780015_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date, Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered. Please verify all information and make any necessary corrections below.
Applileartion must be signed and dated by the Pertnittee.
I . I= Number: 78-0015
2. Facility Name: Farm 7442
3. Landowner's Name (same as on the Waste Management Plan):
4. Landowner's Mailing Address: PO Box 856
Certificate Of Coverage Number: AWS780015
Murphy -Brown LLC
City: Warsaw State: NC Zip: 28398-0856
Telephone Number: 910-293-3434 Ext. E-mail: —kf���
5 Facility's Physical Address: Sr1980 �U " r(\
City: Saint Pants State:
6. County where Facility is located: Robeson
7. Farm Manager's Name (if different from Landowner):
8. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write 'None"):
10. Operator Name (OIC): Gearld Knight Jr.
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate annual operation type and number
NC
David C Nordin
910-293-5330 Ext.
Murphy-BTown LLC
Phone No.: 910-865-4064
Current Permit- Operations Type
Allowable Count
Swine - Farrow to Wean
1,200
Swine - Wean to Feeder
3,560
Swine - Feeder to Finish
4,600
Operation Types,
six!m
Cattle
D" Poulow
Wean to Finish
Dairy Calf
Non Laying Chickens
Wean to Feeder
Dairy Heifer
Laying Chickens
Farrow to Finish
Milk Cow
Pullets
Feeder to Finish
Dry Cow
Turkeys
Farrow to Wean
Beef Stocker Calf
Turkey Pullet
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
We( Poultry
Gilts
Other
Non Laying Pullet
Other
Layers
Zip; 28384
OICA: 995580
Other Types
Horses - Horses
Horses - Other
Sheep - Sheep
Sheep - Other

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
IM - I
1A I . ��o
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
I . The most recent Waste Utilization Plan (WUP), sianed by the owner and a certified technical snecialist, 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: mr igation 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 my site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes my components not she" 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: 2019PermitRenewalgincilerar.gov,

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, my person who knowingly makes my 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 P I unishinent by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offerise.)
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:: M\�c LX Title: LQ
Signature: Date:
1�c
Name:
Signature:
Name:
Signature:
Title:
Date:
Title:
Date:
THE CONTLMD APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
� Telephone number: [phone]
E-mail: [e-mail]
FORM: RENEWAI—STATEGENFRAL02/2019

Murphy -Brown, LLC 8/4/2016 2822 H" 24 West
P.O. Box 856
Warsaw, NC 28398
NUTRIENT UTILIZATION PLAN
Grower(s): Murphy -Brown, LLC
Farm Name: 7442; Fac. No.: 78-15
County: Robeson
Farrow to Wean 1200
Farrow to Feeder
Farrow to Finish
Wean to Feeder 3560
Wean to Finish
Feeder to Finish 4600
Gilts
Boars
Storage Period: > 180 days
Application Method: Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure 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, orwhen 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.
I 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
21-1.0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3' tons, etc.):
Capacity TVoe Waste Produced per Animal Total
1200
Farrow to Wean
3203 gal/yr
3,843,600 gal/yr
Farrow to Feeder
3861 gaVyr
gal/yr
Farrow to Finish
10478 gal/yr
gallyr
3560
Wean to Feeder
191 gallyr
679,960 gallyr
Wean to Finish
776 gaVyr
gal/yr
4600
Feeder to Finish
927 gal/yr
4,264,200 gal/yr
Gilts
1015 gal/yr
gallyr
Boars
2959 gal/yr
gallyr
Total 8,
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (lbs):
.Capacity Type Nitrogen Produced per Animal Total
1200
Farrow to Wean
3.84 lbs/yr
4,608 lbs/yr
Farrow to Feeder
6.95 Ibs/yr
lbs/yr
Farrow to Finish
18.86 lbs/yr
lbs/yr
3560
Wean to Feeder
0.34 lbs/yr
1,210 lbs/yr
Wean to Finish
1.4 lbs/yr
lbs/yr
4600
Feeder to Finish
1.67 lbs/yr
7,682 lbs/yr
Gilts
1.83 lbstyr
lbs/yr
Boars
5.33 lbs/yr
lbs/yr
Total 13,500 lbs1yr
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: 74.16
Total N Required 1 st Year: 21887.75
Total N Required 2nd Year: 0.00
Average Annual Nitrogen Requirement of Crops: 21,887.75
Total Nitrogen Produced by Farm: 13,500.40
Nitrogen Balance for Crops: (8,387.35)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2 of 11

Reception Area Specifications
Tract Field Irrigated Soil latcrop Time to IstCrop, IsItCrop LbsN/Ac Lbs N Total lbs N
Acreage Type Code Apply Yield The N/Unit Residual /Ac Utilized
2ad Crop Time to 2nd Crop 2nd Crop Lbs N/Ac Lbs N Total lbs N
Code Apply Yield Its N/Unit Residual /Ac Utilized
Total
Lbs NfAc
Total lbs N
Utilized
T6325
1
3.61
Norfolk
B/C
Mar -Sept
6.5
40.25
261.63
944.47
K
Sept -Apr
1
50
50.00
160.50
311.63
1124.97
T6325
2
5.8
Norfolk
B/C
Mar -Sept
6.5
40.25
261.63
1517.43
K
Sept -Apr
1
50
50.00
290.00
311.63
1807.43
T6325
3
7.18
Norfolk
B/C
Mar -Sept
6.5
40.25
261.63
1878.47
K
Sept -Apr
1
50
50.00
359.00
311.63
223T47
T6325
4
8.64
Norfolk
B/C
Mar -Sept
6.5
40.25
261.63
2260.44
K
Sept -Apr
1
50
50.00
432.00
311.63
2692.44
T6325
5
3.38
Norfolk
B/C
Mar -Sept
6.5
40.25
261.63
884.29
K
Sept -Apr
1
50
50.00
169.00
311.63
1053.29-
T6325
6
4.94
Norfolk
B/C
Mar -Sept
6.5
40.25
261.63
1292.43
K
Sept -Apr
1
50
50.00
247.00
311.63
1539.43
T6325
7
2.72
Wagrarn
B/C
Mar -Sept
5.4
42.875
231.53
629.75
K
Sept -Apr
1
50
50.00
136.00
281.53
765.75
T6325
a
4.01
wagram
B/C
Mar -Sept
5.4
42,875
231.53
928.42
K
Sept -Apr
1
50
50.00
200.50
281.53
1128.92
T6325
9
3.6
Wagram
B/C
Mar -Sept
5.4
42.875
231.53
833.49
K
Sept -Apr
1
50
50.00
180.00
281.53
1013.49
T6325
10
4.59
Wagram
, B/C
. Mar -Sept
5.4
42,875
231.53
1062.70
K
Sept -Apr.
1
50
50.00
229.50
281.53
1292.20
T6325
11
7
Wagram
B/C
Mar -Sept
5.4
42.875
231.53
1620.68
K
Se -A r
1
50
50.00
350.00
281.53
1970.68
T6325
12
S82
Wagram
RIC
Mar -Sept
5.4
42.875
231.53
1579.00
K
Sept -Apr
1
50
50.00
341.00
281.53
1920.00
T6325
13A
6.46
Wagram
B/C
Mar -Sept
5.4
42.875
231.53
1495.65
K
Sept -Apr
1
50
50.00
323.00
281.53
1818.65
T6325
13B
2.34
Wagrarn
B/C
Mar -Sept
5.4
42.875
231.53
541.77
K
Sept -Apr
1
50
50.00
117.00
281.53
658.77
T6325
14
3,07
wagrarn
B/C
Mar -Sept
5.4
42.875
231.53
710.78
K
Se t-Apr
1
50
50.00
153.50
281.53
864.28
Optional
Crops
T6325
1-6
Norfolk
B
Mar -Sept
6.5
34.5
224.25
0�00
T6325
1-6
Norfolk
C
Mar -Sept
6.5
46
299.00
0.00
T6325
7-14
Wagram
B
Mar -Sept
5.4
36.75
198.45
0.00
T6325
7-14
wagram
C
Mar -Sept
5.4
49
264.60
0.00
Totals, 18179.75 1708
3(a) of 11

Code
3(b) of 11

This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care
should be exercised not to let small grain reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will clefinately interfere
with stand of bermuclagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermuclagrass should be grazed or out to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code
Crop
Description -Harvested As
A
Barley
Grain Crop
B
Grazed Hybrid Bermudagrass
Pasture/Grazed
C
Hybrid Bermudagrass Hay
Hay
B/C
Comb. Hybrid Bermuclagrass
Graze/Hay Combination
D
Com - Grain
Grain Crop
E
Corn - Silage
Silage
F
Cotton
Cotton Lint
G
Grazed Fescue
Pasture/Grazed
H
Fescue Hay
Hay
I
Oats
Grain Crop
J
Rye
Grain Crop
K
Grazed Overseed
Pasture/Grazed (Seeded in Bermudagrass)
L
Overseed Hay
Hay (Seeded in Bermudagrass)
M
Grain Sorghum
Grain Crop
N
Wheat
Grain Crop
0
Soybean
Grain Crop
P
Pine Trees
Pine Trees
S
Small Grain
Grain Crop/ Hay (After Grain Crop)
cc
Cover Crop
Not Harvested; Burned/Disked In
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed may, and most likely will be, more than the acres shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
4 of 11

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications
PAN/yr/animal
Farm Total/yr
1200 Farrow to Wean
4.42
5304
Farrow to Feeder
5.32
Farrow to Finish
14.45
3560 Wean to Feeder
0.31
1103.6
Wean to Finish
1.17
4600 Feeder to Finish
1.38
6348
Gilts
1.53
Boars
4.08
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 12755.6 pounds of plant available nitrogen per year and 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 63778 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermucla grass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 212 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 510.224 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
fireeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
5 of 11

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Tract
Hydrant
Soil
Type
Crop
Application Rate
in/hr
Application Amount
inches
T6325
I
Norfolk
B/C
0.5
T6325
2
Norfolk
B/C
0.5
T6325
3
Norfolk
B/C
0.5
T6325
4
Norfolk
B/C
0.5
T6325
5
Norfolk
B/C
0.5
T6325
6
Norfolk
B/C
0.5
T6325
7
Wagrarn
B/C
0.6
T6325
8
Wagrarn
B/C
0.6
T6325
9
Wagram
B/C
0.6
T6325
10
Wagram
B/C
0.6
T6325
11
Wagram
B/C
0.6
T6325
12
Wagrarn
B/C
0.6
T6325
13A
Wagram
B/C
0.6
T6325
13B
Wagram
B/C
0.6
T6325
14
Wagram
B/C
0.6
Optional Crol
T6325
1-6
Norfolk
B
0.5 1
T6325
1-6
Norfolk
C
0.5 1
T6325
7-14
Wagram
B
0.6 1
T6325
7-14
Wagrarn
C
0.6 1
6 of 11

Additional Comments:
This plan revised to reflect the most current production and application rates.
7/2012016 - This revision changes the number and type of animals from 1200
Farrow to Feeder and 4600 Feeder to Finish to 1200 Farrow to Wean, 4600
Feeder to Finish and 3560 Wean to Feeder. No crop changes have been made.
7 of 11

NUTR18NT UTILIZATION PLAN CERTIFICATION
Name of Farm: 7442; Fac. No.: 78-15
Owner: Murphy -Brown, LLC
Manager:
Owner/Manager Agreement:
I/we understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. I/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWQ before the new
animals are stocked.
I/we understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facility Owner: Murphy -Brown, LLC
Signature: zo�
Date
Name of Manager (if different from owner):
Signature:
Name of Technical Specialist:
Affiliation:
Address:
Telephone:
Toni W.
Signature:
, \�� � V —zt>t (.0
8
8 of 11

13B
13A
12
00
09
:3.c)()
.6c) )NCR
BOC #24
Obtained from FSA Aerial Photos
& Brown's of Carolina Technical
Services Department Personnel
8,64 ACRES 04
7.18 ACRES 03 08
cl�
07
Vvi I I
5.80 ACRES
(3.61 ACRES CI
05
vi

Animal Waste Management Plan Certification
(Please type or print all information that does not require a signature)
General Information-
Operation Descriotion
Type of ine
No. of Animals Type of Poultry
L�'J,,�
Wean to Feeder
3560 Layer
Feeder to Finish
4600 Pullets
Farrow to Wean
1200
Farrow to Feeder
ED
Farrow to Finish
0
Wean to Finish
El
Gilts
No. of Animals Type of Cattle No. of Animals
0 Dairy
ED Beef
Acreage Available for Application: 74.16 Required Acreage: __ 74.16
Number of Lagoons / Storage Ponds: 2 -Total Capacity: tiVIS, I-" _CubicFeet(U)
Are subsurface drains present on the farm: Yes or (please circle one)
If YES: are subsurface drains present in the area'of the LAGOON or SPRAY FIELD (please circle one)
Owner / Manager Agreement
I (we) verify that all the above information is correct and will be updated upon changing. I (we) understand the operation and
maintenance procedures established in the approved animal waste management plan for the farm named above and will implement
these procedures. I (we) know that any expansion to the existing design capacity of the waste treatment and storage system or
construction of new facilities will require a new certification to be submitted to the Division of Environmental Management before the
new animals are stocked. I (we) understand that there must be no discharge of animal waste from the storage or application system
to surface waters of the state either directly through a man-made conveyance or from a storm event less severe than the 25 - year,
24 - hour storm and there must not be run-off from the application of animal waste. I (we) understand that run-off of pollutants from
lounging and heavy use areas must be minimized using technical standards developed by the Natural Resources Conservation
Service. The approved plan will be filed at the farm and at the office of the local Soil and Water Conservation District. I (we) know
that any modification must be approved by a technical specialist and submitted to the Soil and Water Conservation District prior to
implementation. A change in land ownership requires written notification to DEM or a new certification (if the approved plan is
changed) within 60 days of a title transfer.
Name of Land Ow
Signature:
Name of Manager
Signature:
different from owner):
Date: `_t/_
Date
AWC -- August 1, 1997

Technical Specialist Certification
1. As a technical specialist designated by the North Carolina Soil and Water Conservation Commission
pursuant to 15A NCAC 6F .0005. 1 certify that the animal waste management system for this farm named
above has an animal waste management plan that meets or exceeds standards and specifications of the
Division of Environmental Management (DEM) as specified in 15A NCAC 2H.201 and the USDA -Natural
Resources Conservation Service (NRCS) and/or the North Carolina Soil and Water Conservation
Commission pursuant to 15A NCAC 2H.0217 and 15A NCAC 6F .0001.0005. The following elements are
included in the plan as applicable. While each category designates a technical specialist who may sign each
certification (SD, SI, WUP, RC, 1), the technical specialist should only certify parts for which they are
technically competent.
11. Certification of Design
A) Collection. Storage, Treatment System
Check th"propri . ate box
EST Existing facility without retrofi (SDOrWUP)
Storage volume is adequate for operation capacity: storage capability consistent with waste
utilization requirements.
New, expanded or retrofitted facili (SD)
Animal waste storage and treatment structures, such as but not limited to collection systems,
lagoons and ponds. have been designed to meet or exceed the minimum standards and
specifications.
Name of Technical Specialist (Please Print): Toni W. King
Affiliation Murphy -Brown, LLC Date Work Completed:
Address (Age@cy): P.O. Box 85E�, V
3 �ersaw, NC2839f Phone No.: [phone]
Signature: Date:
B) Land Application Site (WUP)
The plan provides for minimum separations (buffers); adequate amount of land for waste utilization;
chosen crop is suitable for waste management hydraulic and nutrient loading rates.
Name of Technical Specialist (Please Print): Toni King
Affiliation Murphy -Brown, LLC Date Work Completed:
Address (Agepcy): . P.O. Box 856, Warsaw, INC 2839E Phone No.: ('910) 293-3434
Signature:%.� � . \ � gz�_ Date:
C) Runoff Controls from Exterior Lots
Check the appropriate box
(SD or WUP or RC)
This facility does not contain any exterior lots.
Facility with exterior lots (RC)
Methods to minimize the run off of pollutants from lounging and heavy use areas have been
designed in accordance with technical standards developed by NRCS.
Name of Technical Specialist (Please Print): Toni W. King
Affiliation Murphy -Brown, LLC Date Work Completed:
Address (Agenci(Y P.O. Box 856, Warsaw, NC 2839E Phone No.: ('910) 293-3434
Signature: Date: L'
AWC -- August 1, 1997

D). Agplication and Handling Equipmen
Check Ppmpriate box
Existing or expanding facility with existing Waste application equipment (WUP or 1)
Animal waste application equipment specified in the plan has been either field calibrated or
evaluated in accordance with existing design charts and tables and is able to apply waste as
necessary to accommodate the waste management plan: (existing application equipment can cover
the area required by the plan at rates not to exceed either the specified hydraulic or nutrient loading
rates. A schedule for timing of applications has been established; required buffers can be
maintained and calibration and adjustment guidance are contained as part of the plan).
New, expanded or existing facility without existing waste application eguipment for spray irrigation.
(1)
Animal waste application equipment specified in the plan has been designed to apply waste as
necessary to accommodate the waste management plan: (proposed application equipment can
cover the area required by the plan at rates not to exceed either the specified hydraulic or nutrient
loading rates; a schedule for timing of applications has been established: required buffers can be
maintained: calibration and adjustment guidance are contained as part of the plan).
New, expanded or existing facility without existing waste application equipment for land spreading
not using spray irrigation. (VVUP or 1)
Animal waste application equipment specified in the plan has been selected to apply waste as
necessary to accommodate the waste management plan: (proposed application equipment can
cover the area required by the plan at rates not to exceed either the specified hydraulic or nutrient
loading rates: a schedule for timing of applications has been established; required buffers can be
maintained: calibration and adjustment guidance are contained as a part of the plan).
Name of Technical Specialist (Please Print): Toni W. King
Affiliation Murphy -Brown, LLC Date Work Complete&
Address (Agerp): P.O. Box 856, YVarsaw, NC 2839E Phone No.: [phone]
Signatule. - Y-, s . � — — Date: - S -14 --2x') Q
E) OUU1 � [ILFUI, insect Uontrol, Mortality �aqement and Emergency Action Plan (SD.
SI, WUR RC or 1)
The waste management plan for this facility includes a Waste Management Odor Control Checklist,
an Insect Control Checklist, a Mortality Management Checklist and an Emergency Action Plan.
Sources of both odors and insects have been evaluated with respect to this site and Best
Management Practices to Minimize Odors and Best Management Practices to Control Insects have
been selected and included in the waste management plan. Both the Mortality Management Plan
and the Emergency Action Plan are complete and can be implemented by this facility.
Name of Technical Specialist (Please Print): Toni W. King
Affiliation Murphy -Brown, LLC Date Work Completed:
Address (Age y): P.O. B Phone No. [phone]
Signature�
F) Written Notice ot New YZZ't—^' Date: OIL,
or Expanding Swine\Farm
The following signature block is only to be used for new or expanding swine farms that begin
construction after June 21, 1996. If the facility was built before June 21, 1996, when was it
constructed or last expanded
I (we) certify that I (we) have WttemPted ­Tto contact'by certified mail all adjoining property owners and
all property owners who own property located across a public road, street or highway from this new
or expanding swine farm. The notice was in compliance with the requirements of NCGS 106-805.
A copy of the notice and a list of property owners notified is attached.
Name of Land Owner:
Signature:
Name of Manager (if Fiff—ere—nt f—rom �owner)
Signature:
AWC -- August 1, 1997

Ill. Certification of Installation
A) Collection-StoracLe, Treatment Installation
New, expanded or retrofitted facili (SI)
Animal waste storage and treatment structures, such as but not limited to lagoons and ponds, have
been installed in accordance with the approved plan to meet or exceed the minimum standards and
specifications,
For existing facilities without retrofits, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation Date Work Completed:
Address (Agency): Phone No.:
Signature: Date:
B) Land Application Site (WUP)
Check the appmPriate box
Lz-�The cropping system is in place on all land as specified in the animal waste management plan.
Conditional Approval: all required land as specified in the plan is cleared for planting: the
cropping system as specified in the waste utilization plan has not been established and the owner
has committed to establish the vegetation as specified in the plan by _ (month/daylyear);
the proposed cover crop is appropriate for compliance with the waste utilization plan.
ED Also check this box if appropriate
If the cropping system as specified in the plan can not be established on newly cleared
land within 30 days of this certification, the owner has committed to establish an interim
crop for erosion control:
Name of Technical Specialist (Please Print): Toni W. King
Affiliation Murphy -Brown, LLC , Date Work Completed:
Address (AgeBcy): P.O. Box 85 arsaw, NC 2839E Phone No.: [phone]
Signature: te: -JL-k
This following signature block is only to be used when the box for conditional approval in Ill. B
I (we) certify that I (we) have committed to establish the cropping system as specified in my (our) waste
utilization plan, and if appropriate to establish the interim crop for erosion control, and will submit to DEM a
verification of completion from a Technical Specialist within 15 calendar days following the date specified in the
conditional certification. I (we) realize that failure to submit this verification is a violation of the waste
management plan and will subject me (us) to an enforcement action from DEM.
Name of Land Owner:
Signature:
Name of Manager (if different from owner):
Signature:
AWC -- August 1, 1997 4

C) Runoff Controls from Exterior Lots (RC)
Facility with exterior lots
Methods to minimize the run off of pollutants from lounging and heavy use area have been installed
as specified in the plan.
For facilities without exterior lots, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation Date Work Completed:
Address (Agency): Phone No.:
Signature: Date:
D) A I �jtijon a, a
ica ig�and H ling Equipment Installation (WUP or 1)
Che the �Pp' up 6
c Z�Animal waste application and handling equipment specified in the plan is on site and
ready for use: calibration and adjustment materials have been provided to the owners
and are contained as part of the plan.
Animal waste application and handling equipment specified in the plan has not been
installed but the owner has produced leasing or third party application and has provided
a signed contract: equipment specified in the contract agrees with the requirements of
the plan: required buffers can be maintained: calibration and adjustment guidance
have been provided to the owners and are continued as part of the plan.
Conditional approval: Animal waste application and handling equipment specified in
the plan has been purchased and will be on site and installed by
(month/day/year); there is adequate storage to hold the waste until the equipment is
installed and until the waste can be land applied in accordance with the cropping
system contained in the plan; and calibration and adjustment guidance have been
provided to the owners and are contained as part of the plan.
Name of Technical Specialist (Please Print): Toni W. King
Affiliation Murphy -Brown, LLC --Date Work Completed:
Address (Agencift P.O. Box 856, Warsaw, NC 2839E Phone No.: (91 �)293 3j3
:7
Signature: Date:
The fol lowinji-sig nature block is only'used wl4n the box for conditional approval in III D above
has been checked.
I (we) certify that I (we) have committed to purchase the animal waste application and handling equipment as
specified in my (our) waste management plan and will submit to DEM a verification of delivery and installation
from a Technical Specialist within 15 days following the date specified in the conditional certification. I (we)
realize that failure to submit this verification is a violation of the waste management plan and will subject me (us)
to an enforcement action from DEM.
Name of Land Owner
Signature: Date:
Name of Manager (if different from �owner)
Signature: Date
E) Odor Control, insect Control and Mortality Management (SD. S1, WUR RC or 1)
Methods to control odors and insects as specified in the Plan have been installed and are operational. The
mortality management system in the Plan has also been installed and is operational.
Name of Technical Specialist (Please Print): Toni W. King
Affiliation Murphy -Brown, LLC — Date Work Completed:
Address (Ageipcy): P.O. Box 856, Warsaw, NC 2839f Phone No.: [phone]
Signature,_�' y
Date:
AWC -- August 1, 1997 5

74421 BMPs 1996.pdf
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Insect Control Checklist for Animal Operations
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Source Cause BMPs to Control Insects Site Specific Practices 0-
Liquid Systems
Flush gutters Accumulation of solids Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed
Remove bridging of accumulated solids at
discharge
Lagoons and pits Crusted solids Maintain lagoons, settling basins and pits where
F _x] pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6 to
8 inches over more than 30 percent of surface
Excessive vegetative - Decaying vegetation F—,-1 Maintain 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.
Feeders Feed spillage Design, operate, and maintain feed systems (e.g.,
bunkers and troughs) to minimize the
accumulation of decaying wastage
Clean up spillage on a routine basis (e.g., 7- to
10-day interval during summer; 15- to 30-day
interval durina winter)
AMIC —November 11, 1996, page I

Insect Control Checklist for Animal Operations
Feed storage Accumulations of feed residues
Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by ensuring drainage is away from site
and/or providing adequate containment (e.g.,
covered bin for brewer's grain and similar high
moisture grain products)
Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed
Animal holding areas Accumulations of animal wastes
Eliminate low areas that trap moisture along
and feed wastage F-X1
fences and other locations where waste
accumulates and disturbance by animals is
minimal
Maintain fence rows and filter strips around
animal holding areas to minimize accumulations
of wastes (i.e., inspect for and remove or break up
accumulated solids as needed)
Dry manure handling Accumulations of animal wastes
Remove spillage on a routine basis (e.g., 7- to 10-
systems
day interval during summer; 15- to 30-day
interval during winter) where manure is loaded
for land application or disposal
Provide for adequate drainage around manure
stockpiles
E:1
Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and
manure handling areas as needed
For more information contact:
Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC 27695-761 30.
AMIC - November 11, 1996, pa.-e 2
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Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Farmstead 0 Swine production X Vegetative or wooded buffers
X Recommended best management practices
17X 1 Good judgment and common sense
Animal body surfaces . Dirty manure -covered animals FX I Dry floors
Floor surfaces . Wet manure -covered floors
Manure collection pits . Urine
. Partial microbial decomposition
Ventilation exhaust 0 Volatile g-ases
fans
. Dust
Indoor surfaces . Dust
F I Slotted floors
F] Waterers located over slotted floors
X Feeders at high end of solid floors
X Scrape manure buildup from floors
Underfloor ventilation for drying
Frequent manure removal by flush, pit recharge,
F7xor scrape
F---,—1 Underfloor ventilation
FxI Fan maintenance
F----1 Efficient air movement
groups ot animals
F1Feed additives
F-1
Feeder covers
Feed delivery downspout extenders to feeder
F-1
covers
Flush tanks . Agitation of recycled lagoon
Flush tank covers
liquid while tanks are filling
F-1
Extend fill lines to near bottom of tanks with
1-1
anti -siphon vents
Flush alleys 0 Agitation during wastewater
Underfloor flush with underfloor ventilation
conveyance
AMOC —November 11, 1996, pagge I
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Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Pit recharge points . Agitation of recycled lagoon Extend recharge lines to near bottom of pits with
liquid while pits are filling anti -siphon vents
Lift stations . Aaitation during sump tank Sump tank covers
down
filing and draw
Outside drain 0 Agitation during wastewater Box covers
collection orjunction conveyance
boxes
End of drainpipes at Agitation during wastewater Extend discharge point of pipes underneath
lagoon conveyance IE lagoon liquid level
Lagoon surfaces . Volatile gas emissions 1XI Proper lagoon liquid capacity
• Biological mixing X] Correct lagoon startup procedures
• Agitation X Minimum surface area -to -volume ratio
X Minimum agitation when pumping
Mechanical aeration
Proven biological additives
Irrigation sprinkler 0 High pressure agitation — Irrigate on dry days with little or no wind
nozzles Fx1
. Wind drift F I Minimum recommended operating pressure
F--1 Pump intake near lagoon liquid surface
Pump from second -stage lagoon
Storage tank or basin . Partial microbial decomposition Bottom or midlevel loading
surface 7
• Mixing while filling Tank covers
• Agitation when emptying Basin surface mats of solids
F-1 Proven biological additives or oxidants
AMOC —November 11, 1996, page 2
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Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Settling basin surface
0 Partial microbial d o pos . tion
Extend drainpipe outlets underneath liquid level
. Mixing while filling
Remove settled solids regularly
. Agitation when emptying
Manure, slurry, or
0 Agitation when spreading
Soil injection of slurry/sludges
sludge spreader outlets
. Volatile gas emissions
Wash residual manure from spreader after use
Proven biological additives or oxidants
Uncovered manure,
0 Volatile gas emissions while
Soil injection of slurry/sludges
slurry, or sludge on
drying
field surfaces
Soil incorporation within 48 hours
ElSpread
in thin unifirin layers for rapid drying
r__1
Proven biological additives or oxidants
Dead animals 0 Carcass decomposition Fx1 Proper disposition ot carcasses
Dead animal disposal 0 Carcass decomposition Complete covering otcareasses in burial pits
pits 1-1
F7Proper location/construction of disposal pits
Incinerators . incomplete combustion F-1 Secondary stack burners
Standing water around - Improper drainage
facilities
. Microbial decomposition of
Grade and landscape such that water drains away
FX I from facilities
Manure tracked onto Poorly maintained access roads Farm access road maintenance
public roads from farm Eil
access
AMOC —November 11, 1996, pagge 3
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Additional Information:
Available From:
Swine Manure Management; .0200 Rule/BMP Packet
NCSU, County Extension Center
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet
NCSU— BAE
(0
Swine Production Facility Manure Management: Pit Recharge— Lagoon Treatment; EBAE 128-88
NCSU— BAE
-0
Swine Production Facility Manure Management: Underfloor Flush— Lagoon Treatment; EBAE 129-88
NCSU— BAE
0-
Lagoon Design 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— Swine Extension
Environmental Assurance Program; NPPC Manual
N.C. Pork Producers Assoc.
Options for Managing Odor; a report from the Swine Odor Task Force
NCSU Agricultural Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings
Florida Cooperative Extension
AMOC - November 11, 1996, page 4

74421 BMP Mortality Management Methods 030119.pdf
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mi FolderMill

74421 BMP Mortality Management Methods 030119pdf
version —November 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented
Men selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.1064103). The bottom of the burial pit should beat least one foot above the seasonal
high water table. Attach burial location map and plan,
Landfill at municipal solid waste facility permitted by NC DEQ under GS I SA NCAC
[71 El 1313.0200.
1-1 F1 Rendering at a rendering plant licensed under G.S. 106-168.7.
FX_1 D Complete incineration according to 02 NCAC: 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture & Con-
D E] 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 NG DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
D El NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(W(itten 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.
Michael L Wd U
Signature of Farm Owner/Manager
Signature of Technical Specialist
3-1-19
Date
3-1-19
Date

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

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

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

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

• Practice water conservation --- minimize building water usage and spillage from
leaking waterers, broken pipes and washdown through proper maintenance and water
conservation.
• Minimize feed wastage and spillage by keeping feeders adjusted, This will reduce the
amount of solids entering the lagoon.
Management:
Maintain lagoon liquid level between the permanent storage level and the full
temporary storage level.
• Place visible markers or stakes on the lagoon bank to show the minimum liquid level
and the maximum liquid level. (Figure 2-1).
• Start irrigating at the earliest possible date in the spring based on nutrient
requirements and soil moisture so that temporary storage will be maximized for the
summer thunderstorm season. Similarly, irrigate in the late summer / early fall to
provide maximum lagoon storage for the winter.
• The lagoon liquid level should never be closer than I foot to the lowest point of the
dam or embankment.
• Don not pump the lagoon liquid level lower than the permanent storage level unless
you are removing sludge.
• Locate float pump intakes approximately 18 inches underneath the liquid surface and
as far away from the drainpipe inlets as possible.
• Prevent additions of bedding materials, long-stemmed forage or vegetation, molded
feed, plastic syringes, or other foreign materials into the lagoon.
• Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
• Maintain strict vegetation, rodent, and varmint control near lagoon edges.
• Do not allow trees or large bushes to grow on lagoon dam or embankment.
• Remove sludge from the lagoon either when the sludge storage capacity is full or
before it fills 50 percent of the permanent storage volume.
• If animal production is to be terminated, the owner is responsible for obtaining and
implementing a closure plan to eliminate the possibility of a pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:
5

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

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

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) glo- 4�3--�300
EMERGENCY MANAGEMENT SERVICES (EMS) �ko- [P-1 �1- 3 k C-ic)
SOIL AND WATER CONSERVATION DISTRICT (SWCD) ala:j_ �A- 14 -1 Id
NATURAL RESOURCES CONSERVATION SERVICE (NRCS)
COOPERATIVE EXTENSION SERVICE (CES)
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.
I - Stop the release of wastes. Depending on the situation, this may or may not be possible. Suggested
responses to some possible problems are listed below.
A. Lagoon overflow - possible solutions are
a) Add soil to berm to increase elevation of dam.
b) Pump wastes to fields at an acceptable rate.
C) Stop all flow to the lagoon immediately.
d) Call a Pumping contractor.
a) Make sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include,
a) Immediately stop waste application.
b) Create a temporary diversion to contain waste.
C) Incorporate waste to reduce runoff.
d) Evaluate and eliminate the reason(s) that cause the runoff.
a) Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers - action include:
a) Stop recycle pump.
b) Stop irrigation pump.
C) Close valves to eliminate further discharge.
d) Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators - action include:
a) Stop recycle pump.
b) Stop irrigation pump.
C) Make sure siphon occurs.
d) Stop all flow in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks -
possible action:
a) Dig a small sump or ditch from the embankment to catch all seepage, put in a submersible
pump, and pump back to lagoon.
b) If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil.
C) Have a professional evaluate the condition of the side walls and the lagoon bottom as soon
as possible.

2. Assess the extent of the spill and note any obvious damages,
a Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
a. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone #, After hours,
emergency number: [phone]. Your phone call should include: your name, facility
number. telephone number, the details of the incident from item 2 above, the exact
location of the facility, the location or direction of the movement of the spill, weather and
wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice / technical assistance phone number.
4. If none of the above works call 911 or the Sheriffs Department and explain your problem to
them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize offsite damage.
a. Contractors Name: Murphy Brown, LLC
b. Contractors Address: P.O. Box 856, Warsaw, NC 28398
c . Contractors Phone: F91-0)293-3434
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: Kraig Westerbeek
b. Phone: (910) 293 - 5330
Implement procedures as advised by DWQ and technical assistance agencies to rectify the
damage. repair the system, and reassess the waste management plan to keep problems
with release of wastes from happening again.

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Cause BMT�s 10 Minimize �Odor�Slte S'pecific Prac�fices
rated
and ope�
sufficiently to remove accumulated
solids from gutters as designed.
Remove bridging of accumulated solids at
discharge
Lagoons and Pits Cruste� §oIj,:s V) Maintain agoons, 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.
-�'�ylig vegetation (,)Maintain vegetative control along banks of
Vegetative Growth lagoons and other impoundment's to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage
Design, operate and maintain feed systems (e,g..
bunkers and troughs) to minimize the accumulation
of decaying wastage.
Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during winter),
Accumulation of feed
residues
Reduce moisture accumulation within a
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).
Inspect for and remove or break up accumulated
s 0 lids in filter strips around feed storage as needed.
:1 linulationni anti I
Areas wastes and feed wastage
:: III Hill 11 1 1 1 1 net trap moisture along fences
and other locations where waste accumulates and
disturbance by animals is minimal.
Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e. inspect for and remove or break up accumulated
solids as needed).
MIC — November 11, 1996
10

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

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BMP's to Minimize Odor Site Specific Practices
Farmstead Swine production (V)Vegetative or wooded buffers
(V)Recommended best management
practices:
(V)Good judgment and common sense
Animal body Dirty manure )Dry floors
surfaces covered animals
Floor surfaces
vvei rTianure-coverea �,)�iottect noors;
floors (V)Waterers located over slotted floors;
(v')Feeders at high end of solid floors;
(V)Scrape manure buildup from floors:
( )Underfloor ventilation for drying
Manure collection Urine (V)Frequent manure removal by flush, pit
pits recharge or scrape
Partial microbial )Underfloor ventilation
decomposition
Ventilation Volatile gases (v)Fan maintenance;
exhaust fans Dust (V)Efficient air movement
Indoor surfaces Dust (V)Washdown between groups of animals
( )Feed additives;
( )Feeder covers;
( )Feed delivery downspout extenders to
feeder covers
Flush Tanks Agitation of recycled ( )Flush tank covers
lagoon liquid while tanks ( )Extend fill lines to near bottom of tanks
are filling with anti -siphon vents
Flush alleys Agitation during waste ( )Underfloor flush with underfloor
water conveyance ventilation
Pit recharge Agitation of recycled ()Extend recharge lines to near bottom of
points lagoon liquid while pits pits with anti -siphon vents
are filling
Agitation during sump )Sump tank covers
tank filling and drawdown
Outside drain Agitation during waste )Box Covers
collection or water conveyance
junction boxes
End of drain
Agitation during waste
)Extend discharge point of pipes
pipes at lagoon
water
underneath lagoon liquid level
Lagoon surfaces
Volatile gas emissions
(V)Proper lagoon liquid capacity
Biological mixing
(V)Correct lagoon startup procedures
Agitation
( )Minimum surface area -to -volume ratio
(V)Minimum agitation when pumping
)Mechanical aeration
)Proven biological additives
Irrigation sprinkler
High pressure agitation
(V)Irrigate on dry days with little or no wind
nozzles
Wind draft
(v)Minimum recommended operation pressure
(V)Pump intake near lagoon liquid surface
( )Pump from second -stage lagoon
AMOC — November 11, 1996
12

Storage tank or
Partial microbial
( )Bottom or midlevel loading
basin surface
decomposition Mixing while
( )Tank covers
filling Agitation when emptying(
)Basin surface mats of solids
( )Proven biological additives or oxidants
Settling basin
Partial microbial decom-
( )Extend drainpipe outlets underneath liquid
surface
position Mixing while filling
level
Agitation when emptying
( )Remove settled solids regularly
Manure, slurry or
Agitation when spreading
( )Soil injection of slurry/sludges
sludge spreader
Volatile gas emissions
( )Wash residual manure from spreader after use
outlets
( )Proven biological additives or oxidants
Dead animals
Carcass decomposition
( )Proper disposition of carcasses
Dead animal
Carcass decomposition
( )Complete covering of carcasses in burial pits
disposal pits
( )Proper location I construction of disposal pits
Incinerators
Incomplete combustion
( )Secondary stack burners
Standing water
improper drainage
(V)Farm access road maintenance
around facilities
Microbial decomposition of
away from facilities
organic matter
Manure tracked Poorly maintained access (V)Farm access road maintenance
onto public roads roads
from farm access
Additional Information Available From:
Swine Manure Management 0200 Rule / BMP Packet NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management:Pit Recharge --Lagoon Treatment:EBAE128-88NCSU-BAE
Swine Production Facility Manure Management: Underfloor Fluse-Lagoon Treatment 129-88NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE103-83NCSU-BAE
Calibration of Manure and Wastewater Application Equipment EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33 NCSU-Swine Extension
Environmental Assurance Program: NPPC Manual NC Pork Producers
Assoc
Options for Managing Odor; a report from the Swine Odor Task Force NCSLI Agri Communication
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO101, Florida Cooperative Extension
1995 Conference Proceedings
The issues checked ( ) pertain to this operation. The landowner / integrator agrees to
use sound judgment in applying odor control measures as practical.
I certify the aforementioned odor control Best Management Pracl
,&,ce�'I
with me. Ze77&
_4 _
(Landowner Signature)
13

Address: P0 Box 856
Warsaw, NC 28398
Countv: Robeson
FARM INFORMATION
Nursery:
Wean to Finish:
Finishing:
Farrow to weanling:
Farrow to feeder:
Farrow to finish:
Boars:
Storage Period:
25 Yr. / 24 Hr Storm Event
"Heavy Rain" Factor
Rainfall in Excess of Evaporation
Additional Water Usage:
Additional Drainage Area:
Checked By: DSE
Date:
Sheet 1 of 7
POON DESIGN
Farm Population._
12/17/08
0
0
0
1200 Hd.
0
0
0
180 Days
7.5 In,
7.0 In.
0
0
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape?
(Y/N) ------------
N
Does Operator Want Emergency Spillway?
(Y/N) ------------
N
Was This Design Built Prior to Sept. 1996?IIVY -7y
(Y/N) ------------
Y
Is Drain Tile Req'd to Lower SHWT?
(Y/N) ------------
N
Seasonal High Water Table Elev: -------------------
Freeboard: -------------------
1.0
Ft.
Emergency Spillway Flow Depth:
Side Slopes: -------------------
3
:1 (H:V)
Inside Top Length:
600.0
Ft.
Inside Top Width:
175.0
Ft.
Top of Dike Elevation: ----------------
Depth
45.50
Ft.
Finished Bottom Elevation: ----------------
11.00 Ft.
34.50
Ft.
Start Pump Elevation: ----------------
20.04 In.
43.83
Ft.
Stop Pump Elevation: ----------------
45.6 In.
41.70
Ft.
LAGOON VOLUME REQUIRED VOL.
Storm Stor= 65625 (Cu.Ft.)
Temporary = 188140 (Cu.Ft.)
Permanent = 519600 (CuXt.)
Total Volume =
DESIGN VOLUMES
66,493 (Cu.Ft.)
197,036 (Cu.Ft.)
524,061 (Cu.Ft.)
787,590 (Cu.Ft.)
1/2 Treatment Volume = 259,800 (Cu.Ft.)
1/2 Treatment Volume Elevation 38.49 Ft.
90 Temporary Storage Volume Elevation 42.52 Ft.
Min. Required Liner Thickness
Lagoon Surface Area. (inside TOD)
% REQ'D.
101.32%
104.73%
100.86%
101.84%
84.12 In.
35.81 In.
1.6 Ft.
105,000 S.F.
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw, NC 28398 [phone]

Address: PO Box 856
Warsaw, NC 28398
Countv: Robeson
Checked By: DSE
Date: 12/17/08
Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME:
Cu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.)
Area (SF)
Incr. Vol. (Cu. FT)
Cumul. Vol. (Cu. FT)
34.50
58,206
0
35.00
60,144
29,588
29,588
36.00
64,074
62,109
91,697
37.00
68,076
66,075
157,772
38.00
72,150
70,113
227,885
39.00
76,296
74,223
302,108
40.00
80,514
78,405
380,513
41.00
84,804
82,659
463,172
42.00
89,166
86,985
550,157
43.00
93,600
91,383
641,540
44.00
98,106
95,853
737,393
45.00
102,684
100,395
837,788
45.50
105,000
51,921
889,709
These volumes were
calculated using the vertical average end area method.
TOTAL REQD VOL
773,365
CF
CUMULATIVE
VOL.
ZONE VOL.
0
101.81%
0
END PUMP
41.70
FT
524,061 CF
TR'MT
524,061
0
100.86%
0
START PUMP
43.83
FT
721,097 CF
TEMP
197,036
104.73%
1'%100
MAX STORAGE
44.50
FT
787,590 CF
STORM
66,493
101.32%
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw, NC 28398 [phone]

Grower:
7442-1
Designed By: KBW
Address:
PC Box 856
Checked By: DSE
Warsaw, NC 28398
Date: 12117108
County:
Robeson
Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
jAnimal Type Capacity ALW (cuft/llb) �-Total
Nursery
0
30
1.00
0
Wean to Finish
0
115
1.00
0
Finishing
0
135
1.00
0
Farrow to weanling
1,200
433
1.00
519,600
Farrow to feeder
0
522
1.00
0
Farrow to finish
0
1,417
1.00
0
Boars
0
400
1.00
0
Total Required Treatment Volume (cu. ft.)=
Sludge Storage Volume:
519,600
lAnimal Type Capacity ALW (cu.ft./lb) �-T o t �al
Nursery
0
30
0.00
0
Wean to Finish
0
115
0.00
0
Finishing
0
135
0.00
0
Farrow to weanling
1,200
433
0.00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
0
1,417
0.00
0
Boars
0
400
0.000
0
Total Required Sludge Storage Volume (cu. ft.)=
Temporary Storage Volume:
Manure Production:
0
lAnimal Type Capacity Sto. Perio-d—d —/day)-- Total
Nursery
0
180
0.30
0
Wean to Finish
0
180
1.17
0
Finishing
0
180
1.37
0
Farrow to weaning
1,200
180
4.39
949,136
Farrow to feeder
0
180
5.30
0
Farrow to finish
0
180
14.38
0
Boars
0
180
4.06
0
Total Manure Production (gals.)=
Total Manure Production (cu.ft.)=
Excess Fresh Water:
949,136
126,890
AnimalType Capacity Sto. Period d./day) = Total :::�
Nursery
0
180
0.00
0
Wean to Finish
0
180
0.00
0
Finishing
0
180
0.00
0
Farrow to weanling
1,200
180
0.00
0
Farrow to feeder
0
180
0.00
0
F� iLrow to finish
0
180
0.00
0
1, oa
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cuft)=
0
0

Grower: 7442-1
Designed By: KBW
Address: PO Box 856
Checked By: DSE
Warsaw, NC 28398
Date: 12/17/18
County: Robeson
Sheet 4 of 7
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft
Vol.= (105000 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 611,250
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'l Drainage Area) * 25Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (105000 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 25Y0241-11r. Storm Event (cu.ft)= 65,625
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'l Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (105000 sq.ft + 0 sq.ft.) * 0.0 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) =
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
Total Required Storm Storage
(25Yr. / 241-11r. Storm +'Heavy Rain')= 65,625 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) 188,140 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) 519,600 (CU.FT)
TOTAL REQUIRED VOLUME = 773365 (CU.FT.)

Grower: 7442-1 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/1711,
County: Robeson Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation -------------------
45.50
FT.
Emergency Spillway Crest Elevation -------------------
Not Al
Applicable
Top of 25Yr. / 241-1r. Storm Storage -------------------
44.50
FT.
Top of "Heavy Rain" Storage -------------------
Not
Applicable
Start Pump Elevation -------------------
43.83
FT.
End Pump Elevation -------------------
41.70
FT.
Top of Sludge Storage -------------------
Not
Applicable
Seasonal High Watertable Elev. -------------------
0.00
Finished Bottom Elevation -------------------
34.50
FT,
Inside Top Length -------------------
600.00
FT.
Inside Top Width -------------------
175.00
FT.
Side Slopes -------------------
3:1
H:V
Lagoon Surface Area -------------------
105,000
SF
Min. Liner Thickness (if required) -------------------
1.6
FT.
Freeboard Depth -------------------
1.00
FT.
Temporary Storage Period -------------------
180
Days
Zone Depths:
TOTAL DESIGN VOLUME = 787590 (CU.FT,)
Treatment / Sludge Storage Zone Depth ----------- 7.2 FT.
Temporary Storage Zone Depth ----------- 2.1 FT.
Freeboard / Storm Storage Zone Depth ----------- 1.7 FT.
Total Lagoon Depth ----------- 11.0 FT.
Lei

Grower: 7442-1 Designe KBW
Address: PO Box 856 Checke(DSE
Warsaw, NC 28398 Date: 12/17/08
County: Robeson Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV = 45.50
TOP OF STORM ELEV = 44.50
STRT PMP EL.= 43.83 TOP OF TEMP STORAGE ELEV = 43.83
END PMP EL. = 41.70 TOP OF TREAT ELEV = 41.70 SHWT 0.00
FINISHED BOTTOM ELEV = 34.50
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: 7442-1
Designed By: KBW
Address: PO Box 856
Checked By: DSE
Warsaw, NC 28398
Date: 12/17/18
County: Robeson
Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
A"?O
NOTE: See attached Waste Utilization Plan
EAL
023994
DESIGNED:
DATE: �b 71al'
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
nal certification of the farm.
LLC Engineering P.O. Box 856, Warsaw
293-3434

Grower:
Address: PO Box 856
Warsaw, INC 28398
Countv: Robeson
FARM INFORMATION
Nursery:
Wean to Finish:
Finishing:
Farrow to weaning:
Farrow to feeder:
Farrow to finish:
Boars:
Storage Period:
25 Yr. / 24 Hr Storm Event
"Heavy Rain" Factor
Rainfall in Excess of Evaporation
Additional Water Usage:
Additional Drainage Area:
Checked By: DSE
Date: 08/03/16
Sheet 1 of 7
Farm Population:
3560 Hid.
0
4600 Hid.
0
0
0
0
180 Days
7.5 1 n.
7.0 In.
0
0
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape?
(Y/N) ------------
N
Does Operator Want Emergency Spillway?
(Y/N) ------------
N
Was This Design Built Prior to Sept. 1996?
(Y/N) ------------
Y
6/19/1995
Is Drain Tile Req'd to Lower SHWT?
(Y/N) ------------
N
Seasonal High Water Table Elev: ----- - ------------
40.00
Ft.
Freeboard: — -----------------
1.0
Ft.
Emergency Spillway Flow Depth:
Side Slopes: -------------------
3
:1 (H:V)
Inside Top Length:
630.0
Ft.
Inside Top Width:
235.0
Ft.
Top of Dike Elevation: ----------------
Depth
45.00
Ft.
Finished Bottom Elevation: ----------------
10.00 Ft.
35.00
Ft.
Start Pump Elevation: ----------------
19.92 In.
43.34
Ft.
Stop Pump Elevation: ----------------
43.68 In.
41.36
Ft.
LAGOON VOLUME REQUIRED VOL.
Storm Stor=
Temporary =
Permanent =
Total Volume =
92531 (CuXt.)
264096 (CuXt.)
727800 (CuXt.)
)84,427 (CuXt.)
DESIGN VOLUMES
92,634 (Cu.Ft.)
266,444 (Cu.Ft.)
1,087,687
1/2 Treatment Volume = 363,900 (Cu.Ft.)
112 Treatment Volume Elevation 38.39 Ft.
90 Temporary Storage Volume Elevation 42.06 Ft.
Min. Required Liner Thickness
Lagoon Surface Area: (Inside TOD)
% REQ'D.
100.11%
100.89%
100.10%
79.35 In.
35.30 In.
1.5 Ft.
148,050 S.F.
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw, NO 28398 [phone]

Address: PO Box 856
Warsaw, NC 28398
County: Robeson
Checked By: DSE
Date: 08/03/16
Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: Cu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.)
Area (SF)
35.00
99,750
36.00
104,256
37.00
108,834
38.00
113,484
39.00
118,206
40.00
123,000
41.00
127,866
42.00
132,804
43.00
137,814
44.00
142,896
45.00
148,050
Incr. Vol. (Cu. FT)
102,003
106,545
111,159
115,845
120,603
125,433
130,335
135,309
140,355
145,473
Cumul. Vol. (Cu. FT)
0
102,003
208,548
319,707
435,552
556,155
681,588
811,923
947,232
1,087,587
1,233,060
These volumes were calculated using the vertical average end area method
TOTAL REQD VOL
1,084,427
CIF
CUMULATIVE
VOL.
ZONE VOL.
100.22%
0
ENDPUMP====
41.36
FT
728,509 CIF
TR'M
IT
728,509
100.10%
1
0
START PUMP
43.34
FT
994,953 CIF
TEMP
266,444
100.89%
010
10�0
MAX STORAGE
44.00
FT
1,087,587 CIF
STORM
92,634
100.11%
Mufphy-Brown, LLC Engineering P.O. Box 856, Warsaw, NC 28398 [phone]

urower: 1442-2 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 08/03/16
County: Robeson Sheet 3 of 7 1
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
[Animal Type Capacity ALW (cuft/lb) ��
Nursery
3,560
30
1.00
106,800
Wean to Finish
0
115
1.00
0
Finishing
4,600
135
1.00
621,000
Farrow to w�a-nling
0
433
1.ob-
0
Farrow to feeder
0
522
1.00
0
Farrow to finish
0
1,417
1.00
0
,Boars
0
400
1.00
0
Total Required Treatment Volume (cu. ft.)=
Sludge Storage Volume:
727,800
jAnimal Type Capacity TLW (cuft/lb) �Totai
Nursery
3,560
30
0.00
1 0
Wean to Finish
0
115
0.00
0
Finishing
4,600
135
0.00
0
Farrow to weaning
0
433
0.00
0
Farrow to feeder
0
522
0.00
0
Eow to finish
0
1,417
0.00
0
5F
cars
0
400
0.000
0
Total Required Sludge Storage Volume (cu. ft.)=
Temporary Storage Volume:
Manure Production:
jAnimal Type Capacity Sto. PeNod J./clay) = Total I
Nursery
3,560
180
0.30
195,088
Wean to Finish
0
1iO
1.17
0
Finishing
4,600
180
1.37
1,134,360
Farrow to weanling
0
180
4.39
0
Farrow to feeder
0
180
5.30
0
,Farrow to finish
0
180
14.38
0
1 Boars
0
, 180
4.06
0
Total Manure Production (gals.)=
Total Manure Production (cuft)=
Excess Fresh Water:
1,329,448
177,734
lAnimal Type Capacity Sto. PCriod J./day) = Total
Nursery
3,560
180
0.00
0
Wean to Finish
0
180
0.00
0
Finishing
4,600
180
0.00
0
Farrow to weanling
0
180
0.00
0
Farrow to feeder
0
180
0.00
0
Farrow to finish
0
180
0.00
0
,Boars
0
180
0.00
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cuft)=

(jrower: t442-2 Designed By: KBW
Address: PC Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 08/03116
County: Robeson Sheet 4 of 7
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft
Vol.= (148050 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 86,363
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'l Drainage Area) * 25Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (148050 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 25Yr./24Hr. Storm Event (cu.ft)= 92,531
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'l Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft,
Vol.= (148050 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
51
Total Required Storm Storage
(25Yr. / 24Hr. Storm +'Heavy Rain')= 92,531 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) 264,096 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) 727,800 (CU.FT)
TOTAL REQUIRED VOLUME = 1084427 (CU.FT.)

Grower:
7442-2
Designed By: KBW
Address:
PO Box 856
Checked By: DSE
Warsaw, NC 28398
Date: 08113116
County:
Robeson
Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation -------------------
45.00
FT.
Emergency Spillway Crest Elevation -------------------
Not At
Applicable
Top of 25Yr. / 24Hr. Storm Storage -------------------
44,00
FT.
Top of "Heavy Rain" Storage -------------------
Not
Applicable
Start Pump Elevation -------------------
43.34
FT.
End Pump Elevation -------------------
41.36
FT.
Top of Sludge Storage -------------------
Not
Applicable
Seasonal High Watertable Elev. -------------------
40.00
FT.
Finished Bottom Elevation -------------------
35.00
FT.
Inside Top Length -------------------
630.00
FT.
Inside Top Width -------------------
235.00
FT.
Side Slopes -------------------
3:1
H:V
Lagoon Surface Area -------------------
148,050
SF
Min. Liner Thickness (if required) -------------------
1.5
FT.
Freeboard Depth -------------------
1.00
FT.
Temporary Storage Period -------------------
180
Days
Zone Depths:
TOTAL DESIGN VOLUME = 1087587 (CUXT.)
.Treatment / Sludge Storage Zone Depth ----------- 6.4 FT.
Temporary Storage Zone Depth ----------- 2.0 FT.
Freeboard / Storm Storage Zone Depth ----------- 1.7 FT.
Total Lagoon Depth ----------- 10.0 FT.

Grower: 7442-2
Designe KBW
Address: PO Box 856
Checke(DSE
1
Warsaw, NC 28398
Date: 08/03/16
County: Robeson
Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV = 45.00
TOP OF STORM ELEV = 44.00
STRT PMP EL.= 43.34 TOP OF TEMP STORAGE ELEV = 43.34
END PMP EL. = 41.36 TOP OF TREAT ELEV = 41.36
J
FINISHED BOTTOM ELEV = 35.00
Murphy -Brown, LLC Engineering
SHWT 40.00
(910)

Grower: 7442-2 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 08/03/16
County: Robeson Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
% % 1% - % "011180" 1,
��A ICA%
S
NOTE: See attached Waste Utilization Plan S/
EAL
023994
DESIGNED:
DATE:
COMMENTS:
This design is update of start and stop pump elevations and to show the 1/2
treatment volume level for sludge storage. This design does not supercede the
certification of the farm.
Box 856,