090173_Application_20240328

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: AW S090173
2. Facility Name: Bull Creek Farms, LLC Farm
3. _ Permittee s Name (same as on the Waste Mairiagement Plan): - Bull Creek Farms LLC
4. Permittee's Mailing Address: 304 Fox Lake Dr
City: Clinton State: NC
Telephone Number: 910-385-6229 Ext. E-mail:
5. Facility's Physical Address: Sr 2046
City: E Fayetteville State: NC
6. County where Facility is located: Bladen
7, Farm Manager's Name (if different from Landowner):
8. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"): Murphy -Brown LLC
10. Operator Name (OIC): John S. Sargent Phone No.: 910-385-6229
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation
type and number:
Current Permit:
Operations Type
Allowable Count
Swine - Wean to Finish
14,060
Operation Tvnes:
Swine
Cattle
Dry Poultry
Wean to Finish
Dairy Calf
Non Laying Chickens
Wean to Feeder
Dairy Heifer
Laying Chickens
Farrow to Finish
Milk Cow
Pullets
Feeder to Finish
Dry Cow
Turkeys
Farrow to Wean
Beef Stocker Calf
Turkey Pullet
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Wet Poultry
Gilts
Other
Non Laying Pullet
Other
Layers
Zip: 28328
Zip: 28301
OIC #: 1004379
Other Types
Horses - Horses
Horses - Other
Sheep- Sheep
Sheep - Other

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 Type
(Lagoon/Digester/
WSP)
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
FOl
Lagoon
1/1/1995
Full, clay
481,786.00
71,250.00
19.50
F02
Lagoon
1/1/1995
Full, clay
719,960.00
102,000.00
19.50
F03
Lagoon
1/1/1995
Full, clay
487,007.00
72,947.00
19.50
F04
Lagoon
1/1/1995
Full, clay
707,226,00
98,000.00
19.50
FDTW
Lagoon
1/1/1995
Full, clay
190,106.00
32,609.00
19.50
FNO1
Lagoon
1/1/1995
Full, clay
115,288.00
21,060.00
19.50
FN02
Lagoon
1/1/1995
Full, clay
118,113.00
22,000.00
19.50
Pew
1
FAflPfff
ft
1
0
a
n
4 51.00
1
2
0
1
2
2
2
Inn
911
9
.00
S
9.
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.)
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
£ 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. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6131 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.)
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 jc,�orporation): �/
Name (Print): �✓� Title: %tsk&o' , � (/ l'" �v ���
Signature: Date: rZ 23 Z o 2y
Name (Print):
Signature: _
Title:
Date:
Name (Print): Title:
Signature: 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

Murphy -Brown, LLC
Grower(s):
Farm Name:
10/8/2018
NUTRIENT UTILIZATION PLAN
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Wean to Finish
Feeder to Finish
Gilts
Storage Structure:
Storage Period:
Application Method:
2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
Bull Creek Farms, LLC
Bull Creek Farms, LLC: AWS090173
Bladen
4400
11000
Anaerobic 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.
III

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
allow additional waste to be applied, provisions shall be made for
for this type of facility. In some cases you may want to have plant analysis made, which could
be flexible so as to accommodate changing waste analysis content the area receiving waste toand 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, W, tons, etc.):
J Farrow to Wean
Farrow to Feeder
3203 gaVyr
V�galryr
f
!I
Farrow to Finish
3881 gaVyr
10478 gaVyr
galryr
I
4400 Wean to Feeder
Wean to Finish
191 gaVyr
galryr
840,400 galryr
11000 Feeder to Finish
776 gaVyr
927 gaVyr
galryr
10.197,000 galryr
Gilts
Boars
1015 gaVyr
galryr
2959 oallvr
_
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (lbs):
Farrow to Wean
3.84 Ibs/yr �lbstyr
Farrow to Feeder
Farrow to Finish
6.95 Ibs/yr
Ibs/yr
Wean to Feeder
18.86 Ibs/yr
0.34 Ibs/ r
y
Ibst r
y
1,498 Ibs/yr
Wean to Finish
Feeder to Finish
1.4 Ibs/yr
Ibs/yr
Gib
1.57 Ibs/yr
18,370 lb,
Boars
1-63lbs/yr
I r
5.33 lbs/vr
l�,
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 utiiize in the normal growing season.
Total Irrigated Acreage: 109.94
Total N Required 1st Year. 28330.27
Total N Required 2nd Year: 0.00
Average Annual Nitrogen Requirement of Crops: 28,330.27
Total Nitrogen Produced by Farm: 19,866.00
Nitrogen Balance for crops: (8,464.27)
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.
2ofII

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 benmuda), 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
April or May). Shading may result if small grain gets too high and this
height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care
i.e.
should be exercised not to let small grain reach maturity, especially late in the season (
With stand of bermudagrass. This loss of stand will result in reduced yiwill definitely interfere
elds and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier, You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting, Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code Crop
A
Barley
B
Grazed Hybrid Bermudagrass
C
Hybrid Bermudagrass Hay
BIC
Comb. Hybrid Bermudagrass
D
Corn - Grain
E
Com - Silage
Cotton
Grazed Fescue
i
Fescue Hay
'
Oats
J
Rye
K
Grazed Overseed
L
Overseed Hay
M
Grain Sorghum
N
Wheat
0
Soybean
P
Pine Trees
S
Small Grain
CC
Cover Crop
Description -Harvested As
Grain Crop
Pasture/Grazed
Hay
Graze/Hay Combination
Grain Crop
Silage
Cotton Lint
Pasture/Grazed
Hay
Grain Crop
Grain Crop
Pasture/Grazed (Seeded in Bermudagrass)
Hay (Seeded in Bermudagrass)
Grain Crop
Grain Crop
Grain Crop
Pine Trees
Grain Crop/ Hay (After Grain Crop)
Not Harvested; Bumed/Disked In
Acres shown in the preceding table are considered to be the usable acres excIuding
required buffers, fitter 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
Farrow to Wean
0,8
Farrow to Feeder
0.98
Farrow to Finish
3.9
4400 Wean to Feeder
0.07 308
Wean to Finish
0.27
11000 Feeder to Finish
0.34 3740
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 4048 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 20240 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 67 acreas of land. If you apply the sludge
to oom at a rate of 125 pounds per acre, you will need 161.92 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.
Tract
Soil
li drant Type_
Cro
Application Rate
in/hr
Application Amount
Fox Fire
1
WgB
C
'inches
Fox Fire
2
WgB
BIC
0.75
0.75
1
Fox Fire
3A
WgB
B/C
0.75
1
1
Fox Fire
38
WgB
B/C
0.75
1
Fox Fire
4A
WgB
B/C
0.75
1
Fox Fire
4B
WgB
B/C
0.75
1
Fox Fire
SA
WgB
B/C
0.75
1
Fox Fire
5B
WgB
B/C
0.75
1
Fox Fire
6
WgB
BIC
0.75
1
Fox Fire
7
LaB
BIC
0.75
1
Fox Fire
B
LaB
B/C
0.75
1
Fox Fire
9
LaB
B/C
0.76
1
Fox Fire
10
LaB
B/C
0.75
1
Fox Fire
11
Ce
B/C
0.76
1
Fox Fire
12
Ce
B/C
0.75
1
Fox Fire
13A
Ce
B/C
0.75
1
Fox Fire
13B
Ce
a/c
0.75
Fox Fire
14
Ce
BIC
0.75
1
Fox Fire
15
Ce
B/C
0.75
Fox Fire
16
WgB
B/C
0.75
1
Fox Fire
17
WgB
BIC
0.75
Fox Fire
18
WgB
B/C
0.75
1
Fox Fire
19
WgB
BIC
0.75
1
Fox Fire
20
Ce
C
0.75
1
Fox Fire
21
Ce
C
0.75
1
Fox Fire
22
BuA
C
0.6
1
Fox Fire
23
BuA
C
0.6
1
Fox Fire
24A
BLA
C
0.6
1
Fox Fire
24B
BuA
C
0.6
1
Fox Fire
25
WgB
B/C
0.75
1
Fox Fire
Sub 1
WgB
C
0.75
1
Fox Fire
Sub 2
WgB
B/C
0.75
Fox Fire
Sub 3
WgB
BIC
0.75
1
Fox Fire
Sub 4
Ce
B/C
0.75
1
Fox Fire
Sub 4A
LaB
BIC
0.75
1
Fox Fire
Sub 5
BuA
C
01
1
Fox Fire
Sub 6
Ce
C
0.75
1
n above may be applie
:ations made during the
otal of 25 Ibs./ac PAN 1
p Management Practic,
for more detailed info
6ofII

Additional Comments:
This Plan revised to show a c than a for fields 2, 3, 4 & 4A from bermuda
razed to bermuda ha raze combination and fields 1, 5 & 6 from bermuda__
razed to bermuda hay. Also, the overseed rate for fields 2, 31 4 & 4A than ed
from 50 lbs. PAN/an to 75 lbs. PANlac and will be a lied to in accordance
with the note on e 3 a and the attached memo "U dated Cro Mana ement
Practices for Bermuda Winter Overseed".
The overseed for fields 1, 5 & 6 will remain at the current 50 lbs. PAN/ac with
an 2PPlication window of S t-A riL
Pulls 7-10 and subfield 4A are leased land. Waste utilization agreement is
attached.
7 of 11

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm:
Owner;
Manager:
Owner/Manager Agreement:
Bull Creek Farms, LLC; AWS090173
Bull Creek Farms, LLC
I/we understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. I/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWR before the new
animals are stocked.
I/we understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan, This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWR upon request.
Name of Facility Ownfr
Signature:
Name of Manager (if different
Signature:
Creek Farms, LLC
owner):
-° w , $
Date
Name of Technical Specialist: M. Kevin Weston
Affiliation: Smithfield Hog Production Division
Address: 2822 H 24 West, PO Drawer 856
Warsaw NC 28398
Telephone: [phone]
Signature;
8of11
Date
zoi �

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

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
Animal waste shall be applied on actively growing crops in such a manner that the crop is not
covered with waste to a depth that would inhibit growth. The potential for salt damage from
animal waste should also be considered.
10 Nutrients from waste shall not be applied in fall or winter for spring planted crops on soils with a
minimum and a suitable winter cover crop planted to take up releasehigh potential for leaching. Waste/nutrient loading rates on these sd nutrients. Waste shall
oils should be held to a
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
have been approved as a land application site by a "technical specialist or by over -spraying. Animal waste may be applied to prior converted cropland provided ". Animal waste shall not
the fields
be applied on grassed waterways that discharge directly into water courses, and l other grassed
from the site.
waterways, waste shall be applied at agronomic rates In a manner that causes no runoff or drift
16 Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall not be
discharged into the animal waste management system.

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
17 A protective cover of appropriate vegetation will be established on all disturbed areas (lagoon
o protect the
structures should be inspected regularly for evidence of erosion, leakage, or discha
vegetation. Vegetation such as trees, shrubs, and other woody species, etc., are limi
embankments, berms, pipe runs, etc.). Areas shall be fenced, as necessary, tted to areas
where considered appropriate. Lagoon areas should be kept mowed and accessible. Berms and
rge.
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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Animal Waste Utilization Agreement
Bull Creek Farms LLC
I, Smithfield Hoe Production, hereby give Bull Creek Farms LLC
pennission to apply animal %vaste from the waste utilization system on
24 acres of my land for the duration of time specified below.
This agreement includes permission for grazing cattle on the 24 acres at a cost of
S600.00/year due on January I of each year for the term of this agreement
I understand that this waste contains nitrogen, phosphorous, and other trace
elements and when properly applied should not harm my land or crops. I also
understand that the use of waste will reduce my overall needs for commercial
fertilizer, and that Nitrogen limitations exist based on individual farm Waste
Utilization Plans. After the completion of animal waste application, Bull Creek
Farms LLC shall provide Smithfield Hog Production with a Nitrogen total of
animal Waste derived nutrients vs. remaining nutrients allowed in the Waste
Utilization Plan.
This lease will stand year over year after the end of the lease agreement, unless
Smithfield lIPD provides written notification no later than 90 days from
termination date.
Landowner:,
Smithfield Hog Pro tion
Date: 0 U05/2018
Technical Representative—
Dace: -
Term of Agreement 01/01 /201 t to 12/311Z021

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

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9'-' / 93
EMERGENCY ACTION PLAN
PHONE NUMBERS
DWQ 910 - 4�33-33yc�
EMERGENCY MANAGEMENT SYSTEM
SWCD 9/0-,Py'7-3y"
MRCS m-y9- 3'fs
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 flows 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 caused 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 no siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
1 ` December 18, 1996

e. Repair all leaks prior to restarting pumps.
E: Leakaae from base or sidewall of lagoon. Often this is seepage as opposed to
flowing leaks- possible action:
a. Dig a small sump or ditch away 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 lagoon
bottom as soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what Auration?
c. Any damage noted, 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 of the property)?
h. How much reached surface waters?
3: Contact appropriate agencies.
a. During normal business hours, call your DWQ (Division of Water Quality)
regional office; Phone - - After hours, emergency number: 919-733-3942.
Your phone call should include: your name, facility, telephone number, the details
of the incident from item 2 above, the exact location of the facility, the location or
direction of movement of the spill, weather and wind conditions. The corrective
measures that have been under taken, and the seriousness of the situation.
b. If spill leaves property or enters surface waters, call local EMS Phone number -
c. Instruct EMS to contact local Health Department.
d. Contact CES, phone number - - , local SWCD office phone number -- -
and 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 that person to contact the proper agencies for you.
5: Contact the contractor of your choice to begin repair of problem to minimize off -site
damage.
dh
a. - Contractors Name: rn -
b. Contractors Address:
C. Contractors Phone:
) `??.
WaterQuali'ty
2 December 18, 1996

6: Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name:r ��� L•��/�'•-s
b. Phone: • �/
7: Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste management plan to
keep problems with release of wastes from happening again.
3 December 18, 1996

�1- 02
Version —November 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary
Secondary
Routine Mortality
a
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at 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.
ORendering at a rendering plant licensed under G.S. 106-168.7.
aComplete 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.
Q 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).
Q 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.
o IM CVav raor Y-f U
Sig ature of Farm OTf/{fwner/MaJnnagg/Ier
Signature of Technical Specialist
/-7/1
Date
Date

grower: Fox Hire i in r71
�r Address: PO Box 856
Warsaw, NC 28398
County: Bladen
FARM INFORMATION
Nursery:
Wean to Finish:
Finishing:
Farrow to weanling:
Farrow to feeder:
Farrow to finish:
Boars:
Storage Period:
25 Yr. / 24 Hr Storm Event
"Heavy Rain" Factor
Rainfall in Excess of Evaporation
Additional Water Usage:
Additional Drainage Area:
Checked By: DSE
Date:
Sheet 1 of 7
LA OON INFORM TION
Is Lagoon Designed as an Irregular Shape?
(Y/N)------- __--
Does Operator Want Emergency Spillway?
Y/N
( )
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 =
Temporary =
_ Permanent =
Total Volume =
44531 (Cu.Ft.)
114092 (Cu.Ft.)
_ 297000 (Cu.Ft.) _
455,623 (Cu.Ft.)
Depth
9.70 Ft.
20.04 In.
44.4 In.
DESIGN VOLUMES
44,885
(Cu.Ft.)
127,712
(Cu.Ft.)
_ 309,189
(Cu.Ft.)
481,786
{Cu.Ft,)
1/2 Treatment Volume = 148,500 (Cu,Ft,)
1/2 Treatment Volume Elevation = 99.96 Ft.
90 Temporary Storage Volume Elevation �� 103.42 Ft.
Min. Required Liner Thickness
Lagoon Surface Area: (Inside TOD)
Murphy -Brown, LLC Engineering
P.O. Box 656 , Warsaw, NC 28398
�-'/73
12/22/08
0
0
2200 Hd.
0
a
0
0
180 Days
7.5 In.
7.0 in.
0
0
N
N
Y
N
1.0 Ft.
3 :1 (H:V)
285.0 Ft.
250.0 Ft.
106.30 Ft.
96.60 Ft.
104.63 Ft.
102.60 Ft.
% REQ'D,
100.80%
111.94%
104.10%
16-5 74%
76.12 In.
34.53 In.
1.5 Ft.
71,250 S.F.
[phone]

vrower: ox 7 ire m
Address: PO Box 856
Warsaw, NC 28398
County: Sladen
Checked By: DSE
Date: 12/22/08
Sheet 2 of 7
BASE VOLUME:
ACTUAL DESIGN VOLUME CALCULATIONS
Cu. Ft.
LAGOON STAGE -AREA VOLUMES
Elevation (FT 1
96.fi0
Contour
Area SF
Incr. Val. Cu. FT
Cum A. Vol. Cu. FT
43,500
97.00
98.00
44,511
47,087
17,602
0
17,402
99.00
49,735
45,799
48,411
63,01
100.00
101.00
52,456
51, 096
111,812
162,908
102.00
55,248
58,113
53,852
56,680
216,760
103.00
104.
61,049
59,581
273,440
333,021
105.00
64,057
67,138
62,553
395,574
10.00
70,290
65,598
68,714
461,172
106.30
71,250
21,231
529,886
551,117
These vol--------------------
umes were calculated using the vertical average end area method.
TOTAL READ VOL
455,623 CIF
CUMULATIVE
VOL.
_
ZONE
VOL*44,885
74%
105'
END PUMP - _ - =
START PUMP = _ :
102.60 FT
104.63 FT
309,189 CF
_
TR'MT
309,189
110%
MAX STORAGE =
i05.30 FT
436,901 CF
43 86 CF
TEMP
STOR
127,712
111,94%
100.80
Murphy -grown, LLC Engineering P-Q. Box 656,Warsaw, NC 28398
f910J 293-3434

vivwer: t=ox Fire Fin #1
Address: PO Box 856 Designed y:
Checked Sy:
Warsaw, NC 28398
DSEy: p$E
County: Bleden Date:
12/22/08
Sheet 4 of 7
Tem ora Stora a Volume: Cont.
Rainfall in Excess of Evaporation:
Vol,=(Lagoon Surface Area + Additional Drainage Area)Rainfall 112in./ft
Vol.= (71250 sq.ft. + 0 sq.ft.) ` 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)=
41,563
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr./24Hr. Storm(in) / 120./ft.
Vol.= (71250 sq.ft + 0 sq.ft,) * 7.5 In. /12 in./ft.
Total Required Volume for 25Yr./24Hr. Storm Event (cu.ft)=
44,531
"Heavy Rain" Storage:
Vol,=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (71250 sq.ft + 0 sq.ft.) * 0.0 in. /12 in./ft.
Total Required volume for "Heavy Rain" (cu.ft.) =
(for Extended Periods of Chronic Rainfall)
0
Additional Water Storage:
No Additional Water Storage is Required
Q
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 = 455623 (CU.FT.)
44,531 (CU.FT)
114,092 (CU.FT)
297,000 (CU.FT)
P.O. Box 856, Warsaw NC 283, (9110)

Grower: Fox Fire Fin #1 Designed By: KBW
Address: PO Box 856 Checked By: USE
Warsaw, NO 26398 Date: 12122/08
County: Bladen Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation ---------------- --
106.30
FT.
Emergency Spillway Crest Elevation -------------------
Not Al Applicable
Top of 25Yr. / 24Hr. Storm Storage -------------------
105.30
FT.
Top of "Heavy Rain" Storage -------------------
Not
Applicable
Start Pump Elevation -------------------
104.63
FT.
End Pump Elevation ----------- -------
102,60
FT.
Top of Sludge Storage -------------------
Not
Applicable
Seasonal High Watertable Elev.------------------
0.00
Finished Bottom Elevation --•---------------- —
96.60
FT.
Inside Top Length -------------- ----
285.00
FT.
Inside Top Width ---------- --------
250.00
FT,
Side Slopes ------------ ------
3:1
H:V
Lagoon Surface Area -•-----------------
71,250
SF
Min. Liner Thickness (if required) -------------------
1,5
FT,
Freeboard Depth -------------------
1.00
FT.
Temporary Storage Period -------------------
180
Days
Zone Depths:
TOTAL DESIGN VOLUME = 481786 (CU.FT.)
Treatment ! Sludge Storage Zone Depth ---••------- 6.0 FT.
Temporary Storage Zone Depth -•----••• 2.0 FT.
Freeboard / Storm Storage Zone Depth ----------•• 1.7 FT
Total Lagoon Depth ------ 9.7 FT
LL C Engineering P O- Box 856, Warsaw NC 28398 (910)

Urower: i-ox Eire Fin 42
Address: PO Box 856
Warsaw, NC 28398
County: Bladen
-F-/73
Design- y: r , ; It
Checked By: DSE
Date: 12/22/08
Sheet 1 of 7
FARM INFORMATION
arm Population:
Nursery: ---------••---------
Wean to Finish: ___________________
Finishing: ___-------.._-_--_--
Farrow to weanling:-------_------..-----_
Farrow to feeder: --- -----------------
Farrow to finish: -••----- •---_-..----_
Boars: ------•--------------
Storage Period: ----------------_-_
25 Yr.124 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 Sh
Does Operator Want Emergency Spill
Was This Design Built Prior to Sept. 1
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 RE �C UIRED VOL
w
ape? (YIN)
ay? (YIN)
996? (YIN)
(YIN)
Depth
------ 9.70 Ft,
20.00 In.
43.20 1n.
Storm Stor = 63750 (Cu.Ft.)
Temporary = 168294 (Cu.Ft.)
Permanent _445600 (Cu.Ft.)
Total Volume = 677,644 (Cu.Ft.)
112 Treatment Volume =
112 Treatment Volume Elevation =
90 Temporary Storage Volume Elevation =
Min. Required Liner Thickness -----...
Lagoon Surface Area: (inside TOD)-------------
Murphy -Brown, LLC Engineering
me
N
N
Y
N
0
3300 Hd.
0
0
0
0
180 Days
7.5 In.
7.0 In.
0
0
1.0 Ft.
3 :1 (H:V)
3150.0 Ft.
: „0.,0 Ft.
i.: .I Ft.
9 ,. 50 Ft.
Ft.
105 30 Ft.
DESIGN VOLUMES % REQ'D.
64,506 (Cu.Ft.) 101.19%
178,168 (Cu.Ft.) 105.67%
477,286 (Cu.Ft.) _ 107.13%
719,960 (Cu.Ft.) 106.26%
222,750 (Cu.Ft.)
102.95 Ft. 74.971n.
106.32 Ft, 34.52In.
A.O. Box 958, Warsaw, NC 28208
1.5 Ft.
102,000 S.F.
[phone] '
A.O. Box 958, Warsaw, NC 28208
1.5 Ft.
102,000 S.F.
[phone] '

grower; I-ox Fire Fin #2
Designed By: KBW
Address: PO Box 856
Checked By: DSE
Warsaw, NC 28398
Date: 12/22/08
Count : Bladen
Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: I
Cu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.) Area SF
Incr. Vol. lCu, FT?
Cumul. Vol. &u. FT)
99.50 68,139
0
100.00 69,719
34,465
34,465
101.00 72,933
71,326
105,790
102.00 76,218
74,575
180,366
103.00 79,576
77,897
258,263
104.00 83,005
81,291
339,554
105.00 86,507
84,756
424,310
106.00 90,081
88,294
512,604
107.00 93,726
91,903
604,507
108.00 97,444
95,585
700,092
109.00 101,233
99,339
799,431
109.20 102,000
20,323
819,754
TOTAL READ VOL
677,544
CF
CUMULATIVE VOL.
ZONE VOL,
106.26%
END PUMP = = _ =
105.60
FT
477,2$6 CF TR'MT
477,286
107.13%
START PUMP = =:
107.53
FT
655,454 CF TEMP
178,168
105.87%
MAX STORAGE =
108.20
FT
719,960 CF STORM
64,506
101.19%
These volumes were calculated using the vertical average end area method.
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw, NG 28398 [phone]

Grower: Fox Fire Fin #2 Designed By: KBW
Address: PO Box 856 Checked By: OSE
Warsaw, NC 28398 Date: 12/22/08
County: Bladen Sheet 3 of 7
MINIMUM REQUIRED, VOLUME_ CALCULATIONS
Permanent Storage.
Required Treatment Volume:
ntmal Ty apacity AL cu.ftllh = ota
Nursery
0
30
1.00
0
Wean to Finish
0
115
1.00
0
Finishing
3.300
135
1.00
445,500
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
Soars
0
400
1 1.00
0
Total Required Treatment Volume (cu. ft.)= 445,500
Sludge Storage Volume:
rnma ype Capacity ALW cu.tt./lb) = Total
Nursery
0
30
0.00
0
Wean to Finish
0
115
0.00
0
Finishing
3,300
135
0.00
0
Farrow to weanling
0
433
0.00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
0
0
1,417
400
0.00
0.000
0
0
Boars
Total Required Sludge Storage Volume (cu. ft.)=
Temporary Storage Volume.
Manure Production:
0
Animal Type Capacity ` Sto. Period d.(day) = Total
Nursery 1 0
180
0.30
0
Wean to Finish 0
Finishing 3,300
180
180
_
1.17
1.37
0
�v 813,780
Farrow to weanling
0
180
4.39
_ 0
Farrow to feeder
0
180
5.30
0
Farrow to finish
0
180
14.38
_ 0_
�0
_
Boars
0
180
4.06
Total Manure Production (gals.)=
Total Manure Production (cu.ft.)=
Excess Fresh Water:
813,750
108,794
,Animal Type Capacity Sto. Period J./day) = Total
Nursery
0
180
0.00
0
Wean to Finish
0
180
0.00
0
Finishing
3,300
180
0100
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
0.00
0 L
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=
Murphy -Brown, LLC Engineering P.Q. Box 856, Warsaw NC 28:
u
0

Grower: Fox Fire Fin #2 Designed By: KBVI/
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/22/08
County: Bladen Sheet 4 of 7
Temporary Stor a Volume: Cont.
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft
Vol.= (102000 sq.ft. + 0 sq.ft.) * 7 in. /12 indit.
Total Required Volume for Rainfall In Excess of Evap. (cu.ft.)= 59,500
Storm Storage:
Vol.=(Lagoon Surf. Area + Addd Drainage Area) * 25Yr./24Hr. Storm(in) / 12in./ft.
VOt.= (102000 sq.ft + 0 sq.ft.) " 7.5 in. /12 indit.
Total Required Volume for 25Yr./24Hr. Storm Event (cu.ft)= 63,750
"Heavy Rain" Storage:
Val.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (102000 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')= 63,750 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) = 168,294 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 445,600 (CU.FT)
TOTAL REQUIRED VOLUME = 677544 (CU.FT.)
28398 (9 r 0) 293-3434

Grower: Fox Fire Fin #2 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12122/08
County: Bladen Sheet 5 of 7
LAGOON DESIGN ,SUMMARY
Top of Dike Elevation -------------------
109.20
FT.
Emergency Spillway Crest Elevation — - ------------
Not Al Applicable
Top of 25Yr. / 24Hr. Storm Storage -------------------
108.20
FT.
Top of "Heavy Rain" Storage ----------------
Not
Applicable
Start Pump Elevation -------------------
107.53
FT.
End Pump Elevation ----------•--- --
105.80
FT.
Top of Sludge Storage -------------------
Not
Applicable
Seasonal High Watertable Elev.-------------------
0.00
Finished Bottom Elevation -----------------
99.50
FT.
Inside Top Length -----
300.00
FT.
Inside Top Width -------------------
340.00
FT.
Side Slopes -- -------- -------
3:1
H:V
Lagoon Surface Area -------- ----------
102,000
SF
Min. Liner Thickness (if required) -------------------
1.5
FT.
Freeboard Depth -----------------
1.00
FT.
Temporary Storage Period -------------------
180
Days
TOTAL DESIGN VOLUME = 719960 (CU.FT.)
Zone Depths:
Treatment / Sludge Storage Zone Depth ----------- 6.1 rT.
Temporary Storage Zone Depth ----------- 1.9 FT.
Freeboard / Storm Storage Zone Depth ---- ------ _ _ 1.7 FT.
Total Lagoon Depth 9.7 FT
P.O. Box 856, Warsaw NC 28396 {gi

urower., FOX Fire Fin #3
Address: PO Box 856
Warsaw, NC 28398
County: Bladen
FARM INFORMATION
Nursery:
Wean to Finish:
Finishing:
Farrow to weanling:
Farrow to feeder:
Farrow to finish:
Boars:
Storage Period:
25 Yr. / 24 Hr Storm Event
"Heavy Rain" Factor
Rainfall in Excess of Evaporation
Additional Water Usage:
Additional Drainage Area:
Deslgnet y:T,R-W-
Checked By: DSO=
Date:
Sheet 1 of 7
Farm Poo lat'on:
LAGOON FORMATION
Is Lagoon Designed as an Irregular Shape? (Y/N)
Does Operator Want Emergency Spillway? (Y/N)
Was This Design Built Prior to Sept. 1996? (Y/N)
Is Drain Tile Req'd to Lower SHWT? (Y/N)
Seasonal High Water Table Elev:-------------- .----
Freeboard: _...-------------
Emergency Spillway Flow Depth:
Side Slopes:
Top of Dike Elevation:
Finished Bottom Elevation:
Start Pump Elevation:
Stop Pump Elevation: - .----
LAGOON VOLUME REQUIRED VOL.
Storm Stor = 45592 (Cu.Ft.)
Temporary = 115082 (Cu.Ft.)
Permanent = 297000 (Cu.Ft,)
Total Volume457,674 (Cu,Ft.)
1/2 Treatment Volume =
1/2 Treatment Volume Elevation =
90 Temporary Storage Volume Elevation _
Min. Required Liner Thickness -- -------
Lagoon Surface Area: (inside TOD)------------
Depth
9.70 Ft.
20.16 In.
44.4 In.
DESIGN VOLUMES
46,393
(Cu.Ft.)
129,353
(Cu,Ft,)
311,261
(Cu.Ft,)
487,007
(Cu.Ft.)
148,500
(Cu.Ft.)
106.89
Ft.
110.33
Ft,
Murphy -Brown, LLC Engineering o O. Sox 856 ,Warsavi, NC 28398
q-q3
12/22/08
0
0
2200 Hd.
0
0
0
0
'180 Days
7.5 In.
7.0 In.
0
0
0.00
1.0 Ft.
3 :1 (H:V)
0.0
0.0
'1 13.20 Ft.
103.c50 Ft.
1 i 1.52 Ft.
109.60 Ft.
% REQ'D.
101.76%
112.40%
104.80%
106.41 %
75.73 In.
34.47 In.
1.5 Ft.
72,947 S.F.
[phone]

Grower: Fox Fire Fin
Address: PO Box 856
Warsaw, NC 28398
Countv: Bladen
Checked By: DSE
Date: 12/22/08
Sheet 2 of 7
ACTUAL DESIGN
VOLUME CALCULATIONS
BASE VOLUME:
Cu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT. i
Area SF Incr, Vol. (Cu. FT)
Cumul. Vol, (Cu. FT)
103.50
43,270
0
104.00
44,625
21,974
21,974
105.00
47,396
46,011
67,984
106.00
50,242
48,819
116,803
107.00
53,163
51,703
168,506
108.00
56,158
54,661
223,166
109.00
59,229
57,694
280,860
110.00
62,375
60,802
341,662
111.00
65,596
63,986
405,647
112.00
68,892
67,244
472,891
113.00
72,264
70,578
543,469
113.20
72,947
14,521
557,990
These volumes were calculated using the vertical average end area method
TOTAL REQD VOL
457,674
CF
CUMULATIVE
VOL.
ZONE VOL.
106.41%
END PUMP = = = =
109.50
FT
311,261 CF
TR'MT
311,261
104.80%
START PUMP = = :
111.52
FT
440,614 CF
TEMP
129,353
112.40%
MAX STORAGE =
112.20
FT
487,007 CF
STORM
46,393
101.76%
Murphy -brown, UC Engineering A,a. aox 856, Warsaw, NC 28398 [phone]

Grower: Fox Fire Fin #3 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NG 28398 Date: 12122/08
County: Bladen Sheet 3 of 7
MINIMUM RE UIRED VOLUME CALCULATIONS
Permanent Sto
Required Treatment Volume:
jAnimal I ype Capacity ALW - (cu, t./lb) Total
Nursery
0
30
1.00
0
Wean to Finish
0
2,200
115
135
1.00
1.00
0
297,D00
Finishing
Farrow to weanling
0
433
1.00
0
Farrow to feeder
0
522
1.00
0
Farrow to finish
0
1,417
1.00
0
Boars
0
400
1.00
0
Total rtequirea Treatment Volume (cu. ft.)= 297,000
Sludge Storage Volume:
Animal ype Capacity (cu. tllb) = Total
Nursery
0
30
0.00
0
Wean to Finish
0
115
0.00
0
Finishing
2,200
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
4001
0.00
0.000
0
0
Boars
_
0
Total Required Sludge Storage Volume (cu. ft.)=
Tem2orary Storage Volume;
Manure Production:
0
Animal aCapacity Sto. Period ,/day) = Total
Nursery
0
180
0.30
0
Wean to Finish
0
180
1.17
0
_
Finishinq
2,200
180
1.37
542,620
Farrow to weanling
0
180
4.39
0
_
Farrow to feeder
0
0
180
5.30
0
Farrow to finish
180
14.38
0
0
Boars
0
180
_
4,D 0
Total Manure Production (gals.)=
Total Manure Production (tuft.)=
Excess Fresh Water.-
542, 520
72,529
Animal Type Capacity to. Period d./day) = Total
Nursery
0
180
OAO
0
Wean to Finish
0
180
0.00
0
_
Finishing
2,200
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
0
Boars
0
180
0.00
Total Fresh Water Excess (gals,)=
Total Fresh Water Excess (cu.ft.)=
w
0
0

grower: Fox Fire Fin #3 Designed By,
KBW
Address: PO Box 856 Checked By:
DSE
Warsaw, NC 28398 Date:
Couniy: Bladen
12/22/D8
Sheet 4 of 7
Temporary Storage Volume' (Contj
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) 'Rainfall / 1'in./ft
Vol.= (72947 sq.ft. + 0 sq.ft.) ' 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)=
42,552
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area)' 25Yr./24Hr. Storm(in) / 12in,lft.
Vol.= (72947 sq.ft + 0 sq.ft.) " 7.5In. /12 in./ft.
Total Required Volume for 25Yr./24Hr. Storm Event (cu.ft)=
45,592
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area)' "Heavy Rain" Factor (in) / 12in./ft.
Vol,= (72947 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')= 45,592 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) = 115,082 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 297,000 (CU.FT)
TOTAL REQUIRED VOLUME = 457674 (CU.FT.)
Wn.

-- I Address:
rox t-ire Fin o3 Designed By: KBW
PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/22/08
Sladen Sheet 5 of 7
GOON DESIGN SUMMARY
Top of Dike Elevation-------------T.--
113.20
FT.
Emergency Spillway Crest Elevation -------------------
Not Al Applicable
Top of 25Yr. / 24Hr. Storm Storage -------------------
112.20
FT.
Top of "Heavy Rain" Storage -------------------
Not
Applicable
Start Pump Elevation ------------------
111.52
FT.
End Pump Elevation -------------------
109.50
FT.
Top of Sludge Storage -------------------
Not
Applicable
Seasonal High Watertable Elev.-------------------
0.00
Finished Bottom Elevation -------------------
103.50
FT.
Inside Top Length _--_-------------
Not
Applicable
Inside Top Width -------------------
Not
Applicable
Side Slopes -------------------
3:1
H:V
Lagoon Surface Area — -----------------
72,947
SF
Min. Liner Thickness (if required) -------------------
1.6
FT.
Freeboard Depth -------------------
1.00
FT.
Temporary Storage Period ------ -------------
180
Days
TOTAL DESIGN VOLUME = 487007 (CU.FT.)
Zone Depths.
Treatment / Sludge Storage Zone Depth -----------
6.0
FT.
Temporary Storage Zone Depth --------•
2.0
FT
Freeboard / Storm Storage Zone Depth -----------
1.7
FT.
Total Lagoon Depth ............
9.7
FT
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

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Grower: Fox Fire Fin #3 Designed By: KBW
Address: PO Box 856 Checked By: DSF
Warsaw, NC 28398 Date: 12122iO8
County: Bladen 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.
N Cq
NOTE: See attached Waste Utilization Plan _�� y. f
S��[ Y. q
DESIGNED:
DATE:
COMMENTS: The lagoon has been designed as an irregular shape.
This design is update of start and stop pump elevations and to show the 112
treatment volume level for sludge storage. This design ducts i tol superuede the
original certification of the farm.
Murohv-Brown. LLC Enoineerino PA
NC 28398
[phone]
A a a ff � 2019

0
rower:
FoWTgTfRi�
[=,�-- Address:
PO Box 856
County:
Warsaw, NC 28398
Bladen
FARM INFORMATION
Nursery:
Wean to Finish:
Finishing:
Farrow to weanling:
Farrow to feeder:
Farrow to finish:
Boars:
Storage Period:
25 Yr. / 24 Hr Storm Event
"Heavy Rain" Factor
Rainfall in Excess of Evaporation
Additional Water Usage:
Additional Drainage Area:
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape?
Does Operator Want
Y/N --
( )
Emergency Spillway?
Was This Design Built Prior
_
(Y/N)
to Sept. 1996?
Is Drain Tile Req'd to Lower SHWT?
(Y/N)----_____-__
Seasonal High Water Table Flev
(Y/N)--________-
Freeboard:
-
Emergenc S
-
-slgne gy. !fit Tr--t-_-
Checked By. DSE
Date: 12/22/08
- meet 1 of 7
y pillway Flow Depth:
Side Slopes:
Inside Top Length:
Inside Top Width:
Top of Dike Elevation:
Finished Bottom Elevation: Depth
Start Pump Elevation; ---- 10.00 Ft.
Stop Pump Elevation: 19.92 In.
45.6 1n.
LAGOON VOLUME REQUIRED VOL_
Storm Stor =
Temporary =
Permanent =
Total Volume =
1J2 Treatment Volume =
1/2 Treatment Volume Elevation
90 Temporary Storage Volume Elevation =
Min. Required Liner Thickness
Lagoon Surface Area: (Inside TOD)
DESIGN VOLUMES
61250 (Cu.Ft.)
165 (Cu.Ft.)
61,483
(Cu.Ft.)
4
_ — 45500 (CU.F1.)... __
672,711
188,474
_ 457,269
(Cu.Ft.)
(Cu.Ft.)
(Cu.Ft.)
707,226
222,750 (Cu.Ft.)
105,19 Ft.
108.90 Ft,
Murphy -Brawn, LLC En9ineerin9
P.O Box 856,Warsaw, NC _28398
N
Y
N,
0
0
3300 Hd.
0
0
0
0
180 Days
7.5 In.
7.0 In.
0
0
0.00
1.0 Ft.
3:1 (H:V)
350.0 Ft.
280.0 Ft.
71.30 Ft.
f04-90 Ft.
'I 10.1 1 Ft.
10,8.00 Ft.
_% REQ'D.
100.38 %
113.57%
-- 102.64%
105.13%
79.33 In.
34.83 In.
1.5 Ft.
98,000 S.F.
[phone]

vrower:
Address:
County:
Fox Fire Fin
PO Box 856
Warsaw, NC 28398
Bladen
Designed By: KPT
Checked By: DSE
Date: 12/22108
Sheet 2 of 7
ACTUAL
DESIGN VOLUME CALCULATIONS
BASE VOLUME:
�Cu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Elevation FTJ Area SF
Incr. Vol. (Cu. FT]
Cum ul.. Vol. Cu. FT
101.80
63,800
0
102.00
64,413
12,821
12,821
103.00
67,524
65,969
78,790
104.00
70,706
69,115
147,905
105.00
73,961
72,333
220,238
106.00
77,287
75,624
295,862
107.00
80,685
78,986
374,849
108.00
84,156
82,421
457,269
109.00
87,698
85,927
543,196
110.00
91,313
89,505
632,702
111.00
94,999
93,156
725,858
111.80
98,000
77.200
803,057
These volumes were calculated usinq the vertical averaqe end area method.
TOTAL READ VOL
672,711
CF
CUMULATIVE
VOL,
ZONE VOL.
105,13%
END PUMP = = = =
108.00
FT
457,269 CF
TR'MT
_ 4457,269
102.64%
START PUMP = =:
110.14
FT
645,743 CF
TEMP
188,474
113,57%
MAX STORAGE =;
110.80
FT
707,226 CF
STORM
61,483
100.38%
Murphy -Brown, LLC Engineering P.O. Sex 856, Warsaw, NC 28398 [phone]

Grower: Fox Fire Fin #4
Address: PO Box 856
Warsaw, NC 28398
County: Sladen
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage -
Required Treatment Volume:
Designed By: KBW
Checked By: DSE
Date: 12/22/08
Sheet 3 of 7
mmal ype Capacity AL+ cu.ft.Mb) _ data
Nursery
0
30
1.001
0
Wean to Finish
0
115W04
Finishing
3,300
136Farrow
to weanling
0
433Farrow
to feeder
0
522arrow
to finish
0
1,417Boars
0
400
j uta+ mequirea i reatmeni vowme (cu. tt.)= 445,500
Sludge Storage Volume:
1_nirnal Type v apaci y —A—LW cu.ft.Ab) = Total
Nursery
0
30
0.00
0
Wean to Finish
0
115
0.00
0
Finishing
3,300
135
0,00
0
Farrow to weanling
0
0
433
522
0.00
0.00
0
0
_ _
Farrow to feeder
Farrow to finish
0
0
1,417
400
0.00
0.000
0
0
Soars
i om mequirea atuage Storage volume (cu. tt.)=
TemporarV Storage Volume:
Manure Production:
0
Animal ype Sto. Period d7a ay) = Total
Nursery
0
180
0.30
0
Wean to Finish
0
3.300
180
180
1.17
1.37
0
813,780
Finishing
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
i otai manure vroauction (pats.)=
Total Manure Production (cu.ft.)=
Excess Fresh Water:
813,780
108,794
nimal Type Capacity' 8 to. eriod d.lda = Total
Nursery
0
180
0.00
0
Wean to Finish
0
180
0.00
0
Finishing
3,300
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.)=
Engineering P.O. Box 856, Warsaw NC
0
0

Grower; Fox Fire Fin #4 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/22/08
County: Bladen Sheet 4 of 7
Temoorary Storacip Volume: tContti
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area)' Rainfall / 12in./ft
Vol.= (98000 sq.ft. + 0 sq.ft.) * 7 in. 112 in./ft.
Total Required Volume for Rainfall In Excess of Evap. (cu.ft.)= 57,167
Storm Storage:
Vot.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (98000 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 25Yr./24Hr. Storm Event (cu.ft)= 61,250
"Heavy Rain" Storage:
Vol.=(Lagoon Surf, Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (98000 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. / 241-1r. Storm +'Heavy Rain')= 61,250 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) = 165,961 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 445,500 (CU.FT)
TOTAL REQUIRED VOLUME = 672711 (CU.FT.)
P O. Box 856, Warsaw NC

Address:
Coun
Fox Fire Fin #4 Designed By: KBW
PO Box 856 Checked By: DSE
Warsaw, NC 25398 Date: 12/22/08
Bladen Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation
---______-_-_____-
Emergency Spillway Crest Elevation ___----------------
111.80
FT.
Top of 25Yr. f 24Hr. Storm Storage ___________________
Not A{
Applicable
Top of "Heavy Rain" Storage ___________________
110.80
FT.
Start Pump Elevation --- -----
Not
Applicable
________--
End Pump Elevation --_
110.14
FT.
--- _----------
Top Of Sludge Storage --------------------
110.14
FT.
Seasonal High Watertable Elev. __________________
Not
Applicable
Finished Bottom Elevation ___________________
.0
Inside Top Length ___________________
10D0
101..80
FT. .
Inside Top Width
360.00 0
FT
-- -------- --------
Side Slopes ___________________
FT.
FT.
Lagoon Surface Area
3:1
RV
Min. Liner Thickness (if required) ___,.___---_.._.___
98,000
00
SF
SF
Freeboard Depth -------------------
Temporary Storage Period ------
11.5
.0
FT.
_------------
0
Days
TOTAL DESIGN VOLUME = 707226 (CU.FT.)
Zone Depths:
Treatment / Sludge Storage Zone Depth -----------
Temporary Storage Zone Depth
Freeboard / Storm Storage Zone Depth -----------
Total Lagoon Depth -_._ _ ____
6.2 FT.
2.1 FT.
1.7 FT.
10.0 FT.
P. O. Box 856, Warsaw NC 28398 (910)

Grower: Fox Fire Fin #4 Designed By: KBW
"o Address: PO Box 856 Checked By: DSE
County:
Warsaw, INC 28398 Date, 12122J08
ounty: Bladen 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.
% , ,
A CARO',,,
NOTE, - See attached Waste Utilization Plan Vjr,
Z
Z !�.A L
DESIGNED: Z :
02n-004 F
--
DAME:
COMMENTS:
This design is update of start and stop pump elevations and to show the 1/2
treatment volume level for SILI(IgO storage- This design toes not supewe(le the
original certification of the Farm.
Murphy -Brown, LLC Engineering P O. Box 856, Warsaw NC 26398 [phone]

Grower � x Fire Depot Designee By: I,B1 ^ ____ —'z --
�. Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/22/08
County: Bladen Sheet 1 of 7
FARM INFORMATION
Nursery:
Wean to Finish:
Finishing:
Farrow to weanling:
Farrow to feeder:
Farrow to finish:
Boars:
Storage Period:
25 Yr. / 24 Hr Storm Event
"Heavy Rain" Factor
Rainfall in Excess of Evaporation
Additional Water Usage:
Additional Drainage Area:
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:
Top of Dike Elevation:
Finished Bottom Elevation:
Start Pump Elevation:
Stop Pump Elevation:
LAGOON VOLUME REQUIRED VOL.
Storm Stor =
20381
(Cu,Ft.)
Temporary =
48693
(Cu.Ft.)
Permanent =
121500
(Cu.Ft.)
Total Volume =
190,574
(Cu.Ft.)
112 Treatment Volume =
1/2 Treatment Volume Elevation =
90 Temporary Storage Volume Elevation =
Min Re uired Liner Thi k
. q c Hess
Lagoon Surface Area: (Inside TOD)
it
Farm Population:
(Y/N)------------ Y
(YIN) ------------ ,1
(Y/N)------------ Y
(YIN) ------------ s`!
Depth
9.50 Ft.
20,16 In.
42 In.
DESIGN VOLUMES
20,394
(Cu.Ft.)
49,901
(Cu.Ft.)
_- 121,811
(Cu.Ft.)
192,106
(Cu.Ft.)�
60,750
(Cu.Ft.)
96.37
Ft.
99.61
Ft.
0
0
900 Hd.
0
0
0
0
180 Days
7.5 In.
7.0 In.
0
0
0.00
1.0 Ft.
3 :1 (H:V)
0.0
102.50 Ft.
93.00 Ft.
100. 32 Ft.
9P3.00 Ft.
% REQ'D.
100.06%
102.48 %
100.26 %
100.80%
73.58 In.
34.74 In.
1.5 Ft.
32,609 S.F.
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw. NC 28398 A [phone]

Grower: Fox Fire Depot
Address: PO Box 856
Warsaw, NG 28398
County: Bladen
Checked By: DSE
Date; 12/22/08
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)
93.00
15,433
0
94.00
16,950
16,192
16,192
95.00
18,538
17,744
33,936
96.00
20,194
19,366
53,302
97.00
21,917
21,066
74,357
98.00
23,710
22,814
97,171
99.00
25,570
24,640
121,811
100.00
27,497
26,534
148,344
101.00
29,498
28,498
176,842
102.00
31,558
30,528
207,370
102.50
32,609
16,042
223,411
These volumes were calculated using the vertical average end area method
TOTAL READ VOL
190,574
CF
CUMULATIVE
VOL.
ZONE VOL.
100.80%
END PUMP = = = =
99.00
FT
121,811 CF
TR'MT
121,811
100,26%
START PUMP = _ :
100.82
FT
171:712 CF
TEMP
49,901
102.48%
MAX STORAGE =
101.50
FT
192,106 CF
STORM
20,394
100.06%
Murphy -Brown, LLC Engineerng P.O. Box 856, Warsaw. NC 26398 [phone]

Grower: Fox Fire Depot
Address: PO Box 856
Warsaw, NC 28398
Countv: Bladen
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
Checked By: DSE
Date: 12/22/08
Sheet 3 of 7
pima pe Capacity ALW cu.ft./lb) = Towi
Nu rsery
0
30
1.00
0
Wean to Finish
0
115
1.00
0
Finishing
900
135
1.00
121,500
Farrow to wean ling_
0
0
433
522
1,00
1.00
0
0
Farrow to feeder
Farrow to finish
0
1,417
1.00
0
Boars
0
400
1.00
0
Total Required Treatment Volume (cu. ft.)= 121,500
Sludge Storage Volume:
nlma ype Capacity ALW cu.ft./lb) = Total
Nursery
0
30
0.00
0
Wean to Finish
0
115
0.00
0
Finishing
900
135
0.00
0
Farrow to_weanling
0
0
433
0.00
0
_ 0
Farrow to feeder
522
0.00
Farrow to finish
0!
1,417
0.00
0
0
Boars
Y 400
0.000
Total Required Sludge Storage Volume (cu. ft.)=
Temporary Storage Volume:
Manure Production:
a
Animal Type CapacitySto. Periodd, ay) = Total
Nursery
0
180
_ 0.30
0
_ _ 0
Wean to Finish
0
180
1.17
Finishing
900
180
1.37
221,940
Farrow to weanlinq
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
_ OYj
Total manure Production igais.)=
Total Manure Production (cu.ft.)=
Excess Fresh Water:
/n ,,44U
29,671
Animal Type Capacity' Sto. Periodd.lday) = Total
Nursery
0
180
0.00
0
Wean to Finish
0
180
0.00
0
Finishinq
900
180
0.00
0
Farrow to weanling
0
180
0.00
0
Farrow to feeder
0
180
0.00
0 ;
0
Farrow to finish
0
180
0,00
Boars
0
1801
0,00
0
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398
U
a
n

Grower: Fax Fire Depot Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/22/08
County: Bladen Sheet 4 of 7
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) " Rainfall / 12in./ft
Val,= (32609 sq.ft. + 0 sq.ft.) ` 7 in. J12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 19,022
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) " 25Yr./24Hr. Storm(in)112in.Jft.
Vol.= (32609 sq.ft + 0 sq.ft.) ' T5 in, 112 in,/ft.
Total Required Volume for 25Yr.1241-1r. Storm Event (cu.ft)= 20,381
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt't Drainage Area) ° "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (32609 sq.ft + 0 sq.ft.) " 0.0 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu_ft.) = p
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
0 0
Total Required Storm Storage
(25Yr. 124Hr. Storm +'Heavy Rain')= 20,381 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr, Water + Rainfall Excess + Additional Water Storage) = 48,693 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 121,500 (CU.FT)
TOTAL REQUIRED VOLUME = 190574 (CU.1i
[phone]

Grower; Fox Fire Depot Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/22/08
County: Bladen Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation --- ------------ ---
102.50
FT.
Emergency Spillway Crest Elevation -------------------
Not Al
Applicable
Top of 25Yr. / 24Hr, Storm Storage -- ----------------
101.50
FT.
Top of "Heavy Rain" Storage ----- ------------
Not
Applicable
Start Pump Elevation -------------------
100-82
FT.
End Pump Elevation -------- —------- --
99.00
FT.
Top of Sludge Storage ----- -------------
Not
Applicable
Seasonal High Watertable Elev.-------------------
0.00
Finished Bottom Elevation ----------------• —
93.00
FT.
Inside Top Length -------------------
Not
Applicable
Inside Top Width -------------------
Not
Applicable
Side Slopes -------------------
3:1
H:V
Lagoon Surface Area --- --- -----------
32.609
SF
Min. Liner Thickness (if required) -----------------
1.5
FT,
Freeboard Depth — -------- --------
1.00
FT.
Temporary Storage Period -------------------
180
Days
Zone Depths.
TOTAL DESIGN VOLUME = 192106 (CU.FT.)
Treatment / Sludge Storage Zone Depth ----------- 6.0 FT.
Temporary Storage Zone Depth --------- - 1.8 FT.
Freeboard / Storm Storage Zone Depth - 1.7 FT.
Total Lagoon Depth 9.5 FT
wn, LLC Engineering P.Q. Box 856,

� -/75
I (3rower: Foxl-ire Nursery v i Designed By: KUVV
Address: PO Box 759 Checked By: DSE
Rose Hill, NC 28458 Date: 12/22/08
County: Bladen Sheet 1 of 7
FARM INFORMATION
Farm Pooulation:
Nursery: -------------------
2200 Hd.
Wean to Finish: -------------------
0
Finishing: -------------------
0
Farrow to weanling:-------------------
0
Farrow to feeder: -------------------
0
Farrow to finish: -------------------
0
Boars: -------------------
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?
(Y/N)
------------
N
Does Operator Want Emergency Spillway?
(Y/N)
------------
N
Was This Design Built Prior to Sept. 1996?
(Y/N)
------------
Y
Is Drain Tile Req'd to Lower SHWT?
(Y/N)
------------
N
Seasonal High Water Table Elev: -------------------
t3-0A
1P)
Freeboard: -------------------
1.0
Ft.
Emergency Spillway Flow Depth:
Side Slopes: --------------
----
3
:1 (H:V)
Inside Top Length:
156.0
Ft.
Inside Top Width:
135.0
Ft.
Top of Dike Elevation: ----------------
Depth
107.20
Ft.
Finished Bottom Elevation: ----------------
10.00
Ft.
97.20
Ft.
Start Pump Elevation: ---------------
20.52
In.
105.49
Ft.
Stop Pump Elevation: ------------ ---
44.4
In.
103.50
Ft.
LAGOON VOLUME REQUIRED VOL.
DESIGN VOLUMES
% REQ'D.
Storm Stor = 13163 (Cu.Ft.)
13,257
(Cu.Ft.)
100.72%
Temporary = 28403 (Cu.Ft.)
33,088
(Cu.Ft.)
116.50%
Permanent = 66000 (Cu.Ft.)
68,943
(Cu.Ft.)
104.46%
Total Volume = 107,566 (Cu.Ft.)
115,288
(Cu.Ft.)
107.18%
1/2 Treatment Volume = 33,000 (Cu.Ft.)
112 Treatment Volume Elevation = 101.04 Ft.
90 Temporary Storage Volume Elevation = 104.32 Ft.
Min. Required Liner Thickness -------------------
Lagoon Surface Area: (Inside TOD)-------------------
73.92 In.
34.58 In.
1.5 Ft.
21,060 S.F.
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw, NC 28396 [phone]

grower: roxrire r4ursery;Fi uesignea ray: NDVV
Address: PO Box 759 Checked By: DSE
Rose Hill, NC 28458 Date: 12/22/08
j County: Bladen Sheet 2 of 7
ACTUAL DESIGN
VOLUME CALCULATIONS
BASE VOLUME:
r
Cu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.)
Area SF
Incr. Vol. Cu. FT
Cumul. Vol. (Cu. FT)
97.20
7,200
0
98.00
8,044
6,098
6,098
99.00
9,163
8,604
14,701
100.00
10,355
9,759
24,460
101.00
11,619
10,987
35,447
102.00
12,954
12,286
47,734
103.00
14,362
13,658
61,392
104.00
15,841
15,102
76,493
105.00
17,393
16,617
93,111
106.00
19,017
18,205
111,315
107.00
20,712
19,864
131,180
107.20
21,060
4,177
135,357
These volumes were calculated using the vertical average end area method.
TOTAL READ VOL
107,565
CF
CUMULATIVE
VOL.
ZONE VOL.
107.18
END PUMP = = = =
103.50
FT
68,943 CF
TR'MT
68,943
104.46
START PUMP = =:
105.49
FT
102,031 CF
TEMP
33,088
116.50
MAX STORAGE =
106.20
FT
115,288 CF
STORM
13,257
100.72
Murphy -Brown, LLC Engineering P.O. Box 856. Warsaw, NC 26398 [phone]

Grower: FoxFire Nursery #1 Designed By: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill, NC 28458 Date: 12/22/08
l County: Bladen Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
nimal Type Capacity ALW ` ;cu.ft./I) = Tota
Nurse
2,200
30
1.00
66,000
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
0
1,417"1
1.00
0
Boars
0
4001
1.00
0
Total Required Treatment Volume (cu. ft.)=
Sludge Storage Volume:
6U,uUU
Animal Type Capacity ALW cu..t./Ilb= Total
Nursery
2,200
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
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. rt.)=
Temporary Storage Volume:
Manure Production:
u
Animal Type Capacity" Sto. venod d./day) = Total
Nursery
2,200
180
0.30
120,560
Wean to Finish
0
180
1.17
0
Finishing
0
180
1.37
0
Farrow to weanling
0
180
4.39
0
Farrow to feeder
0
180
5.30
0
Farrow to finish
0
180
14.38
0
Boars
0
180
4.06
0
Total Manure Production tgals.)=
Total Manure Production (cu.ft.)=
Excess Fresh Water:
I Lv,ZPDU
16,118
nimal Type Sto. Period J./day) = Total J
Nursery
2,200
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
0
180
0.00
0
Total Fresh Water txoess tgais.)=
Total Fresh Water Excess (cu.ft.)=
LLC Engineering P.O.
u
0

Grower: FoxFire Nursery #1
Address: PO Box 769
Rose Hill, NC 28458
County: Bladen
Temporary Storage Volume: (Cont.)
)esigned By:
Checked By:
Date:
Sheet 4 of 7
KBW
DSE
12/22/08
Rainfall in Excess of Evaporation:
Vol,=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft
Vol.= (21060 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 12,285
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'i Drainage Area) * 25Yr./24Hr. Storm(in) / 12in./ft.
Val.= (21060 sq.ft + 0 sq.ft.) * 7,5 in. /12 in./ft.
Total Required Volume for 25Y0241-11r. Storm Event (cu.ft)= 13,163
"Heavy Rain" Storage:
Val.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in_/ft.
Vol.= (21060 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. / 241-11r. 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 = 107565 (CU.FT.)
13,163 (CU.FT)
28,403 (CU.FT)
66,000 (CU.FT)
O. Box 856, Warsaw NC 28398 [phone]

Grower: FoxFire Nursery #1 Designed By: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill, NC 28458 Date: 12122108
County: Bladen Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation
Emergency Spillway Crest Elevation
Top of 25Yr.1241-1r. 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 De ths:
TOTAL DESIGN VOLUME = 115288 (CU.FT.)
107.20 FT.
Not Al Applicable
106.20 FT.
Not Applicable
105.49 FT.
103.50 FT.
Not Applicable
0.00
97.20 FT.
156.00 FT.
135.00 FT.
3:1 H: V
21,060 SF
1.5 FT.
1.00 FT.
180 Days
Treatment / Sludge Storage Zone Depth ----------- 6.3 FT.
Temporary Storage Zone Depth ----------- 2.0 FT.
Freeboard ! Storm Storage Zone Depth ----------- 1.7 FT.
Total Lagoon Depth ------- --- 10.0 FT.
C
w
(9

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W
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LL.
0
0-
0
0
N
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O
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W
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0
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0
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0
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Grower: FoxFire Nursery #1
Address: PO Box 759
Rose Hill, NC 28458
County: Bladen
)esignea tsy:
Checked By:
Date:
Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
NOTE: See attached Waste Utilization Plan
DESIGNED: tiZT14sS-
DATE: 1 7-Z Z
COMMENTS:
DSE
�N CARO,,,
7 _
E;AL
023994
"s �0,9G Ncrrr��
�,
/���►Illll��t,,
This design is update of start and stop purnlp elevations and to show the 1 /2
treatment volume level for slud a storage. This design does not supercede the
original certification of the farm.
12/22/08
LLC Engineering P.0, Sox 656, Warsaw NC 28398 (J1 U) ZV'5-.5'13Y

urower: I-oxl-ire Nursery #2 Designed By: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill, NC 28458 Date: 12/22/08
County: Bladen Sheet 1 of 7
FARM INFORMATION
Nursery:
Wean to Finish:
Finishing:
Farrow to weanling:
Farrow to feeder:
Farrow to finish:
Boars:
Storage Period:
25 Yr.124 Hr Storm Event
"Heavy Rain" Factor
Rainfall in Excess of Evaporation
Additional Water Usage:
Additional Drainage Area:
Farm Population:
-------------------
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.
(YIN)------------
(YIN)------------
(YIN)------------
(YIN)------------
Depth
10.00 Ft.
20.4 In.
43.2 1 n.
DESIGN VOLUMES
N
N
Y
N
2200 Hd.
0
0
0
0
0
0
180 Days
7.5 In.
7.0 In.
0
0
•9-98 9 7, S
1.0 Ft.
3 :1 (H:V)
200.0 Ft.
110.0 Ft.
98.80 Ft.
88.80 Ft.
97.10 Ft.
95.20 Ft.
% REQ'D.
Storm Stor =
13750
(Cu.Ft.)
13,756
(Cu.Ft.)
100.05%
Temporary =
28951
(Cu.Ft.)
32,897
(Cu.Ft.)
113.63%
Permanent =
66000
(Cu.Ft.)
71,459
(Cu.Ft.)
108.27%
Total Volume =
108,701
(Cu.Ft.)
118,113
(Cu.Ft.)
108.66%
1/2 Treatment Volume = 33,000 (Cu.Ft.)
1/2 Treatment Volume Elevation = 92.84 Ft.
90 Temporary Storage Volume Elevation = 95.94 Ft.
Min. Required Liner Thickness
Lagoon Surface Area: (Inside TOD)
71.55 In.
34,34 I n.
1.5 Ft.
22,000 S.F.
Murphy -Brown, LLC Engineering P.O. Sox 656,Warsaw, NC 28398 [phone]

urower: FOXHre Nursery #2 Uesigned By:
Address: PO Box 759 Checked By: DSE
Rose Hill, NC 28458 Date: 12/22/08
County: Bladen Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: I jCu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.
Area SF
88.80
7,000
89.00
7,229
90.00
8,420
91.00
9,682
92.00
11,017
93.00
12,423
94.00
13,901
95.00
15,452
96.00
17,074
97.00
18,769
98.00
20,536
98.80
22,000
Incr. Vol. Cu. FTJ
Cumul. Vol. (Cu. FT)
0
1,423
1,423
7,825
9,248
9,051
18,299
10,349
28,648
11,720
40,368
13,162
53,530
14,677
68,207
16,263
84,470
17,921
102,391
19,652
122,043
17,014
139,057
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL
108,701
CF
CUMULATIVE
VOL.
ZONE VOL.
108.66%
END PUMP = _ _
95.20
FT
71,459 CF
TR'MT
71,459
108.27%
START PUMP = =
97.10
FT
104,356 CF
TEMP
32,897
113.63%
MAX STORAGE =
97.80
FT
118,113 CF
STORM
13,756
100.05%
Murphy -Brown, LLG Engineering P.O. Box 856, Warsaw, NC 28398 [phone]

I Grower: FoxFire Nursery 42 Designed By: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill, NC 28458 Date: 12/22/08
r_ County: Bladen Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
_Permanent Storage:
Required Treatment Volume:
Animal Tye apacity (cu. t./lb) T Eta
Nursery
2,200
30
1.00
66,000
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
01
1,417
1.00
0
Boars
01
400
1.00
0
Total Required Treatment Volume (cu. ft.)=
Sludge Storage Volume:
66,000
jAnimal Ine Capacity AL (cu.ft. Ib) Total
Nursery
2,200
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
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:
JAnimal Type Capacity " Sto. Period d./day) = Total
Nursery
2,200
180
0.30
120,560
Wean to Finish
0
180
1.17
0
Finishing
0
180
1.37
0
Farrow to weanling
0
0
180
180
4.39
0
Farrow to feeder
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:
120,560
16,118
Animal Type CapacitySto. Period d./day = Total
Nursery
2,200
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
0
1801
0.00
j 0
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=
Box

Grower: FoxFire Nursery #2
Address: PO Sox 759
Rose Hill, NC 28458
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Checked By: DSE
Date: 12/22/08
Sheet 4 of 7
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 121n./ft
Vol.= (22000 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 12,833
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (22000 sq.ft + 0 sq.ft.) * 7.5 in. 112 in./ft.
Total Required Volume for 25Yr./24Hr. Storm Event (cu.ft)= 13,750
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (22000 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')= 13,750 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) = 28,951 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 66,000 (CU.FT)
TOTAL REQUIRED VOLUME = 108701 (CU.FT.)

Grower: FoxFire Nursery #2 Designed By: KBW
Address: PO Box 759 Checked By: DSE
Rose Hill, NC 28458 Date: 12122/08
__County: Bladen Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation -------------------
98.80
FT.
Emergency Spillway Crest Elevation ------- ----- -----
Not Al
Applicable
Top of 25Yr. / 24Hr. Storm Storage ------------- -----
97.80
FT.
Top of "Heavy Rain" Storage ----- --------------
Not
Applicable
Start Pump Elevation -----------------
97.10
FT.
End Pump Elevation -------------------
95.20
FT.
Top of Sludge Storage --- —---------- ---
Not
Applicable
Seasonal High Watertable Elev.--------------- ---
0.00
Finished Bottom Elevation ---- ---------- ----
88.80
FT.
Inside Top Length -- ----------- ----
200.00
FT.
Inside Top Width ----------- ------
110.00
FT.
Side Slopes --------- --------
3:1
KV
Lagoon Surface Area ------------------
22,000
SF
Min. Liner Thickness (if required) -------------------
1.5
FT.
Freeboard Depth -------------------
1.00
FT.
Temporary Storage Period — ...... ........ --
180
Days
Zone Depths:
TOTAL DESIGN VOLUME = 118113 (CU.FT.)
Treatment / Sludge Storage Zone Depth ---------- 6.4 FT.
Temporary Storage Zone Depth ----------- 1.9 FT.
Freeboard / Storm Storage Zone Depth -------- -- 1.7 FT.
Total Lagoon Depth ----------- 10.0 FT.

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urower: r-oxt=ire Nursery #2
Address: PO Box 759
Rose Hill, NC 28468
Cou
Designed By:
Checked By:
Date:
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, 1998.
Emergency Spillway:
An Emergency Spillway is not required.
KBW
DSE
12/22/08
-.% % % j I I I I rr►, "
%
NOTE: See attached Waste Utilization Plan �`,Q�••'FES��'
DESIGNED: 2vr; = 0239g4
_ ' •,;�ti��r CEP . � ;
DATE: ja f2 D �'
---�- , �.
141011511F, 40M-3
This design is update of start and stop pump elevations and to show the 1/2
treatment volume level for sludge storage. This design does not supercede the
original certification of the farm.
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28396 [phone]

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 of 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 or 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 inflow problem from a surface water diversion or there may be seepage into the
lagoon from the surrounding land.
Lagoon Operation
Startup:
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 occour 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 waim
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 lever (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.
Do not pump the lagoon liquid level lower that 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:

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 phosphores, 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.

Smithfield®
JGood food. �es�arlsib(��
August 6, 2019
NCDEQ, DWR
Animal feeding Operations Unit
1636 Mail Service Center
Raleigh, NC 27699-1636
Subject: Farm Permit Conversion for
Bull Creek Farms LLC
AWSO9O173
Bladen County
M. Kevin Weston
Sr. Environmental Compliance Technical Specialist
Smithfield Hog Production Division
P.O. Box 856
2822 NC Hwy 24 West
Warsaw, NC 28398
(910} 293-3434 tel
(9101293-3138 fax
This is a request that the above -mentioned farm be considered for conversion from a 4,400 head Wean -Feeder
and 11,000 head Feeder -Finish to a 14,060 head Wean -Finish farm. Enclosed please find a certification of the farm, a
copy of the lagoon designs/volumes, a revised Nutrient Utilization Plan, and an updated Odor Control Checklist. There
are no increases in SSLW and all other parameters remain the same.
If you have any questions regarding this matter, please do not hesitate to call me at [phone], or e-mail
me at [e-mail] .
Sincerely,
M. Kevin Weston
[e-mail]
www.smithfieldfoods.com

Animal Waste Management Plan Certification
(Please type or print all information that does not require a signature)
gistia or New or Expanded (please circle one)
General Information: Permit No: AWG100000
Name of Farm: Bull Creek Farms LLC Facility No: 9 -- 173
Owner(s) Name: Bull Creek Farms LLC Phone No:
Mailing Address: 304 Fox Lake Drive Clinton NC 28328
Farm Location: County Farm is located in: Bladen
Latitude and Longitude: 34 50' 53" / 78 38' 47" Integrator: Smithfield Hop, Prod.
Please attach a copy of a county road map with location identified and describe below (Be specific: road
names, directions, milepost, etc.): From Ammon, Bladen County, take SR 1002 north approx. 5 miles to
intersection with SR 2046 in Cumberland County,turn left onto SR 2046 and go approx, 0.4 miles to
farm entrance on the left.
Operation Description:
Type of Swine No. of Animals
XWean to Finish 14060
o Feeder to Finish
o Farrow to Wean
o Farrow to Feeder
o Farrow to Finish
o Gilts
o Boars
Type of Poultry No, of Animals
o Layer
o Non -Layer
Type of Beef No. of Animals
o Brood
o Feeders
o Stockers
Other Type of Livestock:
Type of Dairy No. of Animals
o Milking
oDry
o Heifers
o Calves
Number of Animals:
Ejqwxdfng Operadon0i*
Previous Design C act Additional Design Capacity: Total Design f act :
Acreage Available for Application: 109.94 Required Acreage: 109.94
Number of waste structures: 7 Total Capacity: 2,821,486 Cubic Feet (ft3)
Are subsurface drains present on the farm: YES or NO (please circle one)
If YES: are subsurface drains present in the area of the waste structures (please circle one or both as applicable)
Owner / Manager Agreement
I (we) verify that all the above information is correct and will be updated upon changing. 1 (we) understand the operation and
maintenance procedures established in the approved animal waste management plan for the farm named above and will
implement these procedures. I (we) know that any expansion to the existing design capacity of the waste treatment and storage
system or construction of new facilities will require a permit application and a new certification to be submitted to the Division
of Water Resources (DWR) and permit approval received before the new animals are stocked. I (we) understand that there
must be no discharge of animal waste from the storage system to surface waters of the state unless specifically allowed under a
permit from DWR 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 USDA -Natural
Resources Conservation Service (NRCS). The approved plan will be filed at the farm and at the DWR Regional Office and the
office of the local Soil and Water Conservation District (SWCD). I (we) know that any modification must be approved by a
technical specialist and submitted to the DWR Regional Office and local SWCD and required approvals received from DWR
prior to implernelNon. A change in farm ownership requires a permit application to be sent to DWR along with a new
certification (if th ap gvgd plan is changed).
Name of Land
Signature:�\1'
Name of Manager (if
Signature:
AWC - September 18, 2006
owner):
Date: I
Date:

Technical Specialist Certification
L As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant to 15A
NCAC 6H .0104, 1 certify that the animal waste management system for the farm named above has an animal waste
management plan that meets or exceeds standards and specifications of the Division of Water Resources as specified in 15A
NCAC 2T .1300 (formerly 2H .0217) and the USDA -Natural Resources Conservation Service and/or the North Carolina Soil
and Water Conservation Commission pursuant to 15A NCAC 2T .1300 (formerly 2H .0217) and 15A NCAC 6F .0101-.0105.
The following elements are included in the plan as applicable. While each category designates a technical specialist who may
sign each certification (SD, SI, WUP, RC, I), the technical specialist should only certify parts for which they are technically
competent.
IL Certification of Design
A) Collection, Storage, Treatment System
Check the appropriate box
X Existing facility without retrofit (SD or WUP)
Storage volume is adequate for operation capacity; storage capability consistent with waste utilization requirements.
New, expanded or retrofitted facility (SD)
Animal waste storage and treatment structures, such as but not limited to collection systems, lagoons and ponds,
have been designed to meet or exceed the minimum standards and specifications.
Name of Technical Specialist (Please Print): M. Kevin Weston
Affiliation_ Murphy Brown LLC dba Smithfield Ho Prod rod Date Work Completed: 1996
Address (Agency): P.O. Box 856 Warsaw, NC 28398 _ Phone No.:: 910-293-3434
Signature: '0. '&_', Date: 71ZYl.?.,iY
B) Land Application Site (WUP)
The plan provides for minimum separations (buffers); adequate amount of land for waste utilization; chosen crop is suitable
for waste management; and the hydraulic and nutrient loading rates are appropriate for the site and receiving crop.
Name of Technical Specialist (Please Print): M. Kevin Weston
Affiliation Murphy Brown LLC dba Smithfield Hog Prod Date Work Completed: 1996
Address (Agency): P.O. Box 856 Warsaw NC 28398 Phone No.: 910-293-3434
Signature: 11W. _ Date: 71l
C) Runoff Controls from Exterior Lots
Check the appropriate box
X Facili without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
Facility with exterior lots (RC)
Methods to minimize the run off of pollutants from lounging and heavy use areas have been designed in
accordance with technical standards developed by NRCS.
Name of Technical Specialist (Please Print): M. Kevin Weston
Affiliation Murphy Brown LLC dba Smithfield Hog Prod Date Work Completed: 1996
Address (Agency): P.O. Box 856 Warsaw, NC 28398 Phone No.: 910-293-3434
Signature: 110.le-I Date: / YAw
AWC - September 18, 2006

D). Application and Handling Equipment
Check the appropriate box
X Existing or expandingfacility with existing waste application equipment (WUP or I)
Animal waste application equipment specified in the plan has been either field calibrated or evaluated in
accordance with existing design charts and tables and is able to apply waste as necessary to accommodate the waste
management plan: (existing application equipment can cover the area required by the plan at rates not to exceed
either the specified hydraulic or nutrient loading rates, a schedule for timing of applications has been established;
required buffers can be maintained and calibration and adjustment guidance are contained as part of the plan).
New, expanded, or existing facility without existing waste application equipment forspray irrigation. (1)
Animal waste application equipment specified in the plan has been designed to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the plan
at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of applications
has been established; required buffers can be maintained; calibration and adjustment guidance are contained as part
of the plan).
New, expanded, or existing facility without existing waste application equipment for land spreadirip, not using spray
irrigation, (WUP or I)
Animal waste application equipment specified in the plan has been selected to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the plan
at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of applications
has been established; required buffers can be maintained; calibration and adjustment guidance are contained as part
of the plan).
Name of Technical Specialist (Please Print): M. Kevin Weston
Affiliation Murphy Brown LLC dba Smithfield Hog Prod Date Work Completed: 1996
Address (Agency): P.O. Box 856 Warsaw, NC 28398 Phone No.: 910-293-3434
Signature: Date: �-A'o
E) Odor Control, Insect Control, Mortality Management and Emergency Action Plan (SD
SI, WUP, RC or 1)
The waste management plan for this facility includes a Waste Management Odor Control Checklist, an Insect Control
Checklist, a Mortality Management Checklist and an Emergency Action Plan. Sources of both odors and insects have
been evaluated with respect to this site and Best Management Practices to Minimize Odors and Best Management
Practices to Control Insects have been selected and included in the waste management plan. Both the Mortality
Management Plan and the Emergency Action Plan are complete and can be implemented by this facility.
Name of Technical Specialist (Please Print): M. Kevin Weston
Affiliation Murphy Brown LLC dba Smithfield Ho Prod Work Completed: 1996
Address (Agency): P.O. Box 856 Warsaw NC 28398 Phone No.: 910-293-3434
Signature: 1-f-1• Date: 7/zY/?-/I
F) Written Notice of New or Expanding Swine _Farm
The following signature block is only to be used for new or expanding swine farms that begin construction after June
21, 1996. If the facility was built before June 21, 1996, when was it constructed or last expanded 1996
I (we) certify that I (we) have attempted to contact by certified mail all adjoining property owners and all property owners who
own property located across a public road, street, or highway from this new or expanding swine farm. The notice was in
compliance with the requirements of NCGS 106-805. A copy of the notice and a list of the property owners notified are
attached.
Name of Technical Specialist (Please Print): M. Kevin Weston
Affiliation Murphy Brown LLC dba Smithfield Hog Prod Date Work Completed: 1996
Address (Agency): P.O. Box 856 Warsaw, NC 28398 _ Phone No.: 910-293-3434
Signature: �_ ,L✓ _ Date:
AWC - September 18, 2006 3

III. Certification of Installation
A) Collection, Storage, Treatment Installation
New, expanded or retrofitted facility (SI)
Animal waste storage and treatment structures, such as but not limited to lagoons and ponds, have been installed in
accordance with the approved plan to meet or exceed the minimum standards and specifications.
For existing facilities without retrofits, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation
Address (Agency):
Work Completed:
Phone No.:
Signature: Date:
B) Land Application Site (WUP)
The cropping system is in place on all land as specified in the animal waste management plan.
Name of Technical Specialist (Please Print): M. Kevin Weston
Affiliation Murphy Brown LLC dba Smithfield Hog Prod Date Work Completed: 1996
Address (Agency):_ P.O. Box 856 Warsaw, NC 28398 Phone No.. 910-293-3434
Signature: %7. '�'n= Date: //-Yl.-,ii
C) Runoff Controls from Exterior Lots (RC)
Facility with exterior lots
Methods to minimize the run off of pollutants from lounging and heavy use areas have been installed as specified in
the plan,
For facilities without exterior lots, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation Date Work Completed:
Address (Agency):
Signature:
D) Application and Handling Eguipment Installation (WUP or I)
Date:
M
X Animal waste application and handling equipment specified in the plan is on site and ready for use; calibration
and adjustment materials have been provided to the owners and are contained as part of the plan.
Animal waste application and handling equipment specified in the plan has not been installed but the owner has
proposed leasing or third party application and has provided a signed contract; equipment specified in the
contract agrees with the requirements of the plan; required buffers can be maintained; calibration and
adjustment guidance have been provided to the owners and are contained as part of the plan.
Name of Technical Specialist (Please Print): M. Kevin Weston
Affiliation Murphy Brown LLC dba Smithfield Hog Prod Date Work Completed: 1996
Address (Agency): P.O. Box 856 Warsaw, NC 28398 Phone No.: 910-293-3434
Signature: ,,..e- G' - �— Date: Z&�%�9
AWC - September 18, 2006

E) Odor Control, Insect Control and Mortality Management (SD, SI, WUP, RC or I
Methods to control odors and insects as specified in the Plan have been installed and are operational. The
mortality management system as specified in the Plan has also been installed and is operational.
Name of Technical Specialist (Please Print): M. Kevin Weston
Affiliation Murphy Brown LLC dba Smithfield Hop,Prod Date Work Completed: 1996
Address (Agency): P.O. Box 856 Warsaw, NC 28398 Phone No.: 910-293-3434
Signature: /'q- Date: 7/z y/r-er
Please return the completed form to the Division of Water Resources at the following address:
Department of Environment and Natural Resources
Division of Water Resources
Animal Feeding Operations Unit
1636 Mail Service Center
Raleigh, NC 27699-1636
Please also remember to submit a copy of this form along with the complete Animal Waste
Management Plan to the DWR Regional Office and the local Soil and Water Conservation
District Office and to keep a copy in your files with your Animal Waste Management Plan.
AWC - September 18, 2006

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Grower: Bull Creekhouse siteDesigned y: KBW
Address: Checked By- DSE
Date: 07/11/19
County: Bladen Sheet 1 of 12
ANAEROBIC WASTE LAGOON DESIGN 1st STAGE 1:14"7
FARM INFORMATION 3
Farm Population:
Nursery:
Wean to Finish:
Finishing:
Farrow to weanling:
Farrow to feeder:
Farrow to finish:
Boars:
Storage Period:
25 Yr. 124 Hr Storm Event
"Heavy Rain" Factor
Rainfall in Excess of Evaporation
Additional Water Usage:
Additional Drainage Area:
LAGOON INFORMATION
Not Applicable Even if Value Shown
0
5624 Hd.
0
0
0
0
0
142 Days
7.5 In.
7.5
7.0 In.
0
0
Is Lagoon Designed as an Irregular Shape? (YIN) ------------ Y
Does Operator Want Emergency Spillway?
(YIN) ------------ N
Was This Design Built Prior to 9196?
(YIN) ------------ Y
Is Drain Tile Req'd to Lower SHWT?
(YIN) ------------ N
Seasonal High Water Table Elew
-------------------
0.00
Freeboard:
-------------------
1.0
Ft.
Emergency Spillway Flow Depth:
Not Applicable Even if Value Shown
0.3
Side Slopes:
— --- -------------
3
:1 (H:V)
From Lagoon Volume Check Contours
0.0
contour areas see sheet 2 of 7 ..
0.0
Top of Dike Elevation:
----- ---------- Depth
113.20
Ft.
Finished Bottom Elevation:
--------------• 9.70 Ft.
103.50
Ft.
Start Pump Elevation:
-- --- ----------- 20.16 In.
111.52
Ft,
Stop Pump Elevation:
---------------- 24 In.
111.20
Ft.
TOTAL VOLUME NOT ADEQUATE!!!!
LAGOON VOLUME REQUIRED VOL. DESIGN VOLUMES % REQ'D.
Storm Stor =
45592 (Cu.Ft.)
46,393
(Cu.Ft.) 101.76%
Temporary =
0 (Cu.Ft.)
21,518
(Cu.Ft.)
Permanent =
646760 (Cu.Ft.)
419,096
(Cu.Ft.) 64.80%
Total Volume =
692,352 (Cu.Ft.)
487,007
(Cu.Ft.) 70.34%
112 Treatment Volume = 323,380 (Cu.Ft.)
112 Treatment Volume Elevation = 106.63 Ft.
Min. Required Liner Thickness
Lagoon Surface Area: (Inside TOD)
78.81 in.
1-5 Ft.
72,947 S.F.
Murphy -Brown, LLC Engineering P.O. Box 856 ,Warsaw, NC 28398 [phone]

rower: Bull Creekhouse siteDesigned
y:
Address: 0
Checked By:
DSE
0
Date:
07/11 /19
County: Bladen
Sheet 2 of 12
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
103.50
43,270
0
104.00
44,625
21,974
21,974
105.00
47,396
46,011
67,984
106.00
50,242
48,819
116,803
107.00
53,163
51,703
168,506
108.00
56,158
54,661
223,166
109.00
59,229
57,694
280,860
110.00
62,375
60,802
341,662
111.00
65,596
63,986
405,647
112.00
68,892
67,244
472,891
113.00
72,264
70,578
543,469
113.20
72,947
14,521
557,990
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL
692,352 CF
CUMULATIVE
VOL.
ZONE VOL.
70.34%
END PUMP = = _ =
111.20 FT
419,096 CF
TR'MT
419,096
64.80%
START PUMP = =
111.52 FT
440,614 CF
TEMP
21,518
MAX STORAGE =
112.20 FT
487,007 CF
STORM
46,393
101.760/o
Murphy-Brown, LLC Engineering P.O. Sox 856 ,Warsaw, NC 28398 [phone]

rower: Bull Creekhouse site) Desig
Address
Cou
0 Checked By: DSE
0 Date: 07/11/19
Bladen Sheet 3 of 12
ANAEROBIC WASTE LAGOON DESIGN 2nd STAGE oLr, fir
FARM INFORMATION r
Nursery
Wean to Finish:
Finishing:
Farrow to weanling:
Farrow to feeder:
Farrow to finish:
Boars:
Storage Period:
25 Yr. 124 Hr Storm Event
"Heavy Rain" Factor
Rainfall in Excess of Evaporation
Additional Water Usage:
Additional Drainage Area:
LAGOON INFORMATION
Farm Population:
Not Applicable Even if Value Shown
Is Lagoon Designed as an Irregular Shape?
(YIN) ------------ N
Does Operator Want Emergency Spillway?
(YIN) ------------ N
Was This Design Built Prior to 9196?
(YIN) ------------ Y
Is Drain Tile Req'd to Lower SHWT?
(YIN) ------------ N
Seasonal High Water Table Elev: -------------------
Freeboard: ----- -----------
Emergency Spillway Flow Depth: Not Applicable
Even if Value Shown
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.
---- Depth
---- 9.70 Ft.
---- 20.04 1 n.
---- 61.284 In.
DESIGN VOLUMES
0
5624 Hd.
0
0
0
0
0
142 Days
7.5 In.
7.5 In.
7 In.
0
72,947 S.F.
0.00
1.0
Ft.
0.3
Ft.
3
:1 (H:V)
285.0
Ft.
250.0
Ft.
106.30
Ft.
96.60
Ft.
104.63
Ft.
101.19
Ft.
% REQ'D.
Storm Stor =
44531
(Cu.Ft.)
44,885
(Cu.Ft.) 100.80%
Temporary =
208715
(CuXt.)
209,202
(Cu.Ft.) 100.23%
Permanent =
0
(Cu.Ft.)
227,699
(Cu.Ft.)
Total Volume =
253,246
(Cu.Ft.)
481,786
(Cu.Ft.) 190.24%
90 Temporary Storage Volume Elevation = 102.01 Ft. 1 51.45 In.
Min. Required Liner Thickness ------------------- 1.5 Ft,
Lagoon Surface Area: (Inside TOD)— ----------------- 71,250 S.F.
Murphy -Brown, LLC Engineering P.Q. Box 856, Warsaw, NC 28398 [phone]

Grower: Bull Creekhouse siteDesigned y: KBW
Address: 0 Checked By: DSE
0 Date: 07/11/19
County: Bladen Sheet 4 of 12
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)
96.60
43,500
0
97.00
44,511
17,602
17,602
98.00
47,087
45,799
63,401
99.00
49,735
48,411
111,812
100.00
52,456
51,096
162,908
101.00
55,248
53,852
216,760
102.00
58,113
56,680
273,440
103.00
61,049
59,581
333,021
104.00
64,057
62,553
395,574
105.00
67,138
65,598
461,172
106.00
70,290
68,714
529,886
106.30
71,250
21,231
551,117
These volumes were calculated using the vertical average end area method.
TOTAL READ VOL
734,904
CF
CUMULATIVE
VOL.
ZONE VOL. 190.24%
END PUMP = = = =
101.19
FT
227,699 CF
TR'MT
227,699
START PUMP = = :
104.63
FT
436,901 CF
TEMP
209,202 100.23%
MAX STORAGE =
105.30
FT
481,786 CF
STORM
44,885 100.80%
Murphy -Brown, LLC Engineering P.O. Box 856 ,Warsaw, NC 28398 [phone]

Grower: Bull Creek (2 house site) Designed By: KBW
Address: 0 Checked By: DSE
0 Date: 07/11/19
County: Bladen Sheet 5 of 12
MINIMUM REQUIRED VOLUME CALCULATIONS 1st STAGE
Permanent Storage:
Required Treatment Volume:
n ma ype Capacity ALW (cu. .Ilb) Tota
Nursery
0
30
1.00
0
Wean to Finish
5,624
115
1.00
646,760
Finishing
0
135
1.00
0
Farrow to weanling
0
433
1.00
0
Farrow to feeder
0
1 522
1.00 10
Farrow to finish
0
1,417
1.00
0
Boars
0
400
1.00 1
0
Total Required Treatment Volume (cu. ft.)=
Sludge Storage Volume:
646,760
Animal Type Capacity AI_ cu. ) = Total
Nursery
0
30
0.00
0
Wean to Finish
5,624
115
0.00
0
Finishing
0
135
0.00
0
Farrow to weanling
0
433
0.00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
0
1,417
0.00
0
Boars
0
400
0.00
0
Total Required Sludge Storage Volume (cu. ft.)=
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr.124Hr. Storm(in) 112in.lft.
Vol.= (72947 sq.ft + 0 sq.ft.) * 7.5 in. 112 in./ft.
Total Required Volume for 25Yr./24Hr. Storm Event (cu.ft)=
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) 1 12in.lft.
Vol.= (72947 sq.ft + 0 sq.ft.) * 7.5 in. 112 in.lft.
Total Required Volume for "Heavy Rain" (cu.ft.) _
(for Extended Periods of Chronic Rainfall)
0
45,692
Total Required Storm Storage
(25Yr. 124Hr. Storm +'Heavy Rain')= 45,592 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 646,760 (CU.FT)
TOTAL REQUIRED 1st STAGE VOLUME = 692352 (CU.FT.)
w
0

Grower: Bull Creek (2 house site) Designed By: KBW
Address: 0 Checked By: DSE
0 Date: 07/11/19
County: Bladen Sheet 6 of 12
Temporary Storage Volume:
Manure Production:
Animal ype Capacity to. Period = Total
Nursery
0
142
0.30
0
Wean to Finish
5,624
142
1.17
932,005
Finishing
0
142
1.37
0
Farrow to weanling
0
142
4.39
0
Farrow to feeder
0
142
5.30
0
Farrow to finish
0
142
14.38
0
Boars
0
142
1 4.06
0
Total Manure Production (gals.)= 932,005
Total Manure Production (cu.ft.)= 124,600
Excess Fresh Water:
nima ype Capacity to. Period = Total
Nursery
0
142
0.00
0
Wean to Finish
5,624
142
0.00
0
Finishing
0
142
0.00
0
Farrow to weanling
0
142
0.00
0
Farrow to feeder
0
142
0.00
0
Farrow to finish
0
142
0.00
0
Boars
0
142
0.00
0
Total Fresh Water Excess (gals.)= 0
Total Fresh Water Excess (cu.ft.)= 0
w

Grower: Bull Creek (2 house site)
Address: 0
0
County: Bladen
Temporary Storage Volume: (Cont.)
Checked By: DSE
Date: 07/11/19
Sheet 7 of 12
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area 1st + Lagoon Area 2nd + Additional Drainage Area) * Rainfall 112in./ft
Vol.= (72947 sq.ft. + 71250 sq.ft. + 0 sq.ft.) * 7.0 in. 112 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 84,115
Storm Storage:
Vol.=(Lagoon Surface Area 1st + Lagoon Area 2nd + Additional Drainage Area * 25Yr.124Hr Storm(in.)112in.1
Vol.= (72947 sq.ft + 71250 sq.ft. + 0 sq.ft.) * 7.5 in.
Total Required Volume for 25Yr.124Hr. Storm Event (cu.ft)= 44,531
"Heavy Rain" Storage:
Val.=(Lagoon Surface Area 1st + Lagoon Area 2nd + Additional Drainage Area) * Heavy Rain Factor(in)1 12in.
Vol.= (72947 sq.ft + 71250 sq.ft. + 0 sq.ft.) * 7.5 in. 112 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) = 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
0
Total Required Storm Storage
(25Yr. I24Hr. Storm +'Heavy Rain')=
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storac
Total Required Permanent Storage
(Treatment + Sludge) =
44,531 (CU.FT)
208,715 (CU.FT)
0 (CU.FT)
TOTAL REQUIRED 2nd STAGE VOLUME = 253246 (CU.FT.)
LWA
0

Grower: Bull Creek (2 house site) Designed By: KBW
Address: 0 Checked By: DSE
0 Date: 07/11/19
County: Bladen Sheet 8 of 12
LAGOON DESIGN SUMMARY 1st STAGE
Top of Dike Elevation -------------------
113.20
FT.
Emergency Spillway Crest Elevation -------------------
Not AFApplicable
Top of 25Yr. 124Hr. Storm Storage -------------------
112.20
FT.
Top of "Heavy Rain" Storage -------------------
Not
Applicable
Start Pump Elevation -------------------
111.52
FT.
End Pump Elevation -------------------
111.20
FT.
Top of Sludge Storage -------------------
Not
Applicable
Seasonal High Watertable Elev.-------------------
0.00
Finished Bottom Elevation -------------------
103.50
FT.
Inside Top Length -------------------
Not
Applicable
Inside Top Width -------------------
Not
Applicable
Side Slopes -------------------
3.0:1
H:V
Lagoon Surface Area ------------------
72,947
SF
Min. Liner Thickness (if required) -------------------
1.5
FT.
Freeboard Depth -------------------
1.00
FT.
Temporary Storage Period -------------------
142
Days
Zone Depths:
TOTAL DESIGN VOLUME = 487007 (CU.FT.)
Treatment 1 Sludge Storage Zone Depth ---------- 7.7 FT.
Temporary Storage Zone Depth ----------- 0.3 FT.
Freeboard 1 Storm Storage Zone Depth --- ------- 1.7 FT.
Total Lagoon Depth ----------- 9.7 FT.

Grower: Bull Creek (2 house site) Designed By: KBW
Address: 0 Checked By: DSE
0 Date: 07/11 /19
County: Bladen Sheet 9 of 12
LAGOON DESIGN SUMMARY 2nd STAGE
Top of Dike Elevation -------------------
106.30
FT,
Emergency Spillway Crest Elevation -------------------
Not
Applicable
Top of 25Yr. / 241-1r. Storm Storage -------------------
105.30
FT.
Top of "Heavy Rain" Storage -------------------
Not
Applicable
Start Pump Elevation -------------------
1044.63
FT.
End Pump Elevation -------------------
101.19
FT.
Top of Sludge Storage -------------------
Not
Applicable
Seasonal High Watertable Elev.-------------------
0.00
Finished Bottom Elevation -------------------
96.60
FT.
Inside Top Length -------------------
285.00
FT.
Inside Top Width -------------------
250.00
FT.
Side Slopes -------------------
3.0:1
H:V
Lagoon Surface Area -------------------
71,250
SF
Min. Liner Thickness (if required) ------------------
1.5
FT.
Freeboard Depth -------------------
1.00
FT.
Temporary Storage Period -------------------
142
Days
Zone Depths:
TOTAL DESIGN VOLUME = 481786 (CU.FT.)
Treatment / Sludge Storage Zone Depth ----------- 4.6 FT.
Temporary Storage Zone Depth ----------- 3.4 FT.
Freeboard / Storm Storage Zone Depth ----------- 1.7 FT.
Total Lagoon Depth ----------- 9.7 FT.
w

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Grower: Bull Creek (2 house site) Designed By: KBW
Address: 0 Checked By: DSE
0 Date: 07/11 /19
County: Bladen Sheet 12 of 12
This livestock waste treatment lagoon is designed in accordance with the North Carolina
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
NOTE: See attached Waste Utilization Plan
DESIGNED:_
DATE: 7 %
COMMENTS:
The lagoon has been designed as an irregular shape.
�ti��tiiiirrrrr
"
p oFsui0ti
y r
e SEAL
r
023994
This design is update of start and stop pump elevations and to show the 112
treatment volume level for sludge storage. This design does not supercede the
original certification of the farm.
Murphy -Brown, LLC Engineerinq P.O.
[phone]

Grower- Bull Creekhouse siteDesigned y:
Address- Checked By-
County: Bladen
KBVV
DSE
Date: 07/11 /19
Sheet 1 of 12
ANAEROBIC
WASTE LAGOON DESIGN 1st STAGE
don s,rc
FARM INFORMATION
Farm Population:
Nursery:
-------------------
0
Wean to Finish:
-------------------
8436 Hd.
Finishing:
-------------------
0
Farrow to weanling:
-------------------
0
Farrow to feeder:
----- --------------
0
Farrow to finish:
----- --------------
0
Boars:
----- -------------
0
Storage Period:
----- -------------
138 Days
25 Yr. / 24 Hr Storm Event
----- — ------------
7.5 In.
"Heavy Rain" Factor
Not Applicable Even if Value Shown
7.5
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) -----------
N
Does Operator Want Emergency Spillway?
(YIN) -----------
N
Was This Design Built Prior to 9/967
(YIN) ------------
Y
Is Drain Tile Req'd to Lower SHWT?
(YIN) ------------
N
Seasonal High Water Table Elev:—--- -------------
98.70
Ft.
Freeboard: ------------------
1.0
Ft.
Emergency Spillway Flow Depth: Not Applicable Even
if Value Shown
0.3
Side Slopes: --- ---------------
3
:1 (H:V)
Inside Top Length: -------------------
300.0
Ft.
Inside Top Width: -------------------
340.0
Ft.
Top of Dike Elevation: ----- ----------
Depth
109.20
Ft.
Finished Bottom Elevation: ----- ----------
9.70 Ft.
99.50
Ft.
Start Pump Elevation: ---------------
20.04 In,
107.53
Ft.
Stop Pump Elevation: ----------------
24 In.
107.20
Ft.
TOTAL VOLUME NOT ADEQUATEIIII
LAGOON VOLUME REQUIRED VOL. DESIGN VOLUMES % REQ'D.
Storm Stor =
63750 (Cu.Ft.)
64,793
(Cu.Ft.) 101.64%
Temporary =
0 (Cu.Ft.)
31,543
(Cu.Ft.)
Permanent =
970140 (Cu.Ft.)
623,624
(Cu.Ft.) 64.28%
Total Volume =
1,033,890 (Cu.Ft.)
719,960
(Cu.Ft.) 69.64%
1/2 Treatment Volume = 485,070 (Cu.Ft.)
1/2 Treatment Volume Elevation = 102.44 Ft.
Min. Required Liner Thickness
Lagoon Surface Area: (Inside TOD)
81.06 in.
1.5 Ft,
102,000 S.F.
Murphy -Brown, LLC Engineering P.O. Box 856 ,Warsaw, NC 28398 [phone]

rower: Bull Creekhouse site ----Designed y: KBW
Address: 0 Checked By: DSE
0 Date: 07/11 /19
County: Bladen Sheet 2 of 12
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)
99.50
68,139
0
100.00
69,719
34,465
34,465
101.00
72,933
71,326
105,790
102.00
76,218
74,575
180,366
103.00
79,576
77,897
258,263
104.00
83,005
81,291
339,554
105.00
86,507
84,756
424,310
106.00
90,081
88,294
512,604
107.00
93,726
91,903
604,507
108.00
97,444
95,585
700,092
109.00
101,233
99,339
799,431
109.20
102,000
20,323
819,754
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL 1,033,890
CF
CUMULATIVE
VOL.
ZONE VOL. 69.64%
END PUMP = = _ = 107.20
FT
623,624 CF
TR'MT
623,624 64.28%
START PUMP = = 107.53
FT
655,167 CF
TEMP
31,543
MAX STORAGE = 108.20
FT
719,960 CF
STORM
64,793 101.64%
Murphy -Brown, LLC Engineering P.O. Box 856 ,Warsaw, NC 28398 [phone]

Grower- Bull Cree
Address: 0
0
County: Bladen
se
Checked By: DSE
Date: 07/11 /19
Sheet 3 of 12
ANAEROBIC WASTE LAGOON DESIGN 2ind STAGE 0t-D S,Tr
FARM INFORMATION IV
Farm Population:
Nursery:—
Wean to Finish: -------------------
8436 Hd.
Finishing: -------------------
0
Farrow to weanling:-------------------
0
Farrow to feeder: -------------------
0
Farrow to finish: -----------------
0
Boars: -------------------
0
Storage Period: -------------------
138 Days
25 Yr. / 24 Hr Storm Event ------------------
7.5 In.
"Heavy Rain" Factor Not Applicable Even if Value Shown
7.5 In.
Rainfall in Excess of Evaporation — -----------------
7 In.
Additional Water Usage: -- --- --------------
0
Additional Drainage Area: — --- -------------
102,000 S.F.
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape?
(YIN) ----------
N
Does Operator Want Emergency Spillway?
(YIN) -----------
N
Was This Design Built Prior to 9/96?
(YIN) -----------
Y
Is Drain Tile Req'd to Lower SHWT?
(YIN) ------------
N
Seasonal High Water Table Elev:----- --------------
98.70
Ft.
Freeboard: -------------------
1.0
Ft.
Emergency Spillway Flow Depth: Not Applicable Even if Value Shown
0.3
Ft.
Side Slopes: -- --- --------- -----
3
:1 (H:V)
Inside Top Length: -------------------
350.0
Ft.
Inside Top Width: -------------------
280.0
Ft.
Top of Dike Elevation: ----------------
Depth
111.80
Ft.
Finished Bottom Elevation: ----------------
10.00 Ft.
101.80
Ft.
Start Pump Elevation: — --- ----------
19.92 In.
110,14
Ft.
Stop Pump Elevation: ----------------
61.896 In.
106-64
Ft.
LAGOON VOLUME REQUIRED VOL.
DESIGN VOLUMES
% REQ'D.
Storm Stor = 61250 (Cu.Ft.)
61,483 (Cu.Ft.)
100.38%
Temporary = 298301 (Cu.Ft.)
299,172 (Cu.Ft.)
100,29%
Permanent = 0 (Cu.Ft.)
346,571 (Cu.Ft.)
Total Volume = 359,561 (Cu.Ft.)
707,226 (Cu.Ft.)
196.70%
90 Temporary Storage Volume Elevation = 107.44 Ft. 1 52.36 In.
Min. Required Liner Thickness — ----------------- 1.5 Ft.
Lagoon Surface Area: (Inside TOD)------------------- 98,000 S.F.
Murphy -Brown, LLC Engineering P.O. Box 856 ,Warsaw, NC 28396 [phone]

Grower: Bull Creekhouse siteDesigned y: KBW
Address, 0 Checked By: DSE
0 Date: 07/11/19
County: Bladen Sheet 4 of 12
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: Cu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.)
Area SF
101.80
63,800
102.00
64,413
103.00
67,524
104.00
70,706
105.00
73,961
106.00
77,287
107.00
80,685
108.00
84,156
109.00
87,698
110.00
91,313
111.00
94,999
111.80
98,000
Incr. Vol. (Cu. FT)
12,821
65,969
69,115
72,333
75,624
78,986
82,421
85,927
89,505
93,156
77,200
Cumul. Vol. (Cu. FT)
0
12,821
78,790
147,905
220,238
295,862
374,849
457,269
543,196
632,702
725,858
803,057
These volumes were calculated using the vertical average end area method
TOTAL READ VOL 1,093,390
CF
CUMULATIVE
VOL.
ZONE VOL. 196.70%
END PUMP = _ = 106.64
FT
346,571 CF
TR'MT
346,571
START PUMP = = 110.14
FT
645,743 CF
TEMP
299,172 100.29%
MAX STORAGE = 110.80
FT
707,226 CF
STORM
61,483 100.38%
Murphy -Brown, LLC Engineering P.O. Box 856 ,Warsaw, NC 28398 [phone]

Grower: Bull Creek (3 house site) Designed By: KBW
Address: 0 Checked By: DSE
0 Date: 07/11 /19
County: Bladen Sheet 5 of 12
MINIMUM REQUIRED VOLUME CALCULATIONS 1st STAGE
Permanent Stora-ge:
Required Treatment Volume:
Animal Type apacity ALW cu. . = Total
Nursery
0
30
1.00
0
Wean to Finish
8,436
115
1.00
970,140
Finishing
0
135
1.00
0
Farrow to weanling
0
433
1.00
0
Farrow to feeder
0
522
1.00
0
Farrow to finish
0
1,417
1.00
0
Boars
0
400
1.00
0
Total Required Treatment Volume (cu. ft.)=
Sludge Storage Volume:
970,140
Animal Type Capacity ALW (cu. ./lb) = ota
Nursery
0
30
0.00
0
Wean to Finish
8,436
115
0.00
0
Finishing
0
135
0.00
0
Farrow to weanling
0
433
0.00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
0
1,417
0.00
0
Boars
0
400
0.00
0
Total Kequireci siudge storage Volume (cu. ft.)=
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (102000 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 25Yr.124Hr. Storm Event (cu.ft)=
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (102000 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) _
(for Extended Periods of Chronic Rainfall)
0
63,750
Total Required Storm Storage
(25Yr. 124Hr. Storm +'Heavy Rain')= 63,750 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 970,140 (CU.FT)
TOTAL REQUIRED 1st STAGE VOLUME = 1033890 (CU.FT.)
w
0

Grower: Bull Creek (3 house site)
Address: 0
0
County: Bladen
Designed By: KBW
Checked By: DSE
Date: 07/11/19
Sheet 6 of 12
Temporary Storage Volume:
Manure Production:
pima ype
Capacity to. Period
= Total
Total Manure Production (cu.ft.)=
181,635
Excess Fresh Water:
Total Fresh Water Excess (gals.)=
0
Total Fresh Water Excess (cu.ft.)=
0
Murphy -Brown, LLC Engineering
P.O. Box 856, Warsaw NC 28398
(910) 293-343.
Nursery
0
138
0.30
0
Wean to Finish
8,436
138
1.17
1,358,627
Finishing
0
138
1.37
0
Farrow to weanling
0
138
4.39
0
Farrow to feeder
0
138
5.30
0
Farrow to finish
0
138
14.38
0
Boars
0
138
4.06
0
Nursery
0
138
0.00
0
Wean to Finish
8,436
138
0.00
0
Finishing
0
138
0.00
0
Farrow to weanling
0
138
0.00
0
Farrow to feeder
0
138
0.00
0
Farrow to finish
0
138
0.00
0
Boars
0
138
0.00
0

Grower: Bull Creek (3 house site) Designed By: KBW
Address: 0 Checked By: DSE
0 Date: 07/11 /19
County! Bladen Sheet 7 of 12
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area 1 st + Lagoon Area 2nd + Additional Drainage Area) * Rainfall / 12in./ft
Vol.= (102000 sq.ft. + 98000 sq.ft. + 0 sq.ft.) * 7.0 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 116,667
Storm Storage:
Vol.=(Lagoon Surface Area 1st + Lagoon Area 2nd + Additional Drainage Area * 25Yr./24Hr Storm(in.)/12in.I
Vol.= (102000 sq.ft + 98000 sq.ft. + 0 sq.ft.) * 7.5 in.
Total Required Volume for 25Yr.124Hr. Storm Event (cu.ft)= 61,250
"Heavy Rain" Storage:
Vol.=(Lagoon Surface Area 1st + Lagoon Area 2nd + Additional Drainage Area) * Heavy Rain Factor(in)/ 12in.
Vol.= (102000 sq.ft + 98000 sq.ft. + 0 sq.ft.) * 7.5 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
Total Required Storm Storage
(25Yr. / 24Hr. Storm +'Heavy Rain')= 61,250 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storac 298,301 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 0 (CU.FT)
TOTAL REQUIRED 2nd STAGE VOLUME = 359551 (CU.FT.)
Saw
0

Grower: Bull Creek (3 house site) Designed By: KBW
Address: 0 Checked By: DSE
0 Date: 07/11 /19
County: Bladen Sheet 8 of 12
LAGOON DESIGN SUMMARY 1st STAGE
Top of Dike Elevation ------------------
109.20
FT.
Emergency Spillway Crest Elevation -------------------
Not AF
Applicable
Top of 25Yr. 124Hr. Storm Storage -------------------
108.20
FT.
Top of "Heavy Rain" Storage -------------------
Not
Applicable
Start Pump Elevation -------------------
107.53
FT.
End Pump Elevation -------------------
107.20
FT.
Top of Sludge Storage -------------------
Not
Applicable
Seasonal High Watertable Elev.-------------------
98.70
FT.
Finished Bottom Elevation -------------------
99.50
FT.
Inside Top Length -------------------
300.00
FT.
Inside Top Width ------------------
340.00
FT.
Side Slopes ------------------
3.0:1
H:V
Lagoon Surface Area ------------------
102,000
SF
Min. Liner Thickness (if required) -------------------
1.5
FT.
Freeboard Depth ------------------
1.00
FT.
Temporary Storage Period ------------------
138 Days
Zone Depths:
TOTAL DESIGN VOLUME = 719960 (CU.FT.)
Treatment 1 Sludge Storage Zone Depth ---------- 7.7 FT.
Temporary Storage Zone Depth ----------- 0.3 FT.
Freeboard I Storm Storage Zone Depth --- ------- 1.7 FT.
Total Lagoon Depth ----------- 9.7 FT.
u

Grower: Bull Creek (3 house site) Designed By: KBW
Address: 0 Checked By: DSE
0 Date: 07/11/19
County: Bladen Sheet 9 of 12
LAGOON DESIGN SUMMARY 2nd STAGE
Top of Dike Elevation -------------------
111.80
FT.
Emergency Spillway Crest Elevation -------------------
Not
Applicable
Top of 25Yr. 124Hr. Storm Storage -------------------
110.80
FT.
Top of "Heavy Rain" Storage -------------------
Not
Applicable
Start Pump Elevation -------------------
110.14
FT.
End Pump Elevation -------------------
106.64
FT.
Top of Sludge Storage -------------------
Not
Applicable
Seasonal High Watertable Elev.-------------------
98.70
FT.
Finished Bottom Elevation -------------------
101.80
FT.
Inside Top Length -------------------
350.00
FT.
Inside Top Width -------------------
280.00
FT.
Side Slopes — -----------------
3.0:1
H:V
Lagoon Surface Area -------------------
98,000
SF
Min. Liner Thickness (if required) -------------------
1.5
FT.
Freeboard Depth -------------------
1.00
FT.
Temporary Storage Period — -----------------
138
Days
Zone Depths:
TOTAL DESIGN VOLUME = 707226 (CU.FT.)
Treatment I Sludge Storage Zone Depth ----------- 4.8 FT.
Temporary Storage Zone Depth ----------- 3.5 FT.
Freeboard 1 Storm Storage Zone Depth ----------- 1.7 FT.
Total Lagoon Depth ---------- %0 FT.
15

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Grower: Bull Creek (3 house site)
Address: 0 Checked By:
0 Date:
County: Bladen Sheet 12 of 12
This livestock waste treatment lagoon is designed in accordance with the North Carolina
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
NOTE: See attached Waste Utilization Plan .� Q• ��
Q , •OF�SS��.
SEAL
DESIGNED: 023994 -
DATE: `+
E
COMMENTS:
This design is update of start and stop pump elevations and to show the 112
treatment volume level for sludge storage. This design does not supercede the
original certification of the farm.
Murphy -Brown, LLC Engineerinq
w NC 28398
KBW
DSE
07/11/19
[phone]

Murphy -Brown, LLC
Grower(s):
Farm Name:
7/24/2019 2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
NUTRIENT UTILIZATION PLAN
Bull Creek Farms, LLC
Bull Creek Farms, LLC; AWS090173
County: Bladen
Permit Capacity:
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Wean to Finish 14060
Feeder to Finish
Gilts
Boars
Storage Structure: Anaerobic
Storage Period:
Application Method:
>180 days
Irrigation
Lagoon
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.
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 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
gallyr
Farrow to Feeder
3861 gallyr
gallyr
Farrow to Finish
10478 gallyr
gallyr
Wean to Feeder
191 gallyr
gallyr
14060
Wean to Finish
776 gallyr
10,910,560 gallyr
Feeder to Finish
927 gallyr
gallyr
Gilts
1015 gallyr
gallyr
Boars
2959 gallyr
gallyr
Total 10,910,560 gallyr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (lbs):
Capacity Type Nitrogen Produced per Animal Total
Farrow to Wean
3.84 Ibs/yr
Ibs/yr
Farrow to Feeder
6.95 Ibslyr
Ibslyr
Farrow to Finish
18.86 Ibslyr
Ibslyr
Wean to Feeder
0.34 Ibslyr
Ibslyr
14060
Wean to Finish
1.4 Ibslyr
19,684 Ibstyr
Feeder to Finish
1.67 Ibslyr
Ibstyr
Gilts
1.83 Ibslyr
Ibslyr
Boars
5.33 Ibslyr
Ibslyr
Total 19,684 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: 109.94
Total N Required 1st Year: 28330.27
Total N Required 2nd Year: 0.00
Average Annual Nitrogen Requirement of Crops: 28,330.27
Total Nitrogen Produced by Farm: 19,684.00
Nitrogen Balance for Crops: (8,646.27)
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
A
Barley
B
Grazed Hybrid Bermudagrass
C
Hybrid Bermudagrass Hay
B/C
Comb. Hybrid Bermudagrass
D
Corn - Grain
E
Corn - Silage
F
Cotton
G
Grazed Fescue
H
Fescue Hay
I
Oats
J
Rye
K
Grazed Overseed
L
Overseed Hay
M
Grain Sorghum
N
Wheat
O
Soybean
P
Pine Trees
S
Small Grain
CC
Cover Crop
Description -'Harvested As
Grain Crop
Pasture/Grazed
Hay
Graze/Hay Combination
Grain Crop
Silage
Cotton Lint
Pasture/Grazed
Hay
Grain Crop
Grain Crop
Pasture/Grazed (Seeded in Bermudagrass)
Hay (Seeded in Bermudagrass)
Grain Crop
Grain Crop
Grain Crop
Pine Trees
Grain Crop/ Hay (After Grain Crop)
Not Harvested; Burned/Disked In
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed may, and most likely will be, more than the acres shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
4of11

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications
PANT rlanimal Farm Totall r
Farrow to Wean
0.8
Farrow to Feeder
0.96
Farrow to Finish
3.9
Wean to Feeder
0.07
14060 Wean to Finish
0.27 3796.2
Feeder to Finish
0.34
Gilts
0.39
Boars
0.55
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 3796.2 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 18981 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 63 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 151.848 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
Fox Fire
1
WgB
C
0.75
1
Fox Fire
2
WgB
BIC
0.75
1
Fox Fire
3A
WgB
BIC
0.75
1
Fox Fire
3B
WgB
BIC
0.75
1
Fox Fire
4A
WgB
BIC
0.75
1
Fox Fire
4B
WgB
BIC
0.75
1
Fox Fire
5A
WgB
BIC
0.75
1
Fox Fire
5B
WgB
BIC
0.75
1
Fox Fire
6
WgB
BIC
0.75
1
Fox Fire
7
LaB
BIC
0.75
1
Fox Fire
8
LaB
BIC
0.75
1
Fox Fire
9
LaB
BIC
0.75
1
Fox Fire
10
LaB
BIC
0.75
1
Fox Fire
11
Ce
BIC
0.75
1
Fox Fire
12
Ce
BIC
0.75
1
Fox Fire
13A
Ce
BIC
0.75
1
Fox Fire
13B
Ce
BIC
0.75
1
Fox Fire
14
Ce
BIC
0.75
1
Fox Fire
15
Ce
BIC
0.75
1
Fox Fire
16
WgB
BIC
0.75
1
Fox Fire
17
WgB
BIC
0.75
1
Fox Fire
18
WgB
BIC
0.75
1
Fox Fire
19
WgB
BIC
0.75
1
Fox Fire
20
Ce
C
0.75
1
Fox Fire
21
Ce
C
0.75
1
Fox Fire
22
BuA
C
0.6
1
Fox Fire
23
BuA
C
0.6
1
Fox Fire
24A
BuA
C
0.6
1
Fox Fire
24B
BuA
C
0.6
1
Fox Fire
25
WgB
BIC
0.75
1
Fox Fire
Sub 1
WgB
C
0.75
1
Fox Fire
Sub 2
WgB
BIC
0.75
1
Fox Fire
Sub 3
WgB
BIC
0.75
1
Fox Fire
Sub 4
Ce
BIC
0.75
1
Fox Fire
Sub 4A
LaB
BIC
0.75
1
Fox Fire
Sub 5
BuA
C
0.6
1
Fox Fire
Sub 6
Ce
C
0.75
1
n above may be applie,
:ations made during the
otal of 25 Ibs.lac PAN I
p Management Practic,
for more detailed inf+
6of11

Additional Comments:
This plan revised to show a crop change for fields 2, 3, 4 & 4A from bermuda
razed to bermuda hay/graze combination and fields 1, 5 & 6 from bermuda
razed to bermuda hay. Also, the overseed rate for fields 2, 3, 4 & 4A changed
from 50 Ibs. PANIac to 75 Ibs. PANIac and will be applied to in accordance
with the note on page 3(a) and the attached memo "Updated Crop Management
Practices for Bermuda Winter Qverseed".
The overseed for fields 1, 5 & 6 will remain at the current 50 Ibs. PANIac with
an application window of Sept -April.
Pulls 7-10 and subfield 4A are leased land. Waste utilization agreement is
attached.
This plan dated 7/24/2019, revised to show a change in animal type from
4,400 Wean to Feeder and 11,000 Feeder to Finish to 14,060 Wean to Finish.
No crop changes were made.
7of11

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm:
Owner:
Manager:
Owner/Manager Agreement:
Bull Creek Farms, LLC; AWS090173
Bull Creek Farms, LLC
Ilwe 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. Ilwe 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
Signature:
Creek Farms, LLC
Name of Manager (if different from*ner):
Signature:
Name of Technical Specialist: M. Kevin Weston
Affiliation: Smithfield Hog Production Division
Address: 2822 Hwy 24 West, PO Drawer 856
Warsaw, NC 28398
Telephone: [phone]
Signature:
8of11
I9
Date
Y

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.
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).
Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the land application field.
6 When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland. When waste is applied to conservation tilled
crops or grassland, the waste may be broadcast provided the application does not occur
during a season prone to flooding (See "Weather and Climate in North Carolina" for
guidance).
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control odor and
flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
9 of 11

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

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

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Animal Waste Utilization Agreement
Bull Creek Farms LLC
1, Smithfield Hog Production, hereby give Bull Creek Farms LLC
permission to apply animal waste from the waste utilization system on
24 acres of my land for the duration of time specified below.
This agreement includes permission for grazing cattle on the 24 acres at a cost of
5600.00/year due on January 1 of each year for the term of this agreement
1 understand that this waste contains nitrogen, phosphorous, and other trace
elements and when properly applied should not hann my land or crops. i also
understand that the use of waste will reduce my overall needs for commercial
fertilizer, and that Nitrogen limitations exist based on individual farm Waste
Utilization Plans. After the completion of animal waste application, Bull Creek
Farms LLC shall provide Smithfield Hog Production with a Nitrogen total of
animal waste derived nutrients vs. remaining nutrients allowed in the Waste
Utilization Plan.
This lease will stand year over year after the end of the lease agreement, unless
Snvthfield IIPD provides written notification no later than 90 days from
termination date.
Lancio«ner;
Smithfield Flog Pro tion
Date. 01/05/2018
Fechnical Representati
Date:
Term of Agreement 01/01,12019 to 12/31/2021

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

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