Sub P5
8.07
Goldsboro
D
Fet,15-June
156.0
0.95
15
133.2
1074.924
N
Sept -Apr
65
2.09
135.85
1096.31
269.05
2171.234
OPTIONAL
Any
Any
cc
Sepyt-Apdl
1.0
30
30
0
Goldsboro
F
March 15-Aug 1
925.0
0.089
15
67.325
0
Lynchburg
F
March 15-Aug 1
850.0
0.073
15
4T05
0
Rains
F
March 15-Aug 1
800.0
0.073
15
43.4
0
El
Totaft: 274 34202.64 32061.04
3(a) of 11

Reception Area Specifications -Optional Land and CmpV'
Tract Field Irrigated Soil Ist Crop Time to latCrop, IstCrop LbsN/Ac Lies IN T.t.lib.Nl2ndCr;p
Acreage Type Code Apply Yield lbs N/Unit Residual JAc Utilized
Timeto 2ndCrop 2ndCrop LbsN/Ac Lbs IN Total be N
Code Apply Yield lbs N/Unit Residual /Ac Utilized
Total
Lbs N/Ac
T:Iilb
11 ;IN
I
H Lease
Ll
91.76
Lynchburg
0
Apr­Sept15
38.0
3.91
148.58
13633.7
0
0
148.58
13633.7
T35305
L5
18.02
Wagnim
0
Apr-Septl 5
23.0
3.98
91�54
1649.551
0
0
91.54
1649.551
T35305
_6A
1.04
Norfolk
0
Apr-Septl 5
35.0
3.91
136.85
142.324
0
0
136.85
142.324
T35305
L6
31.55
Norfolk
0
Apr-Selptl 5
35.0
3.91
136.85
4317S18
0
0
136.85
4317S18
T35305
_7A
2.52
Rains
0
Apr-Sept15
37.0
3.87
143.19
360.83118
0
0
143.19
360.8388
T35305
L7
24S7
Norfolk
0
Apr-SeptlS
35.0
3.91
136.85
3376.09
0
0
136.85
3376.09
0
0
Optional Crops
H Lease
Ll
91.76
Lynchburg
D
Feb15-June
156.0
0.95
15
133.2
12222A3
.
0
0
133.2
12222.43
T3S305
L5
18.02
wagram
D
Feb15-June
88.0
1.02
15
74.76
1347.175
0
0
74.76
1347,175
T35305
_6A
1.04
Norfolk
D
Feb15-June
138.0
0.95
is
116.1
120.744
0
0
116.1
120.744
T35305
L6
31.55
Norfolk
D
Feb15-June
138.0
0.95
15
116.1
3662.955
0
0
116.1
3662a55
T35305
_7A
2.52
Rains
D
Febl5.June
150.0
0.9
15
120
302.4
0
0
120
302.4
T35305
L7
24.67
Norfolk
0
Feb15-June
138.0
0.95
15
116.1
2864.187
0
0
116.1
2864.187
H Lease
_1
91.76
Lynchburg
N
Sept -Apr
65.0
2.09
135.85
12465.6
0
0
135.85
12465a
T35305
L5
18.02
Wagrarn
N
Sept -Apr
39.0
2.32
90.48
1630.45
0
0
90.48
1630.45
T35305
L6A
1.04
Norfolk
N
Sept -Apr
60.0
2.09
125.4
130A16
0
0
125.4
130.416
T35305
L6
31.55
Norfolk
N
Sept -Apr
60.0
2.09
125.4
3956.37
a
0
125.4
395637
T35305
_7A
2.52
Rains
N
Sept -Apr
55.0
1.93
106.15
267.498
0
0
106.15
267.498
T35305
L7
24.67
Norfolk
N_
Sept -Apr
6M
2.09
125.4
3093,618
0
0
125.4
3093.618
H Lease
Ll
91 76
Lynchburg
F
Mar 15-Aug 1
925.0
0.089
15
67.325
6177.742
0
0
6T325
6177.742
T35305
L5
1802
wagram
F
Mar 15-Aug 1
637.0
0.112
15
56.344
1015.319
0
0
56.344
1015.319
T35305
L6
1.04
Norfolk
F
Mar 15-Aug 1
875.0
0.089
15
62.875
65.39
0
0
62a75
65.39
T35305
L6
31.55
Norfolk
F
Mar 15-Aug 1
875.0
0.089
15
62.875
1983.706
0
0
62S75
1983.706
T35305
_7A
2.52
Rains
F
Mar 15-Aug 1
637.0
0.112
15
56.344
141.9869
0
0
56344
141.9869
T35305
L7
24.67
Norfolk
F
Mar 15�Aug 1
875.0
0.089
15
62.875
1551.126
0
0
62.875
1551.126
Totals: 878.24 76479.23 0 76479.2�j
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. Bermuclagrass should be grazed or cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code
Crop
Description -Harvested As
A
Barley
Grain Crop
B
Grazed Hybrid Bermuclagrass
Pasture/Grazed
C
Hybrid Bermuclagrass Hay
Hay
B/C
Comb. Hybrid Bermuclagrass
Graze/Hay Combination
D
Corn - Grain
Grain Crop
E
Corn - Silage
Silage
F
Cotton
Cotton Lint
G
Grazed Fescue
Pasture/Grazed
H
Fescue Hay
Hay
I
Oats
Grain Crop
i
Rye
Grain Crop
K
Grazed Overseed
Pasture/Grazed (Seeded in Bermudagrass)
L
Overseed Hay
Hay (Seeded in Bermuclagrass)
M
Grain Sorghum
Grain Crop
N
Wheat
Grain Crop
0
Soybean
Grain Crop
P
Pine Trees
Pine Trees
S
Small Grain
Grain Crop/ Hay (After Grain Crop)
cc
Cover Crop
Not Harvested; Burned/Disked In
SWG
Swithgrass
Biomass Crop
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed may, and most likely will be, more than the acres shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
4 of 11

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications
PAN/yr/animal Farm Total/yr
Farrow to Wean
0.8
Farrow to Feeder
0.96
Farrow to Finish
3.9
Wean to Feeder
O�07
Wean to Finish
0.27
17600 Feeder to Finish
0.34 5984
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 5984 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 29920 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 99 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 239.36 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil
structure, soil texture, water droplet size, and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
*This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for >180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
5 of 11

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Soil
Application Rate
Application Amount
Tract
Hydrant
Type
Crop
in/hr
inches
T34836
Pi
Goldsboro
D
0.4
1
T34836
P2
Lynchburg
D
0.65
1
T34836
P3A
Rains
D
0.4
1
T34836
P313
Rains
D
0.4
1
T34836
P4
Lynchburg
D
0.65
1
T34836
P5
Goldsboro
D
0.4
T34836
6
Lynchburg
D
0.65
T34836
7
Lynchburg
D
0.65
1
T34836
Sub P1
Goldsboro
D
0.4
1
T34836
Sub P2
Lynchburg
D
0.65
1
T34836
Sub P3A
Rains
D
0.4
1
T34836
Sub P313
Rains
D
0.4
1
T34836
Sub P4
Lynchburg
D
0.65
1
T34836
Sub P5
Goldsboro
D
0.4
1
OPTIONAL
Any
Any
cc
0.5
1
Goldsboro
F
0.4
1
Lynchburg
F
0.65
Rains
F
0.4
6 of 11

Additional Comments:
This NUP revision is based on an updated irrigation design prepared by
Kevin Weston. This plan has been updated to include the current production
rates and R.Y.E.'s. This update combines the original L1-L4 and cleared
acreage. L6 includes new cleared acreage and added L6A and L7A. Bermuda
hay is removed and changed to row crop rotation.
7 of 11

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm
Owner:
Manager:
Owner/Manager Agreement:
Farm 5075 & 5076 Facility 78-91
Murphy Brown, LILC
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:
Murphy Brown, LLC
Name of Manager (if different from owner):
Signature:
Name of Technical Specialist:
Affiliation:
Address:
Telephone:
Signature:
Toni W.
K:j'*4:rA1Vz-!
[phone]
Date
Date
8 of 11

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.
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.
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),
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.
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 Meather and Climate in North Carolina" for
guidance).
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.
Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
9 of 11

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

WaU ./to. fle.t. 4
F.— 5076
7� 1\
Told F.ld ?2 = 61,14 Ae
..('.d 53-88 bo,
Sub P2 7.�6 Ac.
P2
'0:16 �o. w/o ..d gun
,3 INS Ac. w/and gun
SPEOFICAM(N4S
Pi..t (PI & P2)
L-,I' 9' a '
Encl Gun R.dp.. 79'
GRAPHIC SCALE
0 �dd wed 1.
IN FEET
I i.h = 600 ft.
L'
91.76 A�
PI
45 14 Ac. w/. end
,,9:24 A.. ./end ,
T.tol Field �1 - 57,76 �o
Wetted 49.24 A,
Sub P1 8.52 A,
Forms 5075 & 5076
AWS780091
AWwauan Fl"
Told Fild P3A = 35,35 Ao,
Wetted - 13.18 A..
Sub P3A = 17.17 A,
P3A N
14.188 Ac. w//o end gun
8, A, . end! gun
P39
;3.57 Ae. :/. end gun
5-34 Ae. /end gun
6
16.42 A,
P5
29.46 A, .�. no Sun
�.37 Ac. w and gun
pend
I.SS Ae d
1 SS A. �bnl A�dl
wwl.
. 0
/1 0.
,b— 5075
Intel Red P� - 17,�g A., T.111 1111d P4 - 22,19 41,
Wetted - 15.34 A.. Wetted = 16.93 Ao,
Sub P3B . 1,95 Ae. Sub P4 - 5.26 A,
to inell newly cleared acreagee,
U. 0. L4 & ded,.
.cr,b,.. Added -6A & PA.
SPEC FICA ON
P�A P�. P4 & P5)
g,� E42
End Gun �.du.: Ell
Too, F1.1d P5 = 42,41 A,
Wetted 34.37 Ac.
Sub PS 8,07 A.