090004_Application_20240322

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2024, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2024.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Certificate Of Coverage Number: AWS090004
2. Facility Name: Cain Complex
3. Permittee's Name (same as on the Waste Management Plan): Murphy -Brown LLC
4. Permittee's Mailing Address: PO Box 856
City: Warsaw State: NC
Telephone Number: 910-293-3434 Ext. E-mail: kwesterbeeki&,smithfield.com
5. Facility's Physical Address: 882 Opportunity Ln
City: White Oak State: NC
6. County where Facility is located: Bladen
7. Farm Manager's Name (if different from Landowner): David C Nordin
8. Farm Manager's telephone number (include area code): 910-293-5330 Ext.
9. Integrator's Name (if there is not an Integrator, write "None"): Murphy -Brown LLC
10. Operator Name (OIC): William Victor Sutton Phone No.: 910-271-3556
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type
Swine - Farrow to Wean
Swine - Wean to Feeder
Swine - Feeder to Finish
Operation Types:
Allowable Count
2,500
7,000
10,000
Zip: 28398-0856
Zip: 28399
OIC #: 26076
Swine
Cattle
Dry Poultry
Other Types
Wean to Finish
Dairy Calf
Non Laying Chickens
Horses - horses
Wean to Feeder
Dairy Heifer
Laying Chickens
horses - Other
Farrow to Finish
Milk Cow
Pullets
Sheep - Sheep
Feeder to Finish
Dry Cow
Turkeys
Sheep - Other
Farrow to Wean
Beef Stocker Calf
Turkey Pullet
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Wet Poultn
Gilts
Other
Non Laying Pullet
Other
Layers

13. Waste Treatment Lagoons, Digesters and Waste Storage Ponds (WSP): (Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure
Name
Structure Typc
(Lagoon/Digestcr/
WSP)
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
'Redline"
(Inches)
7443-1
Lagoon
1/l/1992
Full, clay
1,446,174.00
237,671.00
19.30
7443-2
Lagoon
2/4/1993
Full, clay
405,225.00
72,017.00
20.40
7443-3
Lagoon
7/31/1992
Full, clay
2,323,618.00
263,267.00
19.90
7443-4
Lagoon
1/2/1992
Full, clay
31,370.00
12,791.00
22.00
DEPOT
Lagoon
DEPOT 1
Lagoon
19.00
FINISHER
Lagoon
174,240.00
FINISHER 2
Lagoon
19.00
NURSERY
Lagoon
43, 560.00
NURSERY 3
Lagoon
19.00
SOW
Lagoon
87,120.00
SOW 4
Lagoon
19.00
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.10C(d), either by mailing to the address below or sending it via
email to the email address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed by the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is
accurate and complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be
applicable to your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, solids separators, sludge drying system, waste transfers, etc.)
I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. 1 understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.

Note: In accordance with 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 tine of not more than $10,000 or imprisonment of not more than 5 years, or both
for a similar offense.)
Print the Name of the Permittee/Landowner/Signing Official and Sign below. (If multiple Landowners exist, all landowners
should sign. If Landowner is a corporation, signature should be by a principal executive officer of the corporation):
Name (Print): Y1 �f� Title::�-
Signature: Date:
Name
Signature: _
Name (Print):
Signature: _
Title:
Date:
Title:
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636

TT cTv ?i:tiI;.Gi� WISING FEEDLOT"
An LMnL XA �4
loaao rotu= tho cospl©tod fcro to tho Diviuion cf En'
tb© addroaa on tho roverao aida of thin form.
:a (Plebe p=inti CG,� ��ar� — lCbse i-{ ' 1 C
mailing .caress : Phone No. .
Coun�tpyu �(of �azml�lac�C�-�
1 �1` `�` (requzrec, r.i5v.
=zr;r, locat�o.^.: Lati::ude and Longitude _sJ
v of a county road map with lgcation identified.
please attach a cop • etc. } : ScOr riC
Type of operation (swine, layer, dairy, ID aaOhA. Fce�e,'
Design capacity (number of animals):
1 oos, _ a5oO4o Ica
Average -size of operation (12 month popu ation avg ?'� acres):
Average acreage neeaed for land application Of waste (_--
T©chmical Spoc""t Car•tif cation
As a tec:7nical specialist designated by the Nerth Carolina Sail eth 41ate=
Conservation Com.7lission pursuant to 15A NCAC 6 ham T certify that sal
existing animal waste managemen4 system for the �ann named move has an animal
.
waste IIIG �:G�C:�sC:l t_ -��: "iu4 � <.:.G.�.� .. it the lrs�f'--So--
specifications o v
the Division of Env�ronmental 1;anagernent a-^•c
Service �.^.d/or t:^.e hort:� Carolina Soil ar.c ware= Cc^se_vzt_c:
Cor.serva.ion 1
Come ss i on pursuant to 15A ,:CAC 2H. D217 and 15A NCr.0 6r .00Oi-..`00�- ^.�e
following elements and their corresponding minimum criteria have been verifies
by me or ocher designated techanical spec: =.lists and are included in the plan as
y and a:: ,�.- land
applicalle: minims;.,, separations (buffers) , adequate quant-t "rot-.` o
third party); access .or ownership of proper
for ;:ass= s:tiiiaat,on (or use of of a lications; appZ-catlor:
waste application equipment; schedule for timing Pp
loading rates, and the control of the discharge or pollutants fro'.
stormwate'- runoff events less severe than the25-year, 214�-hour storm.
N&Me of Technical speci Iiat (Please
Affiliation (Agency): 1�N :.—,�..�- PI —I I /
R 5� 1 1 Al Phone No. �116� 1g� - a��
Aidress : 6
slate: 3-o�a—� _------
signature:
owner/?'.ann ar aoment i^ the
(we) un erstand the operation and maintenance procedures esnablii ne�a Amer:`
approved minimal waste maRageme^t Plan for the fa -ram named above and _
these precedures. _ {we] know tItY
hat any expansion to the existing design capac
on c= new facilities w
of the waste ..reat-ment and storage system or constrt:ctlta
require a new ce_Llficazion to be submitted to the Division of^a-
(we) also unde-stanc that there
*�anaae:ze�.t before the new animals are stocked. i (- wae-s cf the
must be no discharge of amWal waste from this system o surft e
state either directly through a mar. -'nacre conveyance or t roug.^. Lu :uwL = =
scorn event less severe than the 25-year, 24-hour storm. The approved pla.� will
be filed at the far: and at the office of the loco' -Soil a :d Water Conserna"ior. District. { r id100202151457
Name of i.aad Own ease
Daa�"��
�icnat•.:re: —
`ia e of +ka�agor d;fLerent from owner (Please pTOW
Da e ;�_f
�d o•,.r*.-:_.--ship req i._e
-, _-,CVr'.� i�-•. is czar ged) w_....:1 ira'-'-. i:. -

Murphy -Brown, LLC
Grower(s):
Farm Name:
1/31/2018 2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
NUTRIENT UTILIZATION PLAN
Murphy Brown, LLC dba Smithfield Hog Prod.
Cain Complex; AWS090004
county:
Bladen
Permit Capacity:
Farrow to Wean
2500
Farrow to Feeder
Farrow to Finish
Wean to Feeder
7000
Wean to Finish
Feeder to Finish
10000
Gilts
Boars
Storaae Structure:
Anaerobic
Storage Period:
Application Method:
Lagoon
>180 days
Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen
Either of these conditions may result in runoff to surface waters which is not allowed
under DWR regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1of11

This plan is based on the waste application method shown above. If you choose to change
methods in the future, you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. In some cases you may want to have plant analysis made, which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan, if 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
2500
Farrow to Wean
3203 gallyr
8,007,500 gallyr
Farrow to Feeder
3861 gal/yr
gallyr
Farrow to Finish
10478 gallyr
gallyr
7000
Wean to Feeder
191 gallyr
1,337,000 gallyr
Wean to Finish
776 gallyr
gallyr
10000
Feeder to Finish
927 gallyr
9,270,000 gallyr
Gilts
1015 gallyr
gallyr
Boars
2959 gallyr
gallyr
Total 18,614,500 gallyr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (lbs):
Capacity Type Nitrogen Produced per Animal Total
2500
Farrow to Wean
3.84 Ibslyr
9,600 Ibslyr
Farrow to Feeder
6.95 Ibslyr
Ibslyr
Farrow to Finish
18.86 Ibslyr
Ibslyr
7000
Wean to Feeder
0.34 Ibslyr
2,380 Ibslyr
Wean to Finish
1.4 Ibslyr
Ibslyr
10000
Feeder to Finish
1.67 Ibslyr
16,700 Ibslyr
Gilts
1.83 Ibslyr
Ibslyr
Boars
5.33 Ibslyr
Ibslyr
Total 28,680 Ibslyr
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: 172.55
Total N Required 1st Year: 34167.85
Total N Required 2nd Year: 0.00
Average Annual Nitrogen Requirement of Crops: 34,167.85
Total Nitrogen Produced by Farm: 28,680.00
Nitrogen Balance for Crops: (5,487.85)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2of11

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

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications
PANlyrlanimal
Farm Total/yr
2500 Farrow to Wean
0.8
2000
Farrow to Feeder
0.96
Farrow to Finish
3.9
7000 Wean to Feeder
0.07
490
Wean to Finish
0.27
10000 Feeder to Finish
0.34
3400
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 5890 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 29450 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 98 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 235.6 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
APPLICATION OF WASTE BY IRRIGATION:
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil
structure, soil texture, water droplet size, and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
"This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for >180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
5of11

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Soil
Application Rate
Application Amount
Tract
Hydrant
Type
Crop
inlhr
* inches
Cain
2
LeA
BU
0.65
_
1
Cain
3
Ce
BU
0.75
1
Cain
4
LeA
BU
0.65
1
Cain
5A
Ce
BU
0.75
1
Cain
5B
LeA
BU
0.65
1
Cain
6
LeA
BU
0.65
1
Cain
7
LeA
BU
0.65
1
Cain
8
LeA
BU
0.65
1
Cain
9
WgB
BU
0.75
1
Cain
10
WgB
BU
0.75
1
Cain
12
WgB
BC
0.75
1
Cain
13
WgB
BC
0.75
1
Cain
14
WgB
BC
0.75
1
Cain
15
WgB
BC
0.75
1
Cain
16
WgB
BC
0.75
1
Cain
18
WgB
BC
0.75
1
Cain
19
WgB
BC
0.75
1
Cain
20
WgB
BC
0.75
1
Cain
21
WgB
BC
0.75
1
Cain
22
WgB
BU
0.75
1
Cain
23
WgB
BU
0.75
1
Cain
24
WgB
BU
0.75
1
Cain
25
WgB
BU
0.75
1
Cain
26
WgB
BU
0.75
1
Cain
27
WgB
BU
0.75
1
Cain
28
WgB
BC
0.75
1
Cain
29
WgB
BC
0.75
1
Cain
30
WgB
BC
0.75
1
Cain
31A
WgB
BC
0.75
1
Cain
31 b
WgB
BC
0.75
1
Cain
32
WgB
C
0.75
1
Cain
33
WgB
C
0.75
1
Cain
34
WgB
C
0.75
1
Cain
35
WgB
C
0.75
1
Cain
36
WgB
C
0.75
1
Cain
37
WgB
C
0.75
1
Cain
subl
LeA/Ce
BU
0.65
1
Cain
sub3
LeANWgB
BU
0.65
1
Cain
sub4
WgB
BC
0.75
1
Cain
sub5
WgB
BC
0.75
1
Cain
sub6SWG
WgB
BU
0.75
1
Cain
sub6C
WgB
C
0.75
1
Cain
sub7
WgB
C
0.75
1
Cain
Iso1
WgB
Pines
0.75
1
6of11

Additional Comments:
This plan revised to show a crop change from switchgrass to grazed
berm uda rass/crabg rass mix for all fields previously in switchgrass, and
reflects the current production and application rates as listed on the NCSU
Nutrient Management website. All other parameters remained the same.
7of11

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: Cain Complex; AWS090004
Owner: Murphy Brown, LLC dba Smithfield Hog Prod.
Manager:
Owner/Manager Agreement:
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.
/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: Murphy Brown, LLC dba Smithfield Hog Prod.
Signature: 14 4.04'F r
Date
Name of Manager (if different from owner):
Signature:
Date
Name of Technical Specialist: Toni W. Kin
Affiliation: Murphy -Brown, LLC.
Address: 2822 Hwy 24 West, PO Drawer 856 ^�
Warsaw, NC 28398
Telephone: [phone]
Signature: �•, �_,�� _ �Zait7
Date
8of11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
2 There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of the waste, he/she shall provide
evidence of an agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the responsibility of the
owner of the waste production facility to secure an update of the Nutrient Utilization Plan
when there is a change in the operation, increase in the number of animals, method of
application, recieving crop type, or available land.
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.
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).
Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control odor and
flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
9of11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
Animal waste shall be applied on actively growing crops in such a manner that the crop is not
covered with waste to a depth that would inhibit growth. The potential for salt damage from
animal waste should also be considered.
10 Nutrients from waste shall not be applied in fall or winter for spring planted crops on soils with a
high potential for leaching. Waste/nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall
not be applied more than 30 days prior to planting of the crop or forages breaking dormancy.
11 Any new swine facility sited on or after October 1, 1995 shall comply with the following: The
outer perimeter of the land area onto which waste is applied from a lagoon that is a component of
a swine farm shall be at least 50 feet from any residential property boundary and canal. Animal
waste, other than swine waste from facilities sited on or after October 1, 1995, shall not be
applied closer than 25 feet to perennial waters.
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those owned by
the landowner.
14 Waste shall be applied in a manner not to reach other property and public right-of-ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by discharge
or by over -spraying. Animal waste may be applied to prior converted cropland provided the fields
have been approved as a land application site by a "technical specialist". Animal waste shall not
be applied on grassed waterways that discharge directly into water courses, and on other grassed
waterways, waste shall be applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16 Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall not be
discharged into the animal waste management system.
10of11

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

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AWS090004
Property Line NRCS Soils Cain Complex 0 550 1,100 2,200 Feet
NHD Flowline NHD Waterbod I I I
882 Opportunity Ln
1 in = 0.2 miles 1:12,690
White Oak, NC 28399
Longitude:-78.672114 This Map Was Created By Garrett Melvin on 412912015
Latitude: 34.760446 Using Data From USDA, USGS, NC OneMap Bladen County G1S,
NC-DENR, and The Murphy -Brown LLC Engineering Dept.

NUTRIENT UTILIZATION PLAN AMENDMENT
Grower(s):
Farm Name:
Murphy -Brown, LLC
Cain Farm - Isolation Add't.; Fac. No.: 9-4
County:
Bladen
Farm Capacity:
Farrow to Wean
2500
Farrow to Feeder
Farrow to Finish
Wean to Feeder
7000
Feeder to Finish
10,000
Storage Structure:
Storage Period:
Application Method:
Anaeroulc Lagoon
>180 days
Irrigation
This amendment allows the producer to apply animal waste from this facility onto pine trees. The
attached sheet lists the pull number and application information. This amendment should be
attached to the existing Nutrient Utilization Plan for this facility.
L-.4t,
Owner/Manager
Technical Specialist
Date
Date

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Urower: Crain t-Inlsner uesignea by. Kt3VV
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date:
County: Du lin Sheet 1 of 7
12/22/08
ANAEROBIC WASTE LAGOON
DESIGN
FARM INFORMATION
Farm Population:
Nursery: .-------------------
Wean to Finish: -------------------
0
Finishing: -------------------
10000
Hd.
Farrow to weanling:-------------------
0
Farrow to feeder: --------------------
0
Farrow to finish: -------------------
0
Boars: -------------------
0
Storage Period: -------------------
180
Days
25 Yr. 124 Hr Storm Event -------------------
7.5
In.
"Heavy Rain" Factor Not /\pI ica6i.
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? (YIN) ------------
Y
Does Operator Want Emergency Spillway? (YIN) ------------
N
Was This Design Built Prior to Sept. 1996? (YIN) ------------
Y
Is Drain Tile Req'd to Lower SHWT? (YIN) ------------
N
Seasonal High Water Table Elev:-------------------
0.00
Freeboard: -------------------
1.0
Ft.
Emergency Spillway Flow Depth: Not Appti,;6uiu
Side Slopes: -------=-----------
3
:1 (H:V)
Press ALT-C to Download
0.0
it -areas see shot ? of 7..
0.0
Top of Dike Elevation: ---------------- Depth
96.14
Ft_
Finished Bottom Elevation: BOTTOM E 12.14 Ft.
84.00
Ft.
Start Pump Elevation: ---------------- 19.92 In.
94.48
Ft.
Stop Pump Elevation: ---------------• 60.48 In.
91.10
Ft.
LAGOON VOLUME
REQUIRED VOL.
DESIGN VOLUMES
% REQ'D.
Storm Stor =
164542
(Cu.Ft.)
166,910
(Cu.Ft.)
101.44%
Temporary =
483252
(Cu.Ft.)
806,278
(Cu.Ft.)
166,84%
Permanent =
1350000
(Cu.Ft.)
1,350,429
(Cu.Ft.)
100.03%
Total Volume =
1,997,793
(Cu.Ft.)
2,323,618
(Cu.Ft.)
116.31 %
112 Treatment Volume = 675,000 (Cu.Ft.)
112 Treatment Volume Elevation = 87.80 Ft.
90 Temporary Storage Volume Elevation = 93.20 Ft.
Min. Required Liner Thickness -------------------
Lagoon Surface Area: (Inside TOD) -------------------
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw, NC 28398
100.08 In.
35.32 In.
1.8 Ft.
263,267 S.F.
[phone]

Grower: Cain Finisher Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/22/08
County: Duglin Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: ®Cu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.)
Area SF
90.00
219,135
91.00
225,729
92.00
232,549
93.00
239,592
94.00
247,228
95.00
255,159
96.00
263,267
Incr. Vol. (Cu. FT)
222,432
229,139
236,071
243,410
251,194
259,213
Cumul. Vol. (Cu. FT)
1,105,083
1,327,515
1,556,654
1,792,725
2,036,135
2,287,328
2,546,541
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL 1,997,793
CF
CUMULATIVE
VOL.
ZONE VOL.
116.31%
END PUMP = _ _ = 91.10
FT
1,350,429 CF
TR'MT
1,350,429
100.03%
START PUMP = = 94.48
FT
2,156,707 CF
TEMP
806,278
166.84%
MAX STORAGE = 95.14
FT
2,323,618 CF
STORM
166,910
101.44%
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw, NC 28398 [phone]

Grower: Cain Finisher Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/22/08
Countv: Duplin Sheet 3 of 7
MINIMUM _REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
Animal Type Capacity ALW (cu.ft.11b) = Total
Nursery
0
30
1.00
0
Wean to Finish
0
115
1.00
0
Finishing
10,000
135
1.00
1,350,000
Farrow to weanling
0
433
1.00
0
Farrow to feeder
0
522
1.00
0
Farrow to finish
0
1,417
1.00
0
Boars
0
1 400
1.00
0
Total Required Treatment Volume (cu. ft.)= 1,350,000
Sludge Storage Volume:
Animal Type Capacity ALW (cu.ft.Ilb) = Total
Nursery
0
30
0.00
0
Wean to Finish
0
115
0.00
0
Finishing
10,000
135
0.00
0
Farrow to weanling
0
433
0.00
0
Farrow to feeder
1 0
522
0.00
0
Farrow to finish
0
1,417
0.00
0
Boars
0
400
0.000
0
Total Required Sludge Storage Volume (cu. ft.)=
Temporary Storage Volume:
Manure Production:
0
Animal Type Capacity * Ste. Period J./day) = Total
Nursery
0
180
0.30
0
Wean to Finish
0
180
1.17
0
Finishing
10,000
180
1.37
2,466,000
Farrow to weanling
0
180
4.39
0
Farrow to feeder
0
180
5.30
0
Farrow to finish
0
180
14.38
0
Boars
0
180
4.06
0
Total Manure Production (gals.)=
Total Manure Production (cu.ft.)=
Excess Fresh Water:
2,466,000
329,679
Animal Type Capacity * Ste. Period d.lday) = Total
Nursery
0
180
0.00
0
Wean to Finish
0
180
0.00
0
Finishing
10,000
180
0.00
0
Farrow to weanling
0
180
0.00
0
Farrow to feeder
0
180
0.00
0
Farrow to finish
0
180
0.00
0
Boars
0
180
0.00
0
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=
0
0
w

Grower: Cain Finisher Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/22/08
Countv: Dui)lin Sheet 4 of 7
Temporary Storage Volume: (Cont.1
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall 1 12in.lft
Vol.= (263267 sq.ft. + 0 sq.ft.) * 7 in. 112 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 153,572
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr.124Hr. Storm(in) 112in.lft.
Vol.= (263267 sq.ft + 0 sq.ft.) * 7.5 in. 112 in./ft.
Total Required Volume for 25Yr.124Hr. Storm Event (cu.ft)= 164,542
"Heavy Rain" Storage:
Vol,=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in)1 12in.lft.
Vol.= (263267 sq.ft + 0 sq.ft.) * 0.0 in. 112 in.lft.
Total Required Volume for "Heavy Rain" (cu.ft.) = 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
0 0
Total Required Storm Storage
(25Yr. 1 24Hr. 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 = 1997793 (CU.FT.)
, LLC Engineering P.O. Box 856, Warsaw NC 28398
164,542 (CU.FT)
483,252 (CU.FT)
1,350,000 (CU.FT)
10) 293-3434

Grower: Cain Finisher Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/22/08
Countv: DuNin Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation -------------------
96.14
FT.
Emergency Spillway Crest Elevation -------------------
Not AI
Applicable
Top of 25Yr. 124Hr. Storm Storage -------------------
95.14
FT.
Top of "Heavy Rain" Storage -------------------
Not
Applicable
Start Pump Elevation -------------------
94.48
FT.
End Pump Elevation -------------------
91.10
FT.
Top of Sludge Storage -------------------
Not
Applicable
Seasonal High Watertable Elev.-------------------
0.00
Finished Bottom Elevation -------------------
84.00
FT.
Inside Top Length -------------------
Not
Applicable
Inside Top Width -------------------
Not
Applicable
Side Slopes -------------------
3:1
H:V
Lagoon Surface Area -------------------
263,267
SF
Min. Liner Thickness (if required) -------------------
1.8
FT.
Freeboard Depth -------------------
1.00
FT.
Temporary Storage Period -------------------
180
Days
Zone Depths:
TOTAL DESIGN VOLUME = 2323618 (CU.FT.)
Treatment 1 Sludge Storage Zone Depth ----------- 7.1 FT,
Temporary Storage Zone Depth ----------- 3.4 FT.
Freeboard 1 Storm Storage Zone Depth ----------- 1.7 FT.
Total Lagoon Depth ----------- 12.1 FT.
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398
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Grower; Cain Finisher Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/22/08
Countv: Duplin Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
`,�StillIIII,10,
NOTE: See attached Waste Utilization Plan = ?: QQ� �a2 ��
DESIGNED: �� r =4: �023994
DATE:
COMMENTS: The lagoon has been designed as an irregular shape.
This design is update of start and stop pump elevations and to show the 112
treatment volume level for sludge storage. This design does not supersede the
original certification of the farm.
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Cain Nursery
Address: PO Box 856
Warsaw, NC 28398
Count Du fin
Designed By: KBW
Checked By: DSE
Date: 12/22/08
Sheet 1 of 7
ANAEROBIC
WASTE LAGOON DESIGN
FARM INFORMATION
Farm Population:
Nursery, -------------------
7000 Hd.
Wean to Finish: -------------------
0
Finishing: -------------------
0
Farrow to weanling:------------------- 0
Farrow to feeder: -------------------
0
Farrow to finish: -------------------
0
Boars: ------------------- 0
Storage Period: -------------------
180 Days
25 Yr. 124 Hr Storm Event ------------------- 7.5 In.
"Heavy Rain" Factor
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?
(YIN) ------------
Y
Does Operator Want Emergency Spillway?
(YIN) ------------
N
Was This Design Built Prior to Sept. 1996?
(YIN) ------------
Y
Is Drain Tile Req'd to Lower SHWT?
(YIN) ------------
N
Seasonal High Water Table Elev:-------------------
0.00
Freeboard: --------------------
1.0
Ft.
Emergency Spillway Flow Depth:
',�
Side Slopes: -------------------
3
:1 (H:V)
I -C to Download
0.0
contour areas see sheet ? of 7..
0.0
Top of Dike Elevation: --------------- Depth
97.63
Ft.
Finished Bottom Elevation: ------ ---------- 7.63 Ft.
90.00
Ft.
Start Pump Elevation: ---------------- 20.4 In.
95.93
Ft.
Stop Pump Elevation: ----------------
51.24 In.
93.36
Ft.
LAGOON VOLUME REQUIRED VOL.
DESIGN VOLUMES
% REQ'D.
Storm Stor= 45011 (Cu.Ft.)
45,242 (Cu.Ft.)
100,51%
Temporary = 93293 (Cu.Ft.)
149,840 (Cu.Ft.)
160.61%
Permanent = 210000 (Cu.Ft.)
210,142 (Cu.Ft.)
100.07%
Total Volume = 348,304 (Cu.Ft.)
405,225 (Cu.Ft.)
116.34%
112 Treatment Volume = 105,000 (Cu.Ft.)
112 Treatment Volume Elevation = 91.31 Ft.
90 Temporary Storage Volume Elevation = 94.82 Ft.
Min. Required Liner Thickness
Lagoon Surface Area: (Inside TOD)
75.90 In.
33.71 1 n.
1.5 Ft.
72,017 S.F.
Murphy -Brown, LLC Engineering P.O. Box 856,Warsaw, NC 28398 [phone]

Cain rower: B
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/22/08
Countv: Duolin Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: ®Cu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.)
Area SF
90.00
43,455
91.00
47,077
92.00
50,106
93.00
53,067
94.00
56,169
95.00
59,537
96.00
63,112
97.00
66,885
97.63
72,017
Incr. Vol. (Cu. FT)
45,266
48,592
51,587
54,618
57,853
61,325
64,999
43,754
Cumul. Vol. (Cu. FT)
45,036
90,302
138,894
190,480
245,098
302,951
364,276
429,274
473,028
These volumes were calculated using the vertical average end area method
TOTAL REQD VOL
348,304
CF
CUMULATIVE
VOL.
ZONE VOL.
116.34%
END PUMP = = = =
93.36
FT
210,142 CF
TR'MT
210,142
100.07%
START PUMP = =:
95.93
FT
359,983 CF
TEMP
149,840
160.61 %
MAX STORAGE =
96.63
FT
405,225 CF
STORM
45,242
100.51 %
Murphy -Brown, LLC Engineering P.O. Box 856 ,Warsaw, NC 28396 [phone]

Grower: Cain Nursery Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/22/08
County: DuDlin Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
Animal Type Capacity ALW (cu.ft.11b) = Total
Nursery
7,000
30
1.00
210,000
Wean to Finish
0
115
1.00
0
Finishing
0
135
1.00
0
Farrow to weanling
0
433
1.00
0
Farrow to feeder
0
522
1.00
0
Farrow to finish
1 0
1,417
1.00
0
Boars
1 0
400
1.00
0
Total Required Treatment Volume (cu. ft.)=
Sludge Storage Volume:
210,000
Animal Type Capacity ALW (cu.ft.11b) = Total
Nursery
7,000
30
0.00
0
Wean to Finish
0
115
0.00
0
Finishing
0
135
0.00
0
Farrow to weanling
0
433
0.00
0
Farrow to feeder
0
1 522
0.00
0
Farrow to finish
0
1,417
0.00
0
Boars
0
400
0.000
0
Total Required Sludge Storage Volume (cu. ft.)=
Temporary Storage Volume:
Manure Production:
0
Animal Type Capacity ' Sto. Period d.lday) = Total
Nursery
7,000
180
0.30
383,600
Wean to Finish
0
180
1.17
0
Finishing
0
180
1.37
0
Farrow to weanling
0
180
4.39
D
Farrow to feeder
0
180
5.30
0
Farrow to finish
0
180
14.38
0
Boars
0
180
4.06
0
Total Manure Production (gals.)=
Total Manure Production (cu.ft.)=
Excess Fresh Water:
383,600
51,283
Animal Type Capacity " Sto. Period d.lday) = Total
Nursery
7,000
180
0.00
0
Wean to Finish
0
180
0.00
0
Finishing
0
180
0.00
0
Farrow to weanling
0
180
0.00
0
Farrow to feeder
0
180
0.00
0
Farrow to finish
0
180
0.00
0
Boars
1 0
180
0.00
0
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=
0
0
wn, LLC; Lngrneenng t-.U. tsox u5b, Warsaw
(910) 293

Grower: Cain Nursery Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/22/08
Countv: Dur lin Sheet 4 of 7
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall 1 121n.lft
Vol.= (72017 sq.ft. + 0 sq.ft.) * 7 in. 112 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 42,010
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr.124Hr. Storm(in)1 12in.lft.
Vol.= (72017 sq.ft + 0 sq.ft.) * 7.5 in. 112 in./ft.
Total Required Volume for 25Yr.124Hr. Storm Event (cu.ft)= 45,011
"Heavy Rain" Storage
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in)1 12in./ft.
Vol.= (72017 sq.ft + 0 sq.ft.) * 0.0 in. 112 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) = 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
0 0
Total Required Storm Storage
(25Yr. 1 24Hr. Storm +'Heavy Rain')= 45,011 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) = 93,293 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 210,000 (CU.FT)
TOTAL REQUIRED VOLUME = 348304 (CU.FT.)
wn, LLC Engineering P.O. Box 856, Warsaw

Grower: Cain Nursery Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/22/08
County: Duplin Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation -------------------
97.63
FT.
Emergency Spillway Crest Elevation -------------------
Not Al Applicable
Top of 25Yr. 124Hr. Storm Storage -------------------
96.63
FT.
Top of "Heavy Rain" Storage -------------------
Not
Applicable
Start Pump Elevation -------------------
95.93
FT.
End Pump Elevation -------------------
93.36
FT.
Top of Sludge Storage -------------------
Not
Applicable
Seasonal High Watertable Elev.-------------------
0.00
Finished Bottom Elevation -------------------
90.00
FT.
Inside Top Length -------------------
Not
Applicable
Inside Top Width -------------------
Not
Applicable
Side Slopes -------------------
3:1
H:V
Lagoon Surface Area -------------------
72,017
SF
Min. Liner Thickness (if required) -------------------
1.5
FT.
Freeboard Depth -------------------
1.00
FT.
Temporary Storage Period -------------------
180
Days
Zone Depths:
TOTAL DESIGN VOLUME = 405225 (CU.FT.)
Treatment 1 Sludge Storage Zone Depth ----------- 3.4 FT.
Temporary Storage Zone Depth ----------- 2.6 FT.
Freeboard 1 Storm Storage Zone Depth ----------- 1.7 FT.
Total Lagoon Depth ----------- 7.6 FT.
w
10) 293-3434

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Grower: Cain Nursery Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/22/08
Countv: Duplin Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
\\\r11111111",,,
pFES81
NOTE: See attached Waste Utilization Plan
- SEqLr
DESIGNED:
,;'9G/
,
���f1i11�111rrr\
DATE: / Z
COMMENTS: The lagoon has been designed as an irregular sha
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
nal certification of the farm.
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

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

OPERATION & MAINTENANCE PLAN
Proper lagoon management should be a year-round priority. It is especially important to manage
levels so that you do not have problems during extended rainy and wet periods.
Maximum storage capacity should be available in the lagoon for periods when the receiving crop is
dormant (such as wintertime for bermudagrass) or when there are extended rainy spells such as a
thunderstorm season in the summertime. This means that at the first sign of plant growth in the
later winter / early spring, irrigation according to a farm waste management plan should be done
whenever the land in dry enough to receive lagoon liquid. This will make storage space available in
the lagoon for future wet periods. In the late summer / early fall the lagoon should be pumped down
to the low marker (see Figure 2-1) to allow for winter storage. Every effort should be made to
maintain the lagoon close to the minimum liquid level as long as the weather and waste utilization
plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to irrigated does
not leave room for storing excess water during extended wet periods. Overflow from the lagoon for
any reason except a 25-year, 24-hour storm is a violation of state law and subject to penalty action.
The routine maintenance of a lagoon involves the following:
Maintenance of a vegetative cover for the dam. Fescue or common bermudagrass
are the most common vegetative covers. The vegetation should be fertilized each
year, if needed, to maintain a vigorous stand. The amount of fertilized applied
should be based on a soils test, but in the event that it is not practical to obtain a
soils test each year, the lagoon embankment and surrounding areas should be
fertilized with 800 pounds per acre of 10-10-10, 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
2

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 al/ 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 I early fall to
provide maximum lagoon storage for the winter.
• The lagoon liquid level should never be closer than 1 foot to the lowest point of the
dam or embankment.
• Don not pump the lagoon liquid level lower than the permanent storage level unless
you are removing sludge.
• Locate float pump intakes approximately 18 inches underneath the liquid surface and
as far away from the drainpipe inlets as possible.
• Prevent additions of bedding materials, long-stemmed forage or vegetation, molded
feed, plastic syringes, or other foreign materials into the lagoon.
• Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
• Maintain strict vegetation, rodent, and varmint control near lagoon edges.
• Do not allow trees or large bushes to grow on lagoon dam or embankment.
• Remove sludge from the lagoon either when the sludge storage capacity is full or
before it fills 50 percent of the permanent storage volume.
• If animal production is to be terminated, the owner is responsible for obtaining and
implementing a closure plan to eliminate the possibility of a pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:
5

• 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) 910-433-3300
EMERGENCY MANAGEMENT SERVICES (EMS) 910-862-6760
SOIL AND WATER CONSERVATION DISTRICT (SWCD) 910-862-3179
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) 910-862-3179
COOPERATIVE EXTENSION SERVICE (CES) 910-862-4591
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 sidewatl of lagoon. Often this is seepage as opposed to flowing leaks -
possible action:
a)
Dig a small sump or ditch from the embankment to catch all seepage, put in a submersible
pump, and pump back to lagoon.
b)
If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil.
c)
Have a professional evaluate the condition of the side walls and the lagoon bottom as
soon as possible.
11 / 10/2008

Assess the extent of the spill and note any obvious damages.
a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone #, After hours,
emergency number: [phone]. Your phone call should include: your name,
facility number, telephone number, the details of the incident from item 2 above, the
exact location of the facility, the location or direction of the movement of the spill, weather
and wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice / technical assistance phone number.
If none of the above works call 911 or the Sheriff's Department and explain your problem to
them and ask the person to contact the proper agencies for you.
Contact the contractor of your choice to begin repair or problem to minimize offsite damage.
a, Contractors Name: 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
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify
the damage, repair the system, and reassess the waste management plan to keep
problems with release of wastes from happening again.
11 /10/2008

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Version —hove rn b er 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
a death The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
❑ a Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
I" I Rendering at a rendering plant licensed under G.S. 106-168.7,
❑ 1-1 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.
a In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S, 106-549.70).
1-1 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),
aMass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4_
Signature of Farm Owner/Manager Date
Signature of Technical Specialist Date

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Grower: Cain Sow Farm
Address: PO Box 856
Warsaw, NC 28398
County: Du lin
ill
Designed By: KBW
Checked By: DSE
Date: 12/22/08
Sheet 1 of 7
ANAEROBIC
WASTE
LAGOON DESIGN
FARM INFORMATION
Farm Population:
Nursery: -------------------
0
Wean to Finish: -------------------
0
Finishing: -------------------
0
Farrow to weanling:-------------------
2517 Hd.
Farrow to feeder: -------------------
0
Farrow to finish: -------------------
0
Boars: -------------------
0
Storage Period: -------------------
51 Days
25 Yr. 124 Hr Storm Event -------------------
7.0 In.
"Heavy Rain" Factor
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?
(YIN) ------------
Y
Does Operator Want Emergency Spillway?
(YIN) ------------
N
Was This Design Built Prior to Sept. 1996?
(YIN) ------------
Y
Is Drain Tile Req'd to Lower SHWT?
(YIN) ------------
N
Seasonal High Water Table Elev:-------------------
0.00
Freeboard: -------------------
1.0 Ft.
E S FI D th
mergency pway ow ep ,__._,_
Side Slopes: -------------------
Top of Dike Elevation:
Finished Bottom Elevation:
Start Pump Elevation:
Stop Pump Elevation:
?ress ALT-C to Download
,,�nntniar areas see sheet 7 of 7
---------------- Depth
------- , ---• 7.23 Ft.
---------------• 19.32In.
---------------- 30.96 1 n .
LAGOON VOLUME REQUIRED VOL. DESIGN VOLUMES
3 :1 (H:V)
0.0
0.0
99.23 Ft.
92,00 Ft.
97.62 Ft,
96.65 Ft.
REQ'D.
Storm Stor =
138641
(Cu.Ft.)
139,054
(Cu.Ft.)
100.30%
Temporary =
214051
(Cu.Ft.)
215,151
(Cu.Ft.)
100.51 %
Permanent =
1089861
(Cu.Ft.)
1,091,970
(Cu.Ft.)
100.19%
Total Volume =
1,442,553
(Cu.Ft.)
1,446,174
(Cu.Ft.)
100,25%
112 Treatment Volume = 544,931 (Cu.Ft.)
112 Treatment Volume Elevation = 94.03 Ft.
90 Temporary Storage Volume Elevation = NIA Ft.
Min. Required Liner Thickness -------------------
Lagoon Surface Area: (Inside TOD)-------------------
62.44 In.
NIA In.
1.5 Ft.
237,671 S.F.
Murphy -Brown, LLC r;ngimering P.O. Box 856,Warsaw, NC 28398 [phone]

Grower: Cain ow arm Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/22/08
County: Duplin 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)
92.00
175,454
168,086
93.00
187,273
181,364
349,450
94.00
197,162
192,218
541,667
95.00
204,614
200,888
742,555
96.00
212,623
208,619
951,174
97.00
220,595
216,609
1,167,783
98.00
228,881
224,738
1,392,521
99.00
237,671
233,276
1,625,797
These volumes were calculated using the vertical average end area method.
TOTAL REOD VOL 1,442,553
CIF
CUMULATIVE
VOL.
ZONE VOL.
100.25%
END PUMP = = = = 96.65
FT
1,091,970 CIF
TR'MT
1,091,970
100.19%
START PUMP = =: 97.62
FT
1,307,120 CIF
TEMP
215,151
100.51 %
MAX STORAGE = 98.23
FT
1,446,174 CIF
STORM
139,054
100.30%
Murphy -Brown, LLC Engineering P.O. Box 856,Warsaw, NC 28398 [phone]

Grower: Cain Sow Farm Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/22/08
County: DuOin Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
Animal Type Capacity ALW ` (cu.ft.11b) = Total
Nursery
0
30
1.00
0
Wean to Finish
0
115
1.00
0
Finishing
0
135
1.00
0
Farrow to woanling
2,517
433
1.00
1,089,861
Farrow to feeder
0
522
1.00
0
Farrow to finish
1 0
1,417
1.00
0
Soars
1 0
400
1.00
0
Total Required Treatment Volume (cu. ft.)= 1,089,861
Sludge Storage Volume:
Animal Type Capacity ALW (cu.ft.11b) = Total
Nursery
0
30
0.00
0
Wean to Finish
0
115
0.00
0
Finishing
0
135
0.00
0
Farrow to weanling
2,517
433
0.00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
0
1,417
0.00
0
Boars
1 0
400
0.000
0
Total Required Sludge Storage Volume (cu. ft.)=
Temporary Storage Volume:
Manure Production:
0
Animal Type Capacity ` Sto. Period d.Iday) = Total
Nursery
0
51
0.30
0
Wean to Finish
0
51
1.17
0
Finishing
0
51
1.37
0
Farrow to weanling
2,517
51
4.39
564,064
Farrow to feeder
0
51
5.30
0
Farrow to finish
0
1 51
14.38
0
Boars
0
1 51
1 4.06
1 0
Total Manure Production (gals.)=
Total Manure Production (cu.ft.)=
Excess Fresh Water:
564,064
75,410
Animal Type Capacity * Sto. Period d.lday) � Total
Nursery
0
51
0.00
0
Wean to Finish
0
51
0.00
0
Finishing
0
51
0.00
0
Farrow to weanling
2,517
51
0.00
0
Farrow to feeder
0
51
0.00
0
Farrow to finish
0
51
0.00
0
Boars
1 0
51
0.00
0
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=
0
0
856, Warsaw NC 28398
10) 293-3434

Grower: Cain Sow Farm Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/22/08
Countv: Duplin Sheet 4 of 7
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft
Vol.= (237671 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 138,641
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (237671 sq.ft + 0 sq.ft.) * 7.0 in. /12 in./ft.
Total Required Volume for 25Yr.124Hr. Storm Event (cu.ft)= 138,641
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol,= (237671 sq.ft + 0 sq.ft.) * 0.0 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) = 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
0 0
Total Required Storm Storage
(25Yr. / 24Hr. 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 = 1442553 (CU.FT.)
P.O. Box 856, Warsaw NC 28398
138,641 (CU.FT)
214,051 (CU.FT)
1,089,861 (CU.FT)
[phone]

Grower: Cain Sow Farm Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/22/08
Countv: Duolin Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation -------------------
99.23
FT.
Emergency Spillway Crest Elevation -------------------
Not Al
Applicable
Top of 25Yr. 124Hr. Storm Storage -------------------
98.23
FT.
Top of "Heavy Rain" Storage -------------------
Not
Applicable
Start Pump Elevation -------------------
97.62
FT.
End Pump Elevation -------------------
96.65
FT.
Top of Sludge Storage -------------------
Not
Applicable
Seasonal High Watertable Elev.-------------------
0.00
Finished Bottom Elevation -------------------
92.00
FT.
Inside Top Length -------------------
Not
Applicable
Inside Top Width -------------------
Not
Applicable
Side Slopes -------------------
3:1
H:V
Lagoon Surface Area -------------------
237,671
SF
Min. Liner Thickness (if required) -------------------
1.5
FT.
Freeboard Depth -------------------
1.00
FT.
Temporary Storage Period -------------------
51
Days
Zone Depths:
TOTAL DESIGN VOLUME = 1446174 (CU.FT.)
Treatment 1 Sludge Storage Zone Depth ----------- 4.7 FT.
Temporary Storage Zone Depth ----------- 1.0 FT.
Freeboard I Storm Storage Zone Depth ----------- 1.6 FT.
Total Lagoon Depth ----------- 7.2 FT.
P.O. Box
28398
[phone]

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Grower: Cain Sow Farm Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/22/08
County: Duplin Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
tittIj""
NOTE See attached Waste Utilization Plan'F�sS�p'•.�/
ZZ
SE
DESIGNED: 023994
.•cr '
DATE: / Z- y Q
COMMENTS: The lagoon has been designed as an irregular shape.
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
nal certification of the farm.
Murphy -Brown, LLC Engineering P.D. Box 856, Warsaw NC 28398 [phone]

Grower: Crain TruCK Wash 74434
Address: PO Box 856
Warsaw, NC 28398
County: Du lin
Uesignea tiy: KbVV
Checked By: DSE
Date:
Sheet 1
12/22/08
of 7
ANAEROBIC
WASTE
LAGOON DESIGN
FARM INFORMATION
Farm Population:
Nursery: -------------------
0
Wean to Finish: -------------------
0
Finishing: -------------------
50 Hd.
Farrow to weanling:-------------------
0
Farrow to feeder: -------------------
0
Farrow to finish: -------------------
0
Boars: -------------------
0
Storage Period: -------------------
180 Days
25 Yr. 124 Hr Storm Event -------------------
7.5 In.
"Heavy Rain" Factor r:ok <;ppi�uable
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?
(YIN) ------------
Y
Does Operator Want Emergency Spillway?
(YIN) ------------
N
Was This Design Built Prior to Sept. 1996?
(YIN) ------------
Y
Is Drain Tile Req'd to Lower SHWT?
(YIN) ------------
N
Seasonal High Water Table Elev:-------------------
0.00
Freeboard: -------------------
1.0 Ft.
Emergency Spillway Flow Depth: :{_i i applicable
Side Slopes: -------------------
Top of Dike Elevation:
Finished Bottom Elevation
Start Pump Elevation:
Stop Pump Elevation:
Press ALT-C to Download
contour areas see nhnr�f ? of 7
---------------- Depth
BOTTOM E 6.14 Ft.
---------------• 21.96In.
---------------- 48.48In.
LAGOON VOLUME REQUIRED VOL. DESIGN VOLUMES
3
:1 (H:V)
0.0
0.0
100.14
Ft.
94.00
Ft.
98.31
Ft.
96.10
Ft.
% REQ'D.
Storm Stor =
7994
(Cu.Ft.)
8,043
(Cu.Ft.) 100.61 %
Temporary =
9110
(Cu.Ft.)
16,450
(Cu.Ft.) 180.58%
Permanent =
6750
(Cu.Ft.)
6,877
(Cu.Ft.) 101.88%
Total Volume =
23,854
(Cu.Ft.)
31,370
(Cu.Ft.) 131.51 %
112 Treatment Volume = 3,375 (Cu.Ft.)
112 Treatment Volume Elevation = 95.45 Ft.
90 Temporary Storage Volume Elevation = 97.33 Ft.
Min. Required Liner Thickness --------
Lagoon Surface Area: (Inside TOD)
56.27 In.
33.73 In.
1.5 Ft,
12,791 S.F.
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw, NC 28398 [phone]

Grower: Cain Truck Wash74434 Designed By: KIBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/22/08
Countv: Duplin Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: ®Cu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.)
Area SF
95.00
4,551
96.00
5,471
97.00
7,003
98.00
8,804
99.00
10,122
100.00
11,499
100.14
12,791
Incr. Vol. (Cu. FT)
5,011
6,237
7,904
9,463
10,811
1,700
Cumul. Vol. (Cu. FT)
1,242
6,253
12,490
20,394
29,857
40,667
42,367
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL
23,854
CF
CUMULATIVE
VOL.
ZONE VOL.
131.51%
END PUMP = = _ =
96.10
FT
6,877 CF
TR'MT
6,877
101,88%
START PUMP = _ =
98.31
FT
23,327 CF
TEMP
16,450
180.58%
MAX STORAGE
99.14
FT
31,370 CF
STORM
8,043
100.61 %
Murphy -Brown, ZZC Engineering P.O. Box 856, Warsaw, NG 28398 [phone]

Grower: Cain Truck Wash 74434 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/22/08
Countv: Duolin Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
Animal Type Capacity ALW (cu.ft.11b) = Total
Nursery
0
30
1.00
0
Wean to Finish
0
115
1.00
0
Finishing
50
135
1.00
6,750
Farrow to weanling
0
433
1.00
0
Farrow to feeder
0
522
1.00
0
Farrow to finish
0
1,417
1.00
0
Boars
0
1 400
1 1.00
0
Total Required Treatment Volume (cu. ft.)=
Sludge Storage Volume:
6,750
Animal Type Capacity ALW (cu.ft.11b) = Total
Nursery
0
30
0.00
0
Wean to Finish
0
115
0.00
0
Finishing
50
135
0.00
0
Farrow to weanling
0
433
0.00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
0
1,417
0.00
0
Boars
0
1 400
0.000
0
Total Required Sludge Storage Volume (cu. ft.)=
Temporary Storage Volume:
Manure Production:
0
Animal Type Capacity * Sto. Period d.lday) = Total
Nursery
0
180
0.30
0
Wean to Finish
0
180
1.17
0
Finishing
50
180
1.37
12,330
Farrow to weanling
0
180
4.39
0
Farrow to feeder
0
180
5.30
0
Farrow to finish
0
180
14.38
0
Boars
0
180
4.06
0
Total Manure Production (gals.)=
Total Manure Production (cu.ft.)=
Excess Fresh Water:
12,330
1,648
Animal Type Capacity } Sto. Period d.lday) = Total
Nursery
0
180
0.00
0
Wean to Finish
0
180
0.00
0
Finishing
50
180
0.00
0
Farrow to weanling
0
180
0.00
0
Farrow to feeder
0
180
0.00
0
Farrow to finish
0
180
0.00
0
Boars
1 0
180
0.00
0
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=
0
0
Murphy -Brown, LLC Engineering
P.O. Box 856, Warsaw NC 28398
10) 293-3434

Grower: Cain Truck Wash 74434
Address: PO Box 856
Warsaw, NC 28398
County: Duplin
Temporary Storage Volume: (Copt.)
Designed By: KBW
Checked By: DSE
Date: 12/22/08
Shoot 4 of 7
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft
Vol,= (12791 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 7,461
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr,/24Hr. Storm(in) / 12in./ft.
Vol.= (12791 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 25Y0241-1r. Storm Event (cu.ft)= 7,994
"Heavy Rain" Storage
Val.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (12791 sq.ft + 0 sq.ft.) * 0.0 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) = 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
0 0
Total Required Storm Storage
(25Yr. / 24Hr. 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 = 23854 (CU.FT.)
.O. Box 856, Warsaw NC 28398
7,994 (CU.FT)
9,110 (CU.FT)
6,750 (CU.FT)
(910) 293-34

Grower: Cain Truck Wash 74434 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/22/08
Countv: Dualin Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation -------------------
100.14
FT.
Emergency Spillway Crest Elevation -------------------
Not Al
Applicable
Top of 25Yr. 124Hr. Storm Storage -------------------
99.14
FT.
Top of "Heavy Rain" Storage -------------------
Not
Applicable
Start Pump Elevation -------------------
98.31
FT.
End Pump Elevation -------------------
96.10
FT.
Top of Sludge Storage -------------------
Not
Applicable
Seasonal High Watertable Elev.-------------------
0.00
Finished Bottom Elevation -------------------
94.00
FT.
Inside Top Length -------------------
Not
Applicable
Inside Top Width -------------------
Not
Applicable
Side Slopes -------------------
3:1
H:V
Lagoon Surface Area -------------------
12,791
SF
Min. Liner Thickness (if required) -------------------
1.5
FT.
Freeboard Depth -------------------
1.00
FT.
Temporary Storage Period -------------------
180
Days
Zone Depths:
TOTAL DESIGN VOLUME = 31370 (CU.FT.)
Treatment 1 Sludge Storage Zone Depth ----------- 2.1 FT.
Temporary Storage Zone Depth ----------- 2.2 FT.
Freeboard 1 Storm Storage Zone Depth ----------- 1.8 FT.
Total Lagoon Depth ----------- 6.1 FT.
P.O. Box 856, Warsaw NC 28398
10) 293-3434

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Grower: Cain Truck Wash 74434 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/22/08
County: Duplin Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
`,`Ij1%i1111++,,
NOTE: See attached Waste Utilization Plan - j : Y
C,2 39g, -
DESIGNED:
DATE: 1 22 ®g ++++++���ti►'���
COMMENTS: The lagoon has been designed as an irregular shape.
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 supersede the
oriainal certification of the farm.
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]