820214_Permit Renewal Application 2019_20190410

1
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered. Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 82-0214
2. Facility Name: Swain Farm
3. Landowner's Name (same as on the Waste Management Plan):
4. Landowner's Mailing Address: PO Box 223
Certificate Of Coverage Number: AWS820214
Warren Farming Company
City: Newton Grove State: NC Zip: 28366
Telephone Number: 910-594-1701 Ext. E-mail: D n
5. Facility's Physical Address: ` � ,Z�Ir 1� /lwy durX
City: Clinton State: NC ��• ���ffflli ••�L�Ziip:__ 28329 v"
6. County where Facility is located: Sampson
7. Farm Manager's Name (if different from Landowner):
8. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"):
10. Operator Name (OIC): Brandon L. Warren -
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type
Swine - Feeder to Finish
Ooeration Types:
Rupert Gerald Warren
910-594-1701 Ext.
Murlhy-Brown LLC
Phone No.: 910-385-5095 OIC #: 19126
Allowable Count
7,240
Swine
Cattle
Dry Poultry
Other Types
Wean to Finish
Dairy Calf
Non Laying Chickens
Horses - Horses
Wean to Feeder
Dairy Heifer
Laying Chickens
Horses - Other
Farrow to Finish
Milk Cow
Pullets
Sheep - Sheep
Feeder to Finish
Dry Cow
Turkeys
Sheep - Other
Farrow to Wean
Beef Stocker Calf
Turkey Pullet
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Wet Poultry
Gilts
Other
Non Laying PulletLINK
9'p�yt �►� F{
Other
Layers
_
APR 0
wept tr W111Y
WOW ^ A,�Seaton

ROY COOPER
Governor
MICI TAEL S. REGAN
Seerwary
LINDA CULPEPPER
bt a'lo€
r
NORTH CAROLINA
EnvlronmentafQuality
February 27, 2019
Warren Farming Company
Swain Farm
PO Box 223
Newton Grove, NC 28366
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available
at ht ://d .nc.e.ov/about/divisions/water-resources/water-t ualitt -rep ional-o erations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure tour continued coverage under the State Non -Discharge General Permits. you must submit an application for
permit coverage to the Division. Enclosed N on will find a "Request for Certificate of Coverage Facility Currentl • Covered br an
Expiring State Non -Discharge General Permit." The application form must be completed. signed and returned bt April 3. 2019.
Please note that you must include one ill coop' of the Certified Animal Waste Management Plan ICAWMPI with the
com leted and signed agglication form. A list of items included in the CAWMP can be found on page 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
S incerely,
A 47 _'�
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc (w/o enclosures): Fayetteville Regional Office, Water Quality Regional Operations Section
Sampson County Soil and Water Conservation District
AFOG Section Central Files-.AWS820214
Murphy -Brown LLC
—T horn osrc Q:a ty I D*vsa ofk.aterRes--roes
Eli N. Sa sbLr% St. 1165E N's Sett ze Zerter I Rta egt, North "a:a'^a 27S33.1536
919.7a7 a:3:

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated Liner Type
Estimated
Design Freeboard
Structure Date (Clay, Synthetic.
Capacit<
Surface Area
'Redline"
Name Built Unknovm)
(Cubic Feet)
(Square Feet)
(Inches)
#14
19.00
#15
19.00
#16
19.00
#17
19.00
#18
19.00
#19
22.60
SWAIN 1 7 f�
�(067f
A73t
19.00
SWAIN 2
-
19.00
SWAIN
-2Q �.Z
19.00
SWAIN 5
G ��U
36, AX5—
19.00
SWAIN 7
2 3 'i ;1AP
yZ y %L' '"�
19,00
SWAIN 9 It f,4
e�
i
19.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAN'MP) with this
completed and
signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
I. The most recent Waste Utilization Plan (WUP). signed by the owner and a certified technical specialist. containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection. etc.)
b. A map of ever}, field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist wvith 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 sore the above table is accurate and
complete. Also provide any site evaluations. wetland determinations. or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list. please include the additional components with your submittal.
(e.g. composting. digesters. waste transfers. etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWM1IP items above to: 2019PcrmitRenewal'ancdenr.go�-
JMC8VWX6,K; 1WR
IAPR 0 lu �??9
wot?n: Quality
ion�l cat, �Yin iect(on

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 143-215.6B, .any person. who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing` Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):
Name:
A00'_
Signature: Date:
Name:
Signature:
Name:
Signature:
Title:..
Date:
Title:
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: [e-mail]
I EGEIVc Ttf ?"UZXD R
APR 0 3 2019
W.--r Quality
"02101181000rations Section
FORM: RENEWAL -STATE GENERAL 0212019

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
#14
19.00
# 15
19.00
#16
19.00
# 17
19.00
# 18
19.00
# 19
22.60
SWAIN 1
65,340.00
19.00
SWAIN 2
65,340.00
19.00
SWAIN 3
65,340.00
19.00
SWAIN 5
65,340.00
19.00
SWAIN 7
65,340.00
19.00
SWAIN 9
108,900.00
19.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.1OC(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed by the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

Murphy: Brown, LLC 9/19/2011 2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
NUTRIENT UTILIZATION PLAN
Grower(s):
Farm Name:
Gerald Warren
Gerald Warren's - Swain Farm
County: Sampson
Farm C aci :
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Feeder to Finish 7240
biorage Structure:
Storage Period:
Application Method:
Anaerobic Lagoon
>180 days
Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent pollutiori.
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-Butrient. 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 DWQ 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, fe, tcns, etc.):
Capacity Type Waste Produced per Animal Total
Farrow to Wean
3212 gal/yr
gavyr
Farrow to Feeder
4015 gal/yr
gal/yr
Farrow to Finish
10585 gal/yr
gav
Wean to Feeder
223 gaVyr
gal/yr
7240
Feeder to Finish
985 gal/yr
7,138,640 gaVyr
Total 7,138,640gal/yr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (ibs):
Capacity TM2 NW en Produced per Animal Total
Farrow to Wean
5.4 Ibstyr
Ibs/yr
Farrow to Feeder
6.5 Ibs/yr
Ibs/yr
Farrow to Finish
26 Ibs/yr
Ibstyr
Wean to Feeder
0.48 ibs/yr
Ibs/yr
7240
Feeder to Finish
2.3 Ibsfyr
16,652 Ibs/yr
Total . 16,652 lbsJyr
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: 74.69
Total N Required 1st Year: 22400.75
Total N Required 2nd Year: 19111.25
Average Annual Nitrogen Requirement of Crops: 20,756.00
Total Nitrogen Produced by Farm: 16,652.00
Nitrogen Balance for Crops: (4,104.00)
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

3(a) of 11

3(b) of I

Totals. 74.69 __. 16141.75 _ 29M5 19111.251
3(b) of 11

This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields ( i.e. small grain, etc, interseeded in bertnuda), 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 definately interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small 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 out to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code
Crop
Lbs N utilized / unit yield
A
Barley
1.6 lbs N / bushel
B
Hybrid Bermudagrass - Grazed
50 lbs N / ton
C
Hybrid Bermudagrass - Hay
50 lbs N / ton
D
Com - Grain
1.25 lbs N / bushel
E
Com - Silage
\
12 lbs N / ton
F
Cotton
0.12 lbs N / lbs lint
G
Fescue - Grazed
50 lbs N / ton
H
Fescue - Hay
50 lbs N / ton
I
Oats
1.3 lbs N / bushel
J
Rye
2.4 lbs N / bushel
K
Small Grain - Grazed
50 lbs N / acre
L
Small Grain - Hay
50 lbs N / acre
M
Grain Sorghum
2.5 lbs N / cwt
N
Wheat
2.4 lbs N / bushel
O
Soybean
4.0 lbs N / bushel
P
Pine Trees
40 lbs N / acre / yr
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers, filter ships 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
PANryr/animal Farm TotaV rr
Farrow to Wean
0.84
Farrow to Feeder
1
Farrow to Finish
4.1
Wean to Feeder
0.072
7240 Feeder to Finish
0.36 2606.4
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 2606.4 pounds of plant available nitrogen per year will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
If you remove the sludge every 5 years, you will have approximately 13032 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 43 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 104.256 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.
Soli
Application Rate
Application Amount
Tract
Hydrant
Type
Crop
h1hr
* Inches
owned
1
Norfolk
C
0.5
1
owned
2
Wagram
C
0.6
1
owned
3
Blanton
C
0.35
1
owned
4A1
Blanton
C
0.35
1
owned
4A2
Blanton
C
0.35
1
owned
4B1
Blanton
C
0.35
1
owned
4B2
Blanton
C
0.35
1
owned
5
Blanton
C
0.35
1
Leased
6A
Norfolk
O
0.51
1
Leased
6B
Norfolk
O
0.5
1
Leased
6C
Norfolk
O
0.5
1
Leased
6D
Norfolk
O
0.5
1
Leased
6E
Norfolk
O
0.5
1
Leased
6F
Norfolk
O
0.5
1
6 of 11

Additional Comments:
Small Grain overseed is optional.
7 of 11

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm:
Owner:
Manager:
Owner/Manager Agreement:
Gerald Warren's - Swain Farm
Gerald Warren
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. Uwe 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 DWQ before the new
animals are stocked.
I/we understand that I must own or have access to equipment, primarily irrigation equipment,.
to land applythe animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facility Owner: Gerald Warren
Signature:
Name of Manager rd different from owner):
Signature:
Name of Technical Specialist: Toni W. King _
Affiliation: Murphy -Brown, LLC.
Address: 2822 Hwy 24 West, PO Drawer 856
Warsaw, NC 28398
Telephone: [phone]
Signature:
Date
Date
Q - Nck,'Zo t �
Date
B of 11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
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. Flan
when there is a change in the operation, increase in the number of animals, method of
application, recievinq 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, MRCS 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.
EZlffi]

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
- (continued)
17 A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc.,
are limited to areas where considered appropriate. Lagoon areas should be kept mowed
and accessible. Berms and structures should be inspected regularly for evidence of
erosion, leakage, or discharge.
18 If animal production at the facility is 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.

Sampson County FSA W6110111a WGIMMIFINIMUN
Restricted We or qmMc determination ofthe emu. Refec-to your odgin;,
determination (CPA-026 and affachad maps) for exact -land Acres I: C.
Farm 18046.Tract 10675 United Rox1rictions boundaries and dolewm kafts. or coded MRCS,
-07
j,xadl-land Acres'
5 R2 4.86
3 2.15
15.24
13. 2 21
PPP
MW
2 -T"d4
- 31
0 300 600 900 1200 Feet
to PIq
Map for FSA purposes only,
Total Cropland Acres

NE FARM WASTE MANAGEMENT ODOR CnNTR
Source
Cause
BMP's to Minimize Odor Site Specific Practices
Farmstead
Swine production
( egetative or wooded buffers;
(9,Y iecommended best management
practices;
( Good judgment and common sense
Anima( body surfaces
Dirty manure -covered animals
W6ry floors
Floor surfaces
Wet manure -covered floors
(Wflotted floors;
"aterars located over slotted floors,-
( ) Feeders at high end of solid floors;
(crape manure buildup from floors;
( ) Underfloor ventilation for drying
Manure collection pits
Urine
(y requent manure removal by flush.pit
recharge,orscraps
Parital micorbial decomposition
(} Underfloor ventilation
Ventilation exhaust fans
Volatile gases;
W-fan maintenance;
Dust
(Ifficient air movement
Indoor surfaces
Dust
Nashdown between groups of animals
( ) Feed additives;
(•)'Feeder covers;
(44eed delivery downspout extenders to
feeder covers
Flush tanks
Agitation of recycled lagoon
Plush tank covers
liquid whiles tanks are filling
(} Extend fill lines to near bottom of
tanks with anti -siphon vents
Flush allays
Agitation during wastewater
(411nderfloor flush with underfloor
conveyanance
ventilation
Pit recharge points
Agitation of recycled lagoon
-`xtend rechard lines to near bottom of
liquid while pits are filling
pits with anti -siphon vents
Lift stations
Agitation during sump tank filling
()Sump tank covers
and drawdown
Outside drain collection
Agitation during wastewater
() Box covers
or junction boxes
conveyance
End of drainpipes at lagoon
Agitation during wastewater
Extend discharge point of pipes
underneath lagoon liquid level
Lagoon surfaces
Volatile gas emissions
(6)oProper lagoon liquid capacity
Biological mixing
(WCorrect lagoon startup procedures
Agitation
WMinimum surface area -to -volume ratio
(r,)'fAinimum agitation when pumping
( ) Mechanical aeration
(01roven biological additives
Irrigation sprinkler nozzles High pressure agitation (6rrigate on dry days with little or no wind
Wind draft Wf'Minimum recommended operation pressure
(Wl:�ump intake near lagoon liquid surface
t) Pump from second -stage lagoon
AMOC—November 11, 1996

Storage tank or basin Partial microbial decomposition () Bottom or midlev all loading
surface Mixing while filling () Tank covers
Agitation when emptying (1 Basin surface mats of solids
( ) Proven biological additives or oxidants
Settling basin surface
'Extend drainpipe outlets underneath liquid
level
() Remove settled solids regularly
Manure, slurry or sludge Agitation when spreading
()Soil injection of slurry/sludges
spreader outlets Volatile gas emissions () Wash residual manure from spreader after use
l) Proven biological additives or oxidants
Uncovered manure, slurry Volatile gas emissions while drying ( ) Soil infection of slurry/sludges
or sludge on field surfaces ( ) Soil incorporation within 48 hours
( 1 Spread in thin uniform layers for rapid drying
() Proven biological additives or oxidants
Partial micobial decomposition
Mixing while filling
Agitation when emptying
Dead animals Carcass decomposition raper disposition of carcasses
Dead animal disposal Carcass decomposition Y-ttomptete covering of carcasses in burial
pits
pits "Iroper location/construction of disposal pits
Incinerators Incomplete combustion ( ) Secondary stack burners
Standing water around Improper drainage #4rade and landscape such that water drains
facilities
Microbial decomposition of away from facilities
organic matter
Manure tracked onto public Poorly maintained access roads Ir}'1rarm access road maintenance
roads from farm access
Additional Information:
Swine Manure Management; 0200 Rule/BMP Packet
Available From:
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet
NCSU-County Extension Center
Swine Production Facility Manure Management: Pit Recharge —Lagoon Treatment; EBAE 128-88
NCSU-BAE
Swine Production Facility Manure Management: Underfloor Ruse —Lagoon Treatment; EBAE 129-88
NCSU-BAE
Lagoon Desig and Management for Livestock Manure Treatment and Storage; EBAE 103-83
NCSU-BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33
NCSU-BAE
Environmental Assuranc Program: NPPC Manual
NCSU-Swine Extension
Options for Managing Odor; a report from the Swine Odor Task Force
NC Pork Produces Assoc
Nuisance Concerns in Animal Manure Management: Odors and Flies; PR0107, 1996 Conference Proceedings
Florida CooperatvenExtension
The issues checked ( ) pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
odor control measures as practical.
I certify the aforementioned odor control Best Managment Practices have been reviewed with me.
AMQC--November 11, 1996

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source
Cause
BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters
Accumulation of solids
{) Flush system is designed and operated
sufficiently to remove accumulated
from gutters as designed.
/sollds
i�/ Remove bridging of accumulated solids at
discharge
Lagoons and Pits
Crusted Solids
.ntain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30% of surface.
Excessive Vegetative
Decaying vegetation
aintain vegetative control along banks of
Growth
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders
Faed Spillage
esign, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the accumulation
of decaying wastage.
lean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulations of feed residues
Animal Holding Areas Accumulations of animal wastes
and feed wastage
AMIC»November 11, 1996
(seduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
(Wnspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
(�i'`liminate low area that trap moisture along fences
and other locations where waste accumulates and
Viand disturbance by animals is minimal.
"aintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e. inspect for and remove or break up accumulated
solids as needed).

EMERGENCY ACTION ]PLAN
PHONE NUMBERS
DWQ 910 4 86 / sw
EMERGENCY MANAGEMENT SYSTEM _ 9 // _
SWCD 9/0 59.2 - 7963
NRCS 9ro 69,z - P963
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 Iagoon 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 Ieaks 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.
December 18. 1996

e. Repair all leaks prior to restarting pumps.
E: Leakage from base or sidewall of lagoon. Often this is seepage as opposed to
flowing leaks- possible action:
a. Dig a small sump or ditch 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 duration?
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'91-0 ass; '�l 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 Iocal Health Department.
d. Contact CES, phone number s"6 ; local SWCD office phone number? -7963
and Iocal NRCS office for adviceltechnical assistance phone number -sue'.
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.
a. Contractors Name:
b. Contractors Address:
c. Contractors Phone:
2 December 18, 1996

6: Contact the technical specialist who certified the lagoon (N-RCS, Consulting
Engineer, etc.)
a. Name:
b. Phone:
7: Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste management plan to
keep problems with release of wastes from happening again.
10
December 18. 1996

Version —November 26, 2018
Mortality Management Methods
g,�-aI
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
Q 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.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
a A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
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).
a Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
//
Signature of Farm Owner/Manager
Signature of Technical Specialist
Date
3- / Lf
Date

42-2i(e
(;rower: Swam 3 Primary & 1 Secondary Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date:
County: Sampson Sheet 1 of 12
09/22/09
ANAEROBIC WASTE LAGOON DESIGN 1st STAGE
FARM INFORMATION
Farm Population:
Nursery: ------------------- 0
Wean to Finish: ------------------- 0
Finishing: ------------------- 1080 Hd.
Farrow to weanling:------------------- 0
Farrow to feeder: ------------------- 0
Farrow to finish: ------------------- 0
Boars: ------------------- 0
Storage Period: ------------------- 112 Days
25 Yr. / 24 Hr Storm Event ------------------- 7.0 In.
"Heavy Rain" Factor
Rainfall in Excess of Evaporation ------------------- 3.5 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 9/96?
(Y/N)------------
Y
Is Drain Tile Req'd to Lower SHWT?
(Y/N)------------
N
Seasonal High Water Table Elev:-------------------
0.00
Freeboard: -------------------
1.0
Ft.
Emergency Spillway Flow Depth:
Side Slopes: -------------------
2
:1 (H:V)
Inside Top Length:
228.0
Ft.
Inside Top Width:
89.0
Ft.
Top of Dike Elevation: ----------------
Depth
50.00
Ft.
Finished Bottom Elevation- ----------------
10.00 Ft.
40.00
Ft.
Start Pump Elevation: ----------------
19.8 In.
48.35
Ft.
Stop Pump Elevation: ----------------
19.8 In.
48.35
Ft.
Additional Permanent storage provided in 2nd stage
LAGOON VOLUME REQUIRED VOL. DESIGN VOLUMES % REQ'D.
Storm Star = 11837 (Cu.Ft.)
Temporary = 0 (Cu.Ft.)
Permanent = 145800 (Cu.Ft.)
Total Volume = 157,637 (Cu.Ft.)
1/2 Treatment Volume =
1/2 Treatment Volume Elevation =
Min. Required Liner Thickness
Lagoon Surface Area: (Inside TOD)
11,980 (Cu.Ft.) 101.20%
0 (Cu.Ft.)
113,235 (Cu.Ft.) 77.66%
125,214 (Cu.Ft.) 79.43%
72,900 (Cu.Ft.)
44.55 Ft.
1.5 Ft.
20,292 S.F.
Murphy -Brown, LLC Engineering P.O. Box 856 ,Warsaw, NC 28398 [phone]

urower: Swain 3 rrimary & 1 Secondary
Address: PO Box 856
1 Warsaw, NC 28398
County: Sampson
BASE VOLUME:
-jesignea tsy: 1�1tbvv
Checked By: DSE
Date: 09/22/09
Sheet 2 of 12
ACTUAL DESIGN VOLUME CALCULATIONS
OCu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Elevation FT.
Area SF
40.00
9,212
41.00
10,176
42.00
11,172
43.00
12,200
44.00
13,260
45.00
14,352
46.00
15,476
47.00
16,632
48.00
17,820
49.00
19,040
50.00
20,292
Incr. Vol. (Cu. FT)
9,694
10,674
11,686
12,730
13,806
14,914
16,054
17,226
18,430
19,666
Cumul. Vol. (Cu. FT
0
9,694
20,368
32,054
44,784
58,590
73,504
89,558
106,784
125,214
144,880
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL
157,637
CF
CUMULATIVE
VOL.
ZONE VOL.
79.43%
END PUMP = = = =
48.35
FT
113,235 CF
TR'MT
113,235
77.66%
START PUMP = =:
48.35
FT
113,235 CF
TEMP
0
MAX STORAGE =
49.00
FT
125,214 CF
STORM
11,980
101.20%
Murphy -Brown, LLC Engineering P.O. Box 855, Warsaw, NC 28398 [phone]

urower: Swain 6 rrimary & 1 Secondary Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 09/22/09
County: Sampson Sheet 3 of 12 _
ANAEROBIC WASTE LAGOON DESIGN 2nd STAGE
FARM INFORMATION
Farm Population:
Nursery: -------------------
0
Wean to Finish: -------------------
0
Finishing: -------------------
1870 Hd.
Farrow to weanling:-------------------
0
Farrow to feeder: -------------------
0
Farrow to finish: -------------------
0
Boars: -------------------
0
Storage Period: -------------------
112 Days
25 Yr. / 24 Hr Storm Event -------------------
7 In.
"Heavy Rain" Factor
0
Rainfall in Excess of Evaporation -------------------
3.5 In.
Additional Water Usage: -------------------
0
Additional Drainage Area: -------------------
20,292 S.F.
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 9/96?
(Y/N)
------------
Y
Is Drain Tile Req'd to Lower SHWT?
(Y/N)
------------
N
Seasonal High Water Table Elev:-------------------
0.00
Freeboard: -------------------
1.0
Ft.
Emergency Spillway Flow Depth:
Side Slopes: -------------------
1.5
:1 (H:V)
Inside Top Length:
139.0
Ft.
Inside Top Width:
89.0
Ft.
Top of Dike Elevation: ----------------
Depth
50.00
Ft.
Finished Bottom Elevation: ----------------
11.00
Ft.
39.00
Ft.
Start Pump Elevation: ----------------
19.68
In.
48.36
Ft.
Stop Pump Elevation: ----------------
78.96
In.
43.42
Ft.
LAGOON VOLUME REQUIRED VOL.
DESIGN VOLUMES
% REQ'D.
Storm Stor = 7216 (Cu.Ft.)
7,275
(Cu.Ft.)
100.81 %
Temporary = 47887 (Cu.Ft.)
48,081
(Cu.Ft.)
100.41 %
Permanent = 0 (Cu.Ft.)
31,319
(Cu.Ft.)
Total Volume = 55,103 (Cu.Ft.)
86,675
(Cu.Ft.)
157.30%
90 Temporary Storage Volume Elevation = 44.33 Ft. 1 67.99 In.
Min. Required Liner Thickness ------------------- 1.6 Ft.
Lagoon Surface Area: (inside TOD)------------------- 12,371 S.F.
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw, NC 28398 [phone]

(3rower: Swain �3 Nrimary & 1 Secondary
Address: PO Box 856
Warsaw, NC 28398
County: Sampson
.)esignea by: KbVV
Checked By: DSE
Date: 09/22/09
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)
39.00
5,936
0
40.00
6,431
6,184
6,184
41.00
6,944
6,688
12,871
42.00
7,475
7,210
20,081
43.00
8,024
7,750
27,830
44.00
8,591
8,308
36,138
45.00
9,176
8,884
45,021
46.00
9,779
9,478
54,499
47.00
10,400
10,090
64,588
48.00
11,039
10,720
75,308
49.00
11,606
11,368
86,676
50.00
12,371
12,034
98,709
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL
200,264
CF
CUMULATIVE
VOL.
ZONE VOL.
END PUMP = = = =
43.42
FT
31,319 CF
TR'MT
31,319
START. PUMP = =:
48.36
FT
79,400 CF
TEMP
48,081
MAX STORAGE =
49.00
FT
86,675 CF
STORM,
7,275
157.30%
100.41 %
100,81 %
Murphy -Brown, LLC Engineering P.O. Box 856 ,Warsaw, NC 28398 [phone]

Grower: Swain 3 Primary & 1 Secondary Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 09/22/09
County: Sampson Sheet 5 of 12
MINIMUM REQUIRED VOLUME CALCULATIONS 1st STAGE
Permanent Storacie:
Required Treatment Volume:
Animal Type Capacity ALW (cu.ft./lb) = Total
Nursery
0
30
1.00
0
Wean to Finish
0
115
135
1.00
1.00
0
145,800
Finishing
1,080
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.)= 145,800
Sludge Storage Volume:
Animal Type Capacity ALW * cu.ft./lb) = Total
Nursery
0
30
0.00
0
Wean to Finish
0
115
0.00
0
Finishing
1,080
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 1,417-1
0.00
1 0
Boars
0
400
1 0.00
0
Total Required Sludge Storage Volume (cu. ft.)= 0
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (20292 sq.ft + 0 sq.ft.) * 7.0 in. /12 in./ft.
Total Required Volume for 25Yr./24Hr. Storm Event (cu.ft)= 11,837
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (20292 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)
Total Required Storm Storage
(25Yr. / 241-1r. Storm +'Heavy Rain')= 11,837 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 145,800 (CU.FT)
TOTAL REQUIRED 1st STAGE VOLUME = 157637 (CU.FT.)

Grower: Swain 3 Primary & 1 Secondary
Address: PO Box 856
Warsaw, NC 28398
Countv: Sampson
Temporary Storage Volume:
Manure Production:
Designed By: KBVI
Checked By: DSE
Date:
Sheet 6 of 12
Animal Type Capacity' Sto. Period = Total
Nursery
0
112
0.30
0
Wean to Finish
0
112
1.17
0
Finishing
1,870
i 112
1.37
286,933
Farrow to weanling
0
112
4.39
0
Farrow to feeder
0
112
5.30
0
Farrow to finish
0
112
14.38
0
Boars
0
112
4.06
0
i otai iwanure vroauction (gals.)= 286,933
Total Manure Production (cu.ft.)= 38,360
Excess Fresh Water:
Animal Type Capacity " Sto. Period = Total
Nursery
0
112
0.00
0
Nursery
0
112
0.00
0
Finishing
1,870
112
0.00
0
Farrow to weanling
0
112
0.00
0
Farrow to feeder
0
112
0.00
0
Farrow to finish
1 0
112
0.00
0
Boars
1 0
112
0.00
0
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=
LLC Engineering P.O. Box 856, Warsaw NC
0
0
09/22/09

Grower: Swain 3 Primary & 1 Secondary Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 09/22/09
County: Sampson Sheet 7 of 12
Temporary Storage Volume: (Cont.1
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area 1 st + Lagoon Area 2nd + Additional Drainage Area) * Rainfall / 121n./ft
Vol.= (20292 sq.ft. + 12371 sq.ft. + 0 sq.ft.) * 3.5 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 9,527
Storm Storage: I
Vol.=(Lagoon Area 2nd + Additional Drainage Area) * 25Yr./24Hr Storm(in.)/12in./-
Vol.= (12371 sq.ft. + 0 sq.ft.) * 0.0 in. 112 in./ft.
Total Required Volume for 25Yr./24Hr. Storm Event (cu.ft)= 7,216
"Heavy Rain" Storage:
Vol.=(Lagoon Area 2nd + Additional Drainage Area) * = Heavy Rain Factor(in) / 121n./ft.
Vol.= (12371 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')= 7,216 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storac 47,887 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 0 (CU.FT)
TOTAL REQUIRED 2nd STAGE VOLUME = 55103 (CU.FT.)
wn, LLC Engineering P.O. Box 856, Warsaw

Grower: Swain 3 Primary & 1 Secondary Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 09/22/09
County: Sampson Sheet 8 of 12
LAGOON DESIGN SUMMARY 1st STAGE
Top of Dike Elevation -------------------
50.00
FT.
Emergency. Spillway Crest Elevation -------------------
Not AK Applicable
Top of 25Yr. / 24Hr. Storm Storage -------------------
49.00
FT.
Top of "Heavy Rain" Storage -------------------
Not
Applicable
Start Pump Elevation -------------------
48.35
FT.
End Pump Elevation --- --------------
48.35
FT.
Top of Sludge Storage --- ---------------
Not
Applicable
Seasonal High Watertable Elev.-------------------
0.00
Finished Bottom Elevation -------------------
40.00
FT.
Inside Top Length -------------------
228.00
FT.
Inside Top Width -------------------
89.00
FT
Side Slopes -------------------
2.0:1
H:V
Lagoon Surface Area -------------------
20,292
SF
Min. Liner Thickness (if required) -------------------
1.5
FT.
Freeboard Depth -------------------
1.00
FT.
Temporary Storage Period -------------- ----
112
Days
Zone
TOTAL DESIGN VOLUME = 125214 (CU.FT.)
Treatment / Sludge Storage Zone Depth ----------- 8.4 FT.
Temporary Storage Zone Depth ----------- 0.0 FT.
Freeboard / Storm Storage Zone Depth ----------- 1.7 FT.
Total Lagoon Depth ----------- 10.0 FT,
LLC Engineering
856, Warsaw

urower: Swain s Hrimary & 1 Secondary Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 09/22/09
County: Sampson Sheet 9 of 12
LAGOON DESIGN SUMMARY 2nd STAGE
Top of Dike Elevation -------------------
50.00
FT.
Emergency Spillway Crest Elevation -------------------
Not
Applicable
Top of 25Yr. / 241-1r. Storm Storage -------------------
49.00
FT.
Top of "Heavy Rain" Storage -------------------
Not
Applicable
Start Pump Elevation -------------------
48.36
FT.
End Pump Elevation -------------------
43.42
FT.
Top of Sludge Storage -------------------
Not
Applicable
Seasonal High Watertable Elev.-------------------
0.00
Finished Bottom Elevation -------------------
39.00
FT.
Inside Top Length -------------------
139.00
FT.
Inside Top Width -------------------
89.00
FT.
Side Slopes -------------------
1.5:1
H : V
Lagoon Surface Area -------------------
12,371
SF
Min. Liner Thickness (if required) -------------------
1.6
FT.
Freeboard Depth -------------------
1.00
FT.
Temporary Storage Period -------------------
112
Days
Zone Depths:
TOTAL DESIGN VOLUME = 86675 (CU.FT.)
Treatment / Sludge Storage Zone Depth -----------
Temporary Storage Zone Depth ----
Freeboard / Storm Storage Zone Depth -----------
Total Lagoon Depth ----
C
P.O. Box 856,
4.4
4.9
1.6
11.0
FT.
FT.
FT.
FT

Grower: Swain 3 Primary & 1 Secondary
Address: PO Box 856
Warsaw, NC 28398
County: Sampson
/ 1
/ 1
1
STRT PMP EL.= 48.35 1
1
END PMP EL. = 48.35 1
1
Designe I��dV
Checkec DSE
Date: 09/22/09
Sheet 10 of 12
ZONE ELEVATIONS 1st STAGE
TOP OF DIKE ELEV = 50.00
11
TOP OF STORM ELEV = 49.00 / 1
TOP OF TEMP STORAGE ELEV = 48.35 /
I
TOP OF TREAT ELEV = 48.35 SHWT = 0.00
FINISHED BOTTOM ELEV = 40.00
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Swain 3 Primary & 1 Secondary
Address: PO Box 856
Warsaw, NC 28398
County: Sampson
STRT PMP EL.= 48.36
END PMP EL. = 43.42
1
1
1
_
1
11
1
1
1
1
1
ZONE ELEVATIONS 2nd STAGE
TOP OF DIKE ELEV = 50.00
TOP OF STORM ELEV = 49.00
TOP OF TEMP STORAGE ELEV = 48.36
TOP OF TREAT ELEV = 43.42
FINISHED BOTTOM ELEV = 39.00
~ Designe hudV
Checkec DSE
Date: 09/22/09
Sheet 11 of 12
�l
/ 1
/ 1
SHWT = 0.00
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

S_"
Grower: Swain 3 Primary & 1 Secondary Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 09/22/09
County: Sampson 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.
,`t�irrrrrri�
C
NOTE: See attached Waste Utilization Plan
,`�A
Q
SEAL-
DESIGNED:
023994
DATE: -7 L Z- p
COMMENTS:
This design is update of start and stop pump elevations and to show the 1/2
treatment volume level for sludge storage. This design does not supercede the
ori4inal certification of the farm.
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398
[phone]

ka —.2-1
Grower: Swain 2
Address: PO Box 856
Warsaw, NC 28398
County: Sampson
Designeci By: KBPj
Checked By: DSE
Date:
Sheet 1 of 7
09/22/09
ANAEROBIC WASTE
LAGOON DESIGN
FARM INFORMATION
Farm Population:
Nursery: -------------------
0
Wean to Finish: -------------------
0
Finishing: -------------------
790
Hd.
Farrow to weanling:-------------------
0
Farrow to feeder: -------------------
0
Farrow to finish: -------------------
0
Boars: -------------------
0
Storage Period: -------------------
163
Days
25 Yr. / 24 Hr Storm Event -------------------
7.0
In.
"Heavy Rain" Factor Not Applicable
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
r Does Operator Want Emergency Spillway? (Y/N)------------
N
Was This Design Built Prior to Sept. 1996? (Y/N)------------
Y
.r, Is Drain Tile Req'd to Lower SHWT? (Y/N)------------
N
Seasonal High Water Table Elev:-------------------
0.00
Freeboard: -------------------
1.0
Ft.
Emergency Spillway Flow Depth: Not Applicable
Side Slopes: -------------------
'1
:1 (H.V)
Inside Top Length: --------------------
316.0
Ft.
Inside Top Width: ------------------
67.5
Ft.
Top of Dike Elevation: ---------------•
Depth
50.00
Ft.
Finished Bottom Elevation: ----------------
10.00 Ft.
40.00
Ft.
Start Pump Elevation: ----------------
19.44 In.
48.38
Ft.
Stop Pump Elevation: ----------------
41.76 In.
46.52
Ft.
LAGOON VOLUME REQUIRED VOL.
DESIGN VOLUMES
% REQ'D.
Storm Stor = 12443 (Cu.Ft.)
12,517 (Cu.Ft.)
100,60%
Temporary = 36027 (Cu.Ft.)
36,084 (Cu.Ft.)
100.16%
Permanent = 106650 (Cu.Ft.)
106,740 (Cu.Ft.)
100.08%
Total Volume = 155,120 (Cu.Ft.)
155,342 (Cu.Ft.)
100.14%
53,325 (Cu.Ft.)
1/2 Treatment Volume =
112 Treatment Volume Elevation =
43.49 Ft.
78.11 In.
90 Temporary Storage Volume Elevation =
47.09 Ft._
34.94 In.
Min. Required Liner Thickness -------------------
1.5 Ft.
Lagoon Surface Area: (Inside TOD)-------------------
21,330 S.F.
Murphy -Brown, LLC Engineering P.O. Box 856 , Warsaw, NC 28398 [phone]

urower: Swain 2
Address: PO Box 856
Warsaw, NC 28398
County: Sampson
jesignea by:
Checked By:
Date:
Sheet 2 of 7
DSE
09/22/09
ACTUAL
DESIGN VOLUME CALCULATIONS
BASE VOLUME:
,Cu. Ft.
LAGOON STAGE -AREA VOLUMES_
Contour
Elevation FT.
Area SF
Incr. Vol. `Cu. FT
Cumul. Vol. Cu. FT
40.00
14,060
0
41.00
14,751
14,406
14,406
42.00
15,450
15,101
29,506
43.00
16,157
15,804
45,310
44.00
16,872
16,515
61,824
45.00
17,595
17,234
79,058
46.00
18,326
17,961
97,018
47.00
19,065
18,696
115,714
48.00
19,812
19,439
135,152
49.00
20,567
20,190
155,342
50.00
21,330
20,949
176,290
These volumes were calculated using
the vertical average end area method.
TOTAL REQD VOL
155,120
CF
CUMULATIVE
VOL.
ZONE VOL.
100.14%
END PUMP = = = =
START PUMP = =:
MAX STORAGE =
46.52
48.38
49.00
FT
FT
FT
106,740 CF
142,824 CF
155,342 CF
TR'MT
TEMP
STORM
106,740
36,084
12,517
100.08%
100,16%
100.60%
Murphy -Brown, LLC Engineering P.O. Box 856,Warsaw, NC 28398 [phone]

Grower: Swa n
Address: r-O Sox 856
'Narsaw, NC 28398
County_ Sampson
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
Designed By:
Checked By:
Date:
Sheet 3 of 7
Animal Type Capacity ALW * cu.ft./ ) = Total
;Nursery
0
30
1.00
0
'2,.lean to Finish
0
115
1.00
0
Finishing
790
135
1.00
106,650
Farrow to weanling
0
433
1.00
0
RFarrow to feeder
0
522
1.00
0
1 Farrc^.v to finish
0
1,417
1.00
0
i Boa,-s 0
400
1,00
0
Total Required Treatment Volume (cu. ft.)=
Sludge Storage Volume:
106,650
Animal Type Capacity * ALW * (cu.ft./lb) = Total
Nursery
0
30
0.00 1
0
Wean to Finish
0
115
0.00
0
Finishing
790
135
0.00
0
Farrow to weanling 0
433
0.00
0
Farrow to feeder 0
522
0.00
0
i Farrow to finish i 0
cars 0
1,417
400
0,00
0.000
0
0
Total Required Sludge Storage Volume (cu. ft.)=
Temporary Storage Volume:
Manure Production:
U
KBW
DSE
09/22/09
(Animal Type Capacity * Sto. Period d./day) = Total `
Nursery 1 0
163
0.30
0
,Wean to Finish
0
163
1.17
0
Finishing
790
163
1.37
176,415
Farrow to weanling
0
163
4.39
0
Farrow to feeder
0
163
5.30
1 0
Farrow to finish
1 0
163
1 14.38
0
Boars
0
163
1 4,06
0
Total Manure Nroauction tgaisq=
Total Manure Production (cu.ft.)=
Excess Fresh Water:
n. i T.,. r .nnnnity * Stn_ PPrind d./dav = Total
i r v,-t I v
23,585
Nursery
0
163
0.00
0
Wean to Finish
0
163
0.00
0
Finishing
790
163
0.00
0
Farrow to weanling
0
163
0.00
0
Farrow to feeder
0
163
0.00
0
Farrow to finish
0
163
0.00
0
Boar I u j -i U 13
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=
, LLC Engineering P.O. Box 856, Warsaw NC 28398
u.uu I v
0
0
[phone]

vruwer: swain z
Address: PO Box, 856
Warsaw, NC 28398
County: Sampson
Temporary Storage Volume: SCont.)
Rainfall in Excess of Evaporation
Designed By:
Checked By:
Date:
Sheet 4 of 7
KBW
DSE
09/22/09
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 121n./ft
Vol.= (21330 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 12,443
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr./24Hr. Storm(in) / 12in./ft.
Vol.= 121330 sq.ft + 0 sq.ft.) * 7.0 in. /12 in./ft.
Total Required Volume for 25Yr./24Hr. Storm Event (cu.ft)= 12,443
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (21330 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')= 12,443 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) = 36,027 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 106,650 (CU.FT)
TOTAL REQUIRED VOLUME = 155120 (CU.FT.)
C Engineering P.O. Box 856,

Grower: Swam 2 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 09/22/09
County: Sampson Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation -------------------
50.00
FT.
Emergency Spillway Crest Elevation -------------------
Not Al
Applicable
Top of 25Yr. / 24Hr. Storm Storage -------------------
49.00
FT.
Top of "Heavy 7ai:i" Storage -------------------
Not
Applicable
Start Pump Elevation -------------------
48.38
FT.
End Pump Elevation -------------------
46.52
FT.
Top of Sludge Storage -------------------
Not
Applicable
Seasonal High Watertable Elev.-------------------
0.00
Finished Bottom El--vaiion-------------------
40.00
FT.
Inside Top Length -------------------
316.00
FT.
Inside Top Width -------------------
67.50
FT.
Side Slopes -------------------
1:1
H:V
Lagoon Surface Area -------------------
21,330
SF
Min. Liner Thickness (if required) -------------------
1.5
FT.
Freeboard Depth -------------------
1.00
FT.
Temporary Storage Period -------------------
163
Days
Zone Depths:
TOTAL DESIGN VOLUME = 155342 (CU.FT.)
Treatment / Sludge Storage Zone Depth ----------- 6.5 FT.
Temporary Storage Zone Depth ----------- 1.9 FT.
Freeboard / Storm Storage Zone Depth ----------- 1.6 FT.
Total Lagoon Depth ----------- 10.0 FT.
P.O. Box 856, Warsaw NC 28398 (910)

Grower: Swain 2
Address: PO Box 856 Designee JV
Warsaw, NC 28398 Checkec DSE
County: Sampson Date: 09/22/09
— - Sheet 6 of 7
/ - 1
I 1
1 1
1
1 - -
STRT PMP EL.= 48.38 1
1
END PMP EL. = 46.52 1
1
1
1
1
ZONE ELEVATIONS
TOP OF DIKE ELEV = 50.00
TOP OF STORM ELEV = 49.00
TOP OF TEMP STORAGE ELEV = 48.38
_TOP OF TREAT ELEV = 46.52
FINISHED BOTTOM ELEV = 40.00
11
/ 1
SHWT = 0.00
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

,.;,iwvCi. Jwdln L
Address: PO Box 856
Warsaw, NC 28398
County: Sampson
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, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
NOTE: See attached Waste Utilization Plan
DESIGNED
DATE
COMMENTS:
KBW
DSE
09/22/09
\\5\\Ilrfrrr�r
•ess oF��.�2
Q SEAL 9�•: T�
023994
%may tiGral`GE�`.
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 656, Warsaw NC 28398
10) 293-3434

-.i y
Grower: Swain -)&6 Designed y: KBW
Address: PO Box 856 Checked By: DSE
�-- Warsaw, NC 28398 Date: 12/22/08
County: Sampson Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
Farm Po; ulation:
--
Nurser ----•--- -------------
y
0
Wean to Finish: — ------- -
0
Finishing: -- ----------
1240 Hd.
Farrow to weanling:-------------------
0
Farrow to feeder: ----••---------------
0
Farrow to finish: --- -------- - - ---
0
Boars: ------- -••---------
0
Storage Period: --- - ---- -
180 Days
25 Yr. / 24 Hr Storm Event ------------------
7.5 In.
"Heavy Rain" Factor
Rainfall in Excess of Evaporation -------------------
7.0 In.
Additional Water Usage: ---------------------
0
Additional Drainage Area:----------------1---
0
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape?
(Y/N)----------
N
Does Operator Want Emergency Spillway?
(Y/N)-----------
Psi
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: - --
0.00
Freeboard: -
.0
Ft.
Emergency Spillway Flow Depth:
Side Slopes:
2
:1 (H:V)
Inside Top Length:
315.0
Ft.
Inside Top Width:
115.0
Ft.
Top of Dike Elevation: -
Depth
50.00
Ft.
Finished Bottom Elevation: - -- - - - -
11.00 Ft.
39.00
Ft.
Start Pump Elevation: - - - --
20.16 In.
48.32
Ft.
Stop Pump Elevation: - -
48 In.
46.00
Ft.
LAGOON VOLUME REQUIRED VOL
Storm Stor =
22641
(Cu.Ft.)
Temporary =
62011
(Cu.Ft.)
Permanent =
167400
(Cu.Ft.)
Total Volume =--�252,052
(Cu.Ft.)
DESIGN VOLUMES
22,906 (Cu.Ft.)
73,213 (Cu.Ft.)
170,051 (Cu.Ft.)
266,170 (Cu.Ft.)
- 112 Treatment Volume = 83,700 (Cu.Ft.)
112 Treatment Volume Elevation = 42.92 Ft.
90 Temporary Storage Volume Elevation =y 47.05 Ft.
Min. Required Liner Thickness --
Lagoon Surface Area: (Inside TOD)---------------------
% REQ'D.
101.17%
118.06%
101.58%
105.60%
84.95 In.
35.44 In.
1.6 Ft.
36,225 S.F.
Murphy -Brown, LLC Engineering P.O. Box 856,W✓arsaw, NC 26398 [phone]

vrower: 'Swain 5t'�6 Designed By: KBVV
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/22/08
County: Sampson 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)
39.00
19,241
40.00
20,625
19,933
41.00
22,041
21,333
42.00
23,489
22,765
43.00
24,969
24,229
44.00
26,481
25,725
45.00
28,025
27253
46.00
29,601
28:813 �
47.00
31,209
30,405
48.00
32,849
32,029
49.00
34,521
33,685
50.00
36,225
35,373
These volumes were calculated usin
TOTAL REQD VOL
252,052
CF
END PUMP = = = =
46.00
FT
START PUMP = =:
48.32
FT
MAX STORAGE =
49.00
FT
the vertical aver
CUMULATIV
170,051
243,264
266,170
Cu_mul. Vol. (Cu. FTC
0^
19,933
41,266
64,031
88,260
113,985
t
141,238
170,051
200,456
232,485
266,170
301,543
e end area method.
CF TR'MT
CF TEMP
CF STORI
VE VOL
170,051
73,213
22,906
105.60%
101.58%
118.06%
101.17%
Murphy -Brown, LLC Engineering P.O. Box 856 ,Warsaw, NC 28398
[phone]

Grower: Swain 5&6
Address: PO Box 856
Warsaw, NC 28398
County: Sampson
)esigned By: KBW
Checked By: DSE
Date: 12/22/08
Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage: .
Required Treatment Volume:
Animal Type Capacity x ALW (cu. t./lb) = Totaljj
Nursery
0
30
1.00
_ 0_
0
Wean to Finish
0
115
_
1.00
Fin ishina
1,240
135
1.00
167,400
Farrow to weanling
0
433
1.00
0
Farrow to feeder
0
522
1.00
0
Farrow to finish
_
0
0
1,417
400
1.00
1.00
0
0
_ _
Boars
Total Required Treatment Volume (cu. ft.)=
Sludge Storage Volume:
167,400
Animal Type Capacity ALW (cu.ft./lb) - Total
Nursery _
0
30
0.00
0
Wean to Finish
0
_ _
115
_ 0.00
0
Finishing
1,240
- 0
135
0.00
0
0
Farrow to weanling
433
0.00
Farrow to feeder
0
0
522
1,417
0.00
0.00
0
0
_^--
Farrow to finish
Boars �-
0
_ - 400
_ 0.000
Total Required Sludge Storage Volume (cu. ft.)=
Temporary Storage Volume:
Manure Production:
(Animal Type
Capacity Sto. Penod d.iday) = Tota
_ -�
Nursery
0_
180
i0,30
Wean to Finish
180
- 1. 77
_
Finishing —...___ ._----
--_----
----- 1,240
�180-------.._---1.37
Farrow to weanling_ ---.
i--
-..-�
0 .
180
Farrow to feeder
-
O...
180
_-�---�- _4.39
5.30
Farrow to finish
_._. _. 0
-- 180
-- 14.38
Boars
0 180
--4.06
Total Manure Production (gals.)=
_
Total Manure Production (cu.ft.)=
Excess Fresh Water:
Murphy. -Brown,
0
-- - -- — 0
0
305,784
0
305,784
40,880
Animal Ty-pe Capacity Sto. Period d./day) = Total __
Nursery _
0
180
0.00
0
Wean to Finish
0
1,240
180
- -- - 180
0.00
___
0
Finishing �---. --
0.00
0
Farrow to weanlina^T
0
0.00
0
Farrow to feeder
0
_180
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.)=
P.O. Box
0
0

Grower:
Address
Countv:
Swain 5&6
PO Box 856
Warsaw, NC 28398
Designed By:
Checked By:
Date:
Sheet 4 of 7
KBW
DSE
12/22/08
Temporary Storage Volume: tCont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) ` Rainfall / 121ndit
Vol.= (36225 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 21,131
Storm Storage:
Voi.=(Lagoon Surf, Area + Addt'I Drainage Area) * 25Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (36225 sq.ft + 0 sq.ft.) " 7.5 in. /12 in./ft.
Total Required Volume for 25Yr./24Hr. Storm Event (cu.ft)= 22,641
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) " "Heavy Rain" Factor (in) / 12in./ft.
Val.= (36225 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 ()
Total Required Storm Storage
(25Yr. ; 24Hr. Storm +'Heavy Rain')= 22,641 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) = 62,011 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 167,400 (CU.FT)
TOTAL REQUIRED VOLUME = 252052 (CU.FT.)
LC Engineering P.O. Box 856. Warsaw NC 28398
1

Grower: Swain 5&6 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/22/08
County: _ Sampson Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation -------------------
50.00
FT.
Emergency Spillway Crest Elevation -------------•--------
Not Al
Applicable
Top of 25Yr. / 24Hr. Storm Storage ------------
49.00
FT.
Top of "Heavy Rain" Storage --------
Not
Applicable
Start Pump Elevation -------------------
48.32
FT.
End Pump Elevation -------------------
46.00
FT.
Top of Sludge Storage --------------------
Not
Applicable
Seasonal High Watertable Elev---------•-----------
0.00
Finished Bottom Elevation - --- -- - --
39.00
FT.
Inside Top Length -------------•-------
315.00
FT.
Inside Top Width -------------------
115.00
FT.
Side Slopes ------------•----•----
2:1
H:V
Lagoon Surface Area -- -----------
36,225
SF
Min. Liner Thickness (if required) ---------- - --
1.6
FT.
Freeboard Depth ---••---••---••---••---
1.00
FT.
Temporary Storage Period --- ----------- • -- ---
180
Days
TOTAL DESIGN VOLUME = 266170 (CU.FT.)
Zone Deaths:
Treatment / Sludge Storage Zone Depth 7.0 FT.
Temporary Storage Zone Depth 2.3 FT.
Freeboard / Storm Storage Zone Depth 1.7 FT.
Total Lagoon. Depth -•• •• 11.0 FT.
Morrow -Brown, L!-C Engineering P.O. Box 856, Warsaw NC 28398 (91

Murphy -Drown, LLC Engineering
C
Designe KBUv
Checkec DSE ;
Date: 12/22/08
Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV =_ 50.00
TOP OF STORM ELEV = 49.00 i
! 1
TOP OF TEMP STORAGE ELEV = 48.32 /
TOP OF TREAT ELEV = 46.00 SHWT = 0.00
FINISHED BOTTOM ELEV = 39.00
+- Box 856, Warsaw NC 28398
[phone]

Grower: Swain 5&6 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/22/08
`•-' County: Sampson 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.
�t�t��r„rrrr�r
I'SlO FF : pe <attachotl �;V a ca Utilization PiaL
i �l��X
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
onoinal certification of the farm:
el,
� r ✓
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

IS
�4,qvrY77
rawer: wain
Address: PO Box 856
Warsaw, NC 28398
County: Sampson
,)esignea t3y: Kbvv
Checked By: DSE
Date:
Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN
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:
Farm Po, ulation:
------ -------------
-------------------
--------------------
---------------------
-------------------
-------------------
-------------------
--------------------------------------
-
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape?
(Y/N)
Does Operator Want Emergency Spillway?
(Y/N)
Was This Design Built Prior to Sept. 1996?
(Y/N)
Is Drain Tile Req'd to Lower SHWT?
(Y/N)
Seasonal High Water Table Elev:
Freeboard:----------------.
--
Emergency Spillway Flow Depth:
Side Slopes: -------------------
Inside Top Length:
Inside Top Width:
Top of Dike Elevation: - ------
Finished Bottom Elevation: ----- -••----•-
Start Pump Elevation: -- -• ••-----
•--
Stop Pump Elevation:
Depth
12.00 Ft.
19.56 In.
44.16 In.
LAGOON VOLUME REQUIRED VOL. DESIGN VOLUMES
N
N
Y
N
-a1
04/02/09
0
0
1240 Hd.
0
0
0
0
161 Days
7.0 In.
7.0 In.
0
0
0.00
1.0 Ft.
2 :1 (H:V)
168.0
Ft.
178.0
Ft.
100.00
Ft.
88.00
Ft.
98.37
Ft.
96.32
Ft.
% REQ'D.
Storm Stor =
17444
(Cu.Ft.)
17,557
(Cu.Ft.)
100.65%
Temporary =
54009
(Cu.Ft.)
54,036
(Cu.Ft.)
100.05%
Permanent =
167400
(Cu.Ft.)
167,635
(Cu.Ft.)
100,14%
Total Volume =
238,853
(Cu.Ft.)
239,228
(Cu.Ft.)
_
100.16°%
1/2 Treatment Volume = 83,700 (Cu.Ft.)
1/2 Treatment Volume Elevation = 92.65 Ft.
90 Temporary Storage Volume Elevation = 96.96 Ft.
Min. Required Liner Thickness --•-----------------
Lagoon Surface Area: (inside TOD)-------------------
88.26 In.
36.43 In.
1.8 Ft.
29,904 S.F.
Murphy -Brown, LLC Engineering P.O. Box 856,Warsaw, NC 28398
[phone]

k Grower: swain
Address: PO Box 856
Warsaw, NC 28398
Count: Sampson
)esignea By:
Checked By:
Date:
Sheet 2 of 7
DSE
04/02/09
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)
88.00
15,600
0
89.00
16,616
16,108
16,108
90.00
17,664
17,140
33,248
91.00
18,744
18,204
51,452
92.00
19,856
19,300
70,752
93.00
21,000
20,428
91,180
94.00
22,176
21,588
112,768
95.00
23,384
22,780
135,548
96.00
24,624
24,004
159,552
97.00
25,896
25,260
184,812
98.00
27,200
26,548
211,360
99.00
28,536
27,868
239,228
100.00
29,904
29,220
268,448
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL
238,853
CF
CUMULATIVE
VOL.
ZONE VOL.
100.16%
END PUMP = = = =
96.32
FT
167,635 CF
TR'MT
167,635
100.14%
START PUMP = = :
98.37
FT
221,671 CF
TEMP
54,036
100.05%
MAX STORAGE =
99.00
FT
239,228 CF
STORM
17,557
100.65%
Murphy -Brown, LLC ,Engineering P.O. Box 856, Warsaw, NC 28398 [phone]

Grower: Swain 7
Address: PO Box 856
Warsaw, NC 28398
v . Countv: Samoson
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
Designed By: KBW T
Checked By: DSE
Date: 04/02/09
Sheet 3 of 7
nima[ I ype _Capacity ALW_ " (cu. t. Ila} = ota
Jursery
0
30
_
1.00
0
Vean to Finish
0
115
_
1.00
_ _
0
:inishing
1,240
135
1.00—r
_
167,400
0
0
'arrow to weanling
0
433
1.00
'arrow to feeder
0
522
1.00
arrow to finish
0
1,417
1.00
0
[oars
0
400
1.00
0
i otai Kequirea i reatment volume (cu. tt.)=
Sludge Storage Volume:
167,400
PnimaI Type Capacfty ALWcu, t. = otal
iNursery
0
30
0.00
0
Wean to Finish
Finishing
0
115
0.00
0
1,240
135
0.00
0
Farrow to weanling
0
433
0.00
0
Farrow to feeder 1
0
522
0.00
0
Farrow to finish _ _�_
0
1,417
J 0.00
0
Boars
0
400
0.000_1
0
Total Required Sludue
Storaae Volume
(cu. ft.)= n
Temporary Storage Volume:
Manure Production_ :
Anima Type
apacity Sto. Period3.i
Nursery
0
_ 161
-
'Wean to Finish
0
161
Finishing
1,240
- - - - -- 161
Farrow to weanling
0
161
T
Farrow to feeder
0
161
Farrow to finish
0
_
161
Boars
_
_
Total Manure Production
(gals.)=
Total Manure Production (cu.ft.)=
Excess Fresh Water:
Y-Brown.
= I otal
0.30
0
-
1.17
0
1.37
273,507
4.39
0
5.30
0
14.38
0
4.06
0
273,507
36,565
Animal ype capacity Sto. er[odd. day=-otal }
3 Nursery _
Wean to Finish
0
161
0.00
0
0
161
0.00
0
Finishing
11240
161
0.00
v 0
Farrow to weanling
0
161
0.00
0
Farrow to feeder
Y 0
161
0.00
0
Farrow to finish
0
161
161
_ _0.00
0.00�
Boars
0
F0
0
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=
P.Q. Box 856, Warsaw
0
0

grower: Swam t Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 04/02/09
County: Sampson Sheet 4 of 7
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft
Vol,= (29904 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 17,444
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (29904 sq.ft + 0 sq.ft.) * 7.0 in. /12 in./ft.
Total Required Volume for 25Yr./24Hr. Storm Event (cu.ft)= 17,444
"Heavy Rain" Storage:
Vol:=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (29904 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')= 17,444 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) = 54,009 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 167,400 (CLIXT)
TOTAL
wn. L.LC Engineering P

urower: ziwam i
Address: PO Box 856
Warsaw, NC 28398
County: Sampson
LAGOON DESIGN SUMMARY
Designed By:
Checked By:
Date:
Sheet 5 of 7
DSE
04/02/09
Top of Dike Elevation ------------------
100.00
FT.
Emergency Spillway Crest Elevation --------------------
Not Al Applicable
Top of 25Yr. / 24Hr. Storm Storage — --------------- --
99.00
FT.
Top of "Heavy Rain" Storage -------------------
Not
Applicable
Start Pump Elevation -------------------
98.37
FT.
End Pump Elevation -----------------
96.32
FT.
Top of Sludge Storage ------------------
Not
Applicable
Seasonal High Watertable Elev.-------------------
0.00
Finished Bottom Elevation ---------- -- --- ---
88.00
FT.
Inside Top Length -------------------
168.00
FT.
Inside Top Width -------------------
178.00
FT.
Side Slopes -------------------
2:1
H:V
Lagoon Surface Area --------------------
29,904
SF
Min. Liner Thickness (if required) -------------------
1.8
FT.
Freeboard Depth --------------•------
1.00
FT.
Temporary Storage Period --- --------------
161
Days
Zone Depths:
TOTAL DESIGN VOLUME = 239228 (CU.FT.)
Treatment / Sludge Storage Zone Depth -- - 8.3 FT.
Temporary Storage Zone Depth ---------- 2.1 FT.
Freeboard / Storm Storage Zone Depth ----------- 1.6 FT.
Total Lagoon Depth ----------- 12.0 FT.

C l
Grower Swain 7 ----
Address: PO Box 856
Warsaw, NC 28398
County: Sampson
ZONE ELEVATIONS
Designe KBE Y
Checker DSE
Date: 04/02/09
Sheet 6 of 7
TOP OF DIKE ELEV = 100.00
/ TOP OF STORM ELEV = 99.00 /
/ / 1
STRT PMP EL.= 98.37 TOP OF TEMP STORAGE ELEV = 98.37 /
END PMP EL. = 96.32 i TOP OF TREAT ELEV = 96.32 SHWT = 0.00
1 /
1
FINISHED BOTTOM ELEV = 88.00
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

FG'o er,
ddwr
Swain
POBox 85O
Warsaw, NC283A8
]esigmedBy:
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,
04/02/09
D8E
,`,,o/./,,
91
NOTE: See attached Waste Utilization Plan
DESIGNED:
DATE: —'_— ,"
`'�J
COMMENTS:
This
treatment volume level for sludge not supercedeUhe
original certification of the farm.

urower: Z vVW NL U ❑esigne_d y:
Address: P.O. BOX 856 Checked By: DSE
WARSAW, NC 28398 Date: 04/02/09
County: SAMPSON Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
Farm Population:
Nursery: -.------------------
0
Wean to Finish: -------------------
0
Finishing: -••-------••---------
2880 Hd.
Farrow to weanling:--------••----------
0
Farrow to feeder: -----•-------------
0
Farrow to finish: -••-----------------
0
Boars: -------------------
0
Storage Period: -------------------
165 Days
25 Yr. / 24 Hr Storm Event -------------------
7.0 In.
"Heavy Rain" Factor
Rainfall in Excess of Evaporation --------- ----------
7.0 In.
Additional Water Usage: -------------------
0
Additional Drainage Area: -------------------
0
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape?
(Y/N)------------
Y
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: -- ------••-----•---
0.00
1
Freeboard: ______.._..__..____.._..
1.0
Ft.
Emergency Spillway Flow Depth:
Side Slopes: -------------------
3
:1 (H:V)
0.0
0.0
Top of Dike Elevation: --• -----•---•••
Depth
99.24
Ft.
Finished Bottom Elevation: BOTTOM E
11.74 Ft.
87.50
Ft.
Start Pump Elevation: ---------------•-
19.56 In.
97.61
Ft.
Stop Pump Elevation: - - - •----•-
43.92 In.
95.58
Ft.
LAGOON VOLUME REQUIRED VOL.
DESIGN VOLUMES
% REQ'D.
Storm Stor = 42222 (Cu.Ft.)
42,299 (Cu.Ft.)
100.18%
Temporary = 129258 (Cu.Ft.)
129,584 (Cu.Ft.)
100.25%
Permanent = 388800 (Cu.Ft.)
389,162 (Cu.Ft.)
100.09%
Total Volume = 560,280 (Cu.Ft.)
561,044 (Cu.Ft.)
100.14%
112 Treatment Volume = 194,400 (Cu.Ft.)
1/2 Treatment Volume Elevation = 92.12 Ft.
90 Temporary Storage Volume Elevation = 96.23 Ft.
Min. Required Liner Thickness --------------••••••--
Lagoon Surface Area: (Inside TOD)-------••---••-------
85.42 In.
36.15 In.
1.7 Ft.
72,381 S.F.
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw, NC 28398 [phone]

rower:
S . I
- - - -- -Designed
BY:
Address:
P.O. BOX 856
Checked By: DSE
WARSAW, NC 28398
Date: 04/02/09
---
County:
SAMPSON
Sheet 2 of 7
ACTUAL_
DESIGN VOLUME_ CALCULATIONS
BASE VOLUME:
LAGOON STAGE -AREA VOLUMES
Contour
Elevation „(FT.) Area SF
Incr. Vol. (Cu. FT)
Cumul. Vol. (Cu. FT)
88.00
29,478
18,522
89.00
36,523
33,001
51,523
90.00
44,308
40,416
91,938
91.00
48,586
46,447
138,385
92.00
51,338
49,962
188,347
93.00
53,855
52,597
240,944
94.00
56,449
55,152
296,096
95.00
59,256
57,853
353,948
96.00
62,170
60,713
414,661
97.00
65,144
63,657
478,318
98.00
67,405
66,275
544,593
99.00
69,691
68,548
613,141
99.24
72,381
17,049
630,189
These volumes were calculated usir
TOTAL REQD VOL
560,280
CF
END PUMP = = = =
95.58
FT
START PUMP = = :
97.61
FT
MAX STORAGE =
98.24
FT
the vertical average end area method.
CUMULATIVE
VOL.
ZONE VOL.
100.14%
389,162 CF
TR'MT
389,162
100,09%
518,745 CF
TEMP
129,584
100.25%
561,044 CF
STORM
42,299
100.18%
Murphy -Brown, LLC Engineering P.O, Box 856 ,Warsaw, NC 26398 [phone]

Grower:
SWAINE 9
Address:
P.O. BOX 856
WARSAW, NC 28398
�-' County:
SAMPSON
MINIMUM REQUIRED_ VOLUME CALCULATIONS
Permanent Stora;: e:
Required Treatment Volume:
Checked By:
Date:
i,-knimai ype Capacity ALW (cu.ft. b) I otal
(Nursery
0
30
1.00
0
Wean to Finish
0
115
1.00
0
Finishing
2,880
135
1.00
388,800
Farrow to weaniino
0
0
_ 433
522
1.00
0
ti 0
_Farrow to feeder
1.00
Farrow to finish
0
1,417
1.00
0
0
400
H_
1.00
0
i ozai Kegwrea i reatment volume (cu. ft.)=
Sludge Storage Volume:
388,800
1,Anima. ype Capacity cu. .fib) I
0
30
0.00
gotaNursery
Wean to Finish
0
115
0.00
Finishing
2,880
135
0.00
0
Farrow to weanling
0
433
0.00
0.00
0
arrow to feeder
0
522
0
rFarrow to finish
0
0
1,417
400
0.00
0.000
0
0
Boars
�vaat r%w4uuCu QWuuge aCorage Volume tCU. T[.)=
Temporary Stora_. a Volume:
Manure Production:
FVursery _ 0 165
;' Wean to Finish � � ' 0 165
Finishing __ _ 165
arrow to weanling___ T-� 0 165
Farrow to feeder T 0 165
Farrow to finish 0 165
Boars — -0 _ 165
Total Manure Production (gals.)=
Total Manure Production (cu.ft.)=
Excess Fresh Water:
I OZ'c
T0.30
1.17
1.37
4.39
5.30
14.38
4.06
0
i
651,024
0
0
0
0
651,024
87,035
lAnlmai ype
Nursery
Wean to Finish
Tin -is hing
Capacity -
_ 0
0
2,880
Sto. Period d.ldayl ---Iota
165 0.00
165 0.00
165_____ 0.00
0
0
0
Farrow to weanling
T
0
165
0.00
0
Farrow to feeder
0
165
0.00
0
0
Farrow to finish
0
165
0.00
Boars
0
165
0.00
0
total Fresn water Excess (gals.)= 0
�.. Total Fresh Water Excess (cu.ft.)= 0
Murphy -Brown, LLC Cngineering P.O. Box 856. Warsaw NC 28398 (910)
JCB
DSE
04/02/09
34

Grower: SWAINE 9
Address: P.O. BOX 856
WARSAW, NC 28398
County: SAMPSON
Temporary Stoma .,e Volume: Cont.
)esigned By:
Checked By:
Date:
Sheet 4 of 7
DSE
04/02/09
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area)'" Rainfall / 12in./ft
Vol.= (72381 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 42,222
Storm Storage
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (72381 sq.ft + 0 sq.ft.) * 7.0 in. /12 in./ft.
Total Required Volume for 25Yr./24Hr. Storm Event (cu.ft)= 42,222
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (72381 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')= 42,222 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr; Water + Rainfall Excess + Additional Water Storage) = 129,25$ (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 388,800 (CU.FT)
TOTAL REQUIRED VOLUME = 560280 (CU.FT.)
Warsaw

Urower:
Address:
Cou
SWAINE 9
P.O. BOX 856
WARSAW, NC 28398
SAMPSON
LAGOON DESIGN SUMMARY
Designed By:
Checked By:
Date:
Sheet 5 of 7
JCB
DSE
04/02/09
Top of Dike Elevation --------------------
99.24
FT.
Emergency Spillway Crest Elevation --- ---------------
Not Al
Applicable
Top of 25Yr. i 24Hr. Storm Storage --------------------
98.24
FT.
Top of "Heavy Rain" Storage --- ---------------
Not
Applicable
Start Pump Elevation-1------------------
97.61
FT.
End Pump Elevation -------------- ----
95.58
FT.
Top of Sludge Storage ---------------- ---
Not
Applicable
Seasonal High Watertable Elev.-------------------
0.00
Finished Bottom Elevation --------------
87.50
FT,
Inside Top Length ------------------•-
Not
Applicable
Inside Top Width ------------------
Not
Applicable
Side Slopes -------------------
3:1
H:V
Lagoon Surface Area ------------------
72,381
SF
Min. Liner Thickness (if required) -------------------
1.7
FT,
Freeboard Depth --------------------
1.00
FT.
Temporary Storage Period -----••-------------
165
Days
Zone Depths:
TOTAL DESIGN VOLUME = 561044 (CU.FT.)
Treatment / Sludge Storage Zone Depth
Temporary Storage Zone Depth
Freeboard / Storm Storage Zone Depth
Total Lagoon Depth
- 8.1
FT.
------------ 2.0
FT.
- 1.6
FT.
----------- 11.7
FT.
w17, Lr_G Lngrr7ec�rrng Y U. Box 856, Warsaw NC 28398 (91

t
Grower: SWAINE 9�
Address. P.O. BOX 856
WARSAW, NC 28398
County: SAMPSON
STRT PMP EL.= 97.61
END PMP EL. = 95.58
l
Designe JCb
Checker DSE
Date: 04/02/09
Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV = 99.24
TOP OF STORM ELEV = 98.24
TOP OF TEMP STORAGE ELEV = 97.61
TOP OF TREAT ELEV = 95.58
.s
ti
FINISHED BOTTOM ELEV = 87.50 _
/ 1
f 1
SHWT = 0.00
1
r
Murphy -Brown, LLC Engineering _ y P.O. Box 856, Warsaw NC 28398 (910)

I
o--
Grower: SWAINE 9
Address: P.O. BOX 856
WARSAW,.NC 28398
County: SAMPSON
Designed By: JCB
Checked By: DSE
Date: 04/02/09
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 prio to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
NOTE: See attached Waste Utilization Plan
DESIGNED:
DATE:
COMMENTS: The lagoon has been designed as an irregular shape.
This design is update of start and stop pump elevations and to show the 1/2
treatment volume level for sludge storage. This design does not supercede the
original certification of the farm._
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398
[phone]

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

-- Lagoon surface ---look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment ---look for:
1. settlement, cracking, or "jug" holes
2. side slope stability ---slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack of vegetation or as a result of wave action
S. 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:
I. 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
Planningirrigation 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:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before
waste loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the
end of the pipe to discharge new 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 warm
season,
Loading. -
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily are
optimum for treatment. Pit recharge systems, in which one or more buildings are drained
and recharged each day, also work well.

. Practice water conservation ---minimize building water usage and
spillage from leaking waterers, broken pipes and washdown through
proper maintenance and water conservation,
Minimize feed wastage and spillage b� keeping feeders adjusted, This
will reduce the amount of solids entenng 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 Iagoon.
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 SO 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:
Dire 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 phosphorus, 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.