310055_Application_20240222

ROY COOPER
Governor
ELIZABETH S. BISER
Secretory
RICHARD E. ROGERS, JR.
Director
Jay Jones
S&J Farms
156 S Country Club Dr
Kenansville, NC 28349-9588
NORTH CAROLINA
Environmental Quality
February 12, 2024
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, 2024. In order to ensure your continued coverage under the State Non -Discharge General
Permitsyou must submit an application for permit coverage to the Division of Water Resources DWR by Aril 3 2024.
Enclosed you will find a "Request for Certificate of Coverage for Facili1y Currently Covered by an Expiring State
Non-Discharize General Permit." The a lication form must be corn feted signed by the Permittee and returned to the DWR b
April 3, 2024.
Mailing Address: NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699 1636
Email: animal.operationsnde9.nc.eov
phone: [phone]
Please note that you must include one 1 copy of the Certified Animal Waste Management Plan CAWMP with the
completed and si ned application form. A list of items included in the CAWMP can be found on vage 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 NC G.S. § 143-215.1
and could result in assessments of civil penalties of up to $25,000 per day.
Copies of the animal waste operation State Non -Discharge General Permits are available at
www.deg.nc.gov/animalpermits2024. General permits can be requested by writing to the address above.
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 919-707-9129.
Sincerely,
Michael Pjetraj, Deputy Director
Division of Water Resources
Enclosures: Request for Certificate of Coverage for Facility Currently, Covered by an Expiring State Non -Discharge
General Permit
lorthCarolinaDtpartmentoiHnsironmeutalQuajits DirisionofWitter Resourcm
512 North 5a1Uun• Stretl 163b ?<[ai1 Service Ceutir Raleigh north Carolina 2'64� 1836
""`- 919.7079129

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2024, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2024.
Please do not leave any question unanswered. Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Certificate Of Coverage Number: AWS310055
2. Facility Name: S&J Farms
3. Permittee's Name (same as on the Waste Management Plan): Jay Jones
4. Permittee's Mailing Address: 156 S Country Club Dr
City: Kenansville State: NC
Telephone Number: 910-296-3088 Ext. E-mail:
5. Facility's Physical Address: 443 Eva James Rd
City: Warsaw State: NC
6. County where Facility is located: D. unlin
7. Farm Manager's Name (if different from Landowner): Jav Jones
8. Farm Manager's telephone number (include area code): 910-296-1257 Ext.
Zip: 28349-9588
Zip: 28398
9. Integrator's Name (if there is not an Integrator, write "None"): Smithfield Hog Production
10. Operator Name (01C): Phone No.: OIC
ay JMts Ala -Z.RIo - 30$�
11. Lessee's Name (if there is not a Lessee, write "None"):
12, Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
e*4e n`� rto Finish
Operation Types: S WW4 Ptt it -to Fin 95 '0 f ( Z
Swine
Cattle
Dry Poultry
Wean to Finish
Dairy Calf
Non Laying Chickens
Wean to Feeder
Dairy Heifer
Laying Chickens
Farrow to Finish
Milk Cow
Pullets
Feeder to Finish
Dry Cow
Turkeys
Farrow to Wean
Beef Stocker Calf
Turkey Pullet
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Wet Poultry
Gilts
Other
Non Laying Pullet
Other
Layers
OtherTvpes
Horses - Horses
Horses - Other
Sheep- Sheep
Sheep - Other

13. Waste Treatment Lagoons, Digesters and Waste Storage Ponds (WSP). (Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure
Name
Structure Type
(Lagoon/Digester/
WSP)
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
1
Lagoon
2/21/1991
Full, clay
623,194.00
81,600.00
19.50
2
Lagoon
2/21/1991
Full, clay
586,803.00
92,764.00
19.50
3
Lagoon
10/31/1994
Full, clay
598,895.00
81,600.00
19.50
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.1OC(d), either by mailing to the address below or sending it via
email to the email address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed by the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is
accurate and complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be
applicable to your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, solids separators, sludge drying system, waste transfers, etc.)
I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. 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.)
Print the Name of the Perm itteelLandowner/Signing Official and Sign below. (If multiple Landowners exist, all landowners
should sign. If Landowner is a corporation, signature should be by a principal executive officer of the corporation):
Name (Print):
Signature: .�-�-
Name (Print):
Signature:
Name (Print):
Signature:
Title:
Date:
Title:
Date:
Title:
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636

Murphy -Brown, LLC 4/12/2021 2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
NUTRIENT UTILIZATION PLAN
Grower(s):
Farm Name:
Jay Jones
S & J Farm 1 Facility 31-55
County: Du lin
Permit Ca aci :
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Wean to Finish 10142
Feeder to Finish
Gilts
Boars
Storage Structure: Anaerobic I
Storage Period:
Application Method:
>180 days
Irrigation
-agoon
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in'the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied In an environmentally safe manner,
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen
Either of these conditions may result in runoff to surface waters which is not allowed
under DWR regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1 of 11

This plan is based on the waste application method shown above. If you choose to change
methods in the future, you need to revise this plan. Nutrient levels for different application
methods are not the same_
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. In some cases you may want to have plant analysis made, which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, ft?, tons, etc.):
Capacity Type Waste Produced pq Animal Total
Farrow to Wean
3203 gal/yr
gaUyr
Farrow to Feeder
3861 gaUyr
gaUyr
Farrow to Finish
10476 gallyr
gaUyr
Wean to Feeder
191 gaUyr
gaUyr
10142
Wean to Finish
776 gaUyr
7,870,192 gaUyr
Feeder to Finish
927 gaUyr
gaUyr
Gilts
1015 gaUyr
gaUyr
Boars
1 2959 gaUyr
I gar
Total 7,870,192 ga lyr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
capacity T Nitro n Produced per Animal Total
Farrow to Wean
3.84 ibslyr
Ibslyr
Farrow to Feeder
8.95 Ibslyr
Ibslyr
Farrow to Finish
18.86 Ibslyr
Ibstyr
Wean to Feeder
0.34 lbslyr
lbstyr
10142
Wean to Finish
1A Ibslyr
14,199 Ibslyr
Feeder to Finish
1.67 Ibslyr
Ibslyr
Gilts
1.83 Ibstyr
Ibsiyr
Boar;
5.33 Ibs! r
Ibslyr
Total 14,199 lbstyr
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: 63.96
Total N Required 1st Year: 18964.40
Total N Required 2nd Year: 0.00
Average Annual Nitrogen Requirement of Crops: 18,964.40
Total Nitrogen Produced by Farm: 14,198.80
Nitrogen Balance for Crops: (4,765.60)
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

��iinn�ii
nmm��iu�
I
III
nn
�
�W�
������
�
�
iu�nnnni
i
��
i
��
�i
''�II'�I�I
���m=0llul�
�oi�����'ilii��
m
's
a

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 interpianted fields ( I.e. small grain, etc, interseeded in bermuda), forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care
should be exercised not to let small grain reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will definitely interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The Ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code
Crop
Description -Harvested As
A
Barley
Grain Crop
B
Grazed Hybrid Bermudagrass
Pasture/Grazed
C
Hybrid Bermudagrass Hay
Hay
B1C
Comb_ Hybrid Bermudagrass
Graze/Hay Combination
D
Com - Grain
Grain Crop
E
Com - Silage
Silage
F
Cotton
Cotton Lint
G
Grazed Fescue
Pasture/Grazed
H
Fescue Hay
Hay
I
Oats
Grain Crop
J
Rye
Grain Crop
K
Grazed Overseed
Pasture/Grazed (Seeded in Bermudagrass)
-
L
Overseed Hay
Hay (Seeded in Bermudagrass)
M
Grain Sorghum
Grain Crop
N
Wheat
Grain Crop
O
Soybean
Grain Crop
y<,
P
Pine Trees
Pine Trees
S
Small Grain
Grain Cropt Hay (After Grain Crop)
CC
Cover Crop
Not Harvested; Bumed)Disked In
SWG
Swithgrass
Biomass Crop
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers, filter strips
along ditches, odd areas unable to be
irrigated, and perimeter areas
not receiving full application
rates due to equipment limitations. Actual total acres in the fields
listed may, and most likely will be, more than the acres shown in the tables.
V__
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
PAN r/animal Farm Tota! r
Farrow to Wean
0,8
Farrow to Feeder
0.86
Farrow to Finish
3.9
Wean to Feeder
0.07
10142 Wean to Finish
0.27 2738.3.4
Feeder to Finish
0.34
Gilts
0.39
Boars
0.55
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 2738.34 pounds of plant available nitrogen per year and will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
If you remove the sludge every 5 years, you will have approximately 13691.7 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 45 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 109.5336 acres of land, Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN, Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal,
APPLICATION OF WASTE BY IRRIGATION:
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil
structure, soil texture, water droplet size, and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop,
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
*This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for >180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. in no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
5of11

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Soil Application Rate Application Amount
Tract Hydrant Type Crop infhr ` inches
72055 1 NoA BC 0.5 1
72055 2 Ra BC 0.4 1
6 of 11

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: S & J Farm 1 Facility 31-SS
Owner: Jay Jones
Manager:
Owner/Manager Agreement;
I/we understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. I/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWR before the new
animals are stocked.
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 Sol] and Water
Conservation district and will be available for review by NCDWR upon request.
Name of Facility Owri
Signature:
Name of Manager (if different from owner):
Signature:
Date
Name of Technical Specialist: Toni W. King
Affiliation: Murphy -Brown, LLC.
Address: 2822Hwy24 West, PO Drawer 856
Warsaw, NC 28398
Telephone: [phone]_
Signature: 3 taA—, \'� . 2-1
Date
8of11

Additional Comments:
This NUP revision changes the farm from 8640 feeder to finish to 10142 _
wean to finish. This plan also changes the bermuda crop from all graze to
a combination grazethay rate. No other changes have been made. All waste
application is made with an Aerway or honey wagon,
112 of Bermuda yield produced with haying practices.
7 of 11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of the waste, he/she shall provide
evidence of an agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the responsibility of the
owner of the waste production facility to secure an update of the Nutrient Utilization Ilan
when there is a change in the operation, increase in the number of animals, method of
application, recieving crop type, or available land.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic
crop yields based upon soil type, available moisture, historical data, climatic conditions,
and level of management, unless there are regulations that restrict the rate of applications
for other nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land eroding at more than 5 tons per acre per year but less than 19 tons
per acre per year provided grass filter strips are installed where runoff leaves the field
(See USDA, NRCS Field Office Technical Guide Standard 393 - Filter Strips).
5 Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the land application field.
6 When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland. When waste is applied to conservation tilled
crops or grassland, the waste may be broadcast provided the application does not occur
during a season prone to flooding (See "Weather and Climate in North Carolina" for
guidance).
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control odor and
flies.
13 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
9 of 11

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

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

■1m

3 +- sS
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 2.5 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 1 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 f 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 be€mudagrass
are the most common vegetative covers_ The vegetation should be fertilized each
year, If needed, to maintain a vigorous stand. The amount of fertilized applied
should be based on a soils test, but in the event that it is not practical to obtain a
soils test each year, the lagoon embankment and surrounding areas should be
fertilized with 800 pounds per acre of 10-10-10. or equivalent.
Brush and trees on the embankment must be controlled. This may be done by
mowing, spraying, grazing, chopping, or a combination of these practices. This
should be done at least once a year and possibly twice in years that weather
conditions are favorable for heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter the lagoon
water. Such chemicals could harm the bacteria in the lagoon that are treating the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of the lagoon
and at least monthly and after major rainfall and storm events_ Items to be checked should include,
as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes -- look for:
1, separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes

Lagoon surface -- took for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment -- took 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. trill 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. Plush 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.

• 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 Irrlgatlon 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 provably 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.
a 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, " 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.
7

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) 11b.-19 le -1a Is -
EMERGENCY MANAGEMENT SERVICES (EMS) 41 k%S - i-- -�1 tv a
SOIL, AND WATER CONSERVATION DISTRICT (SWCD) _R tb - ")9I _ XcX0
NATURAL RESOURCES CONSERVATION SERVICE (MRCS) G tG -- aq t, at7wb
COOPERATIVE EXTENSION SERVICE (CES) qt� - �a%,AS
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 Row to the lagoon Immediately.
d) Call a pumping contractor.
e) Make sure no surface water is entering lagoon.
a. Runoff from waste application field -actions Include:
a) Immediately stop waste application.
b) Create a temporary diversion to contain waste.
c) Incorporate waste to reduce runoff.
d) Evaluate and eliminate the reason(s) that cause the runoff.
e) Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers - action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Close valves to eliminate further discharge.
d) Repair all looks prior to restarting pumps.
O. 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, Rush systems, or solid separators.
E- Leakage from base or sidewail of lagoon. Often this is seepage as opposed to flowing leaks -
possible action:
a) Rig a small sump or ditch from the embankment to catch all seepage, put in a submersible
pump, and pump back to lagoon.
b) It holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil.
c) Have a professional evaluate the condition of the side walls and the lagoon bottom as soon
as possible.

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone #, After hours,
emergency number: [phone]. Your phone call should include: your name, facility
number, telephone number, the details of the incident from item 2 above, the exact
location of the facility, the location or direction of the movement of the spill, weather and
wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice ! technical assistance phone number.
If none of the above works tail 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 t856, Warsaw. NC 283,98
c . Contractors Phone: [phone]
B. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, eta)
a. Name: Kraig Westerbeek
b. Phone: il$101293 - 5330
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify the
damage, repair the system, and reassess the waste management plan to keep problems
with release of wastes from happening again.

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause 13MP's to Minimize Odor site Specific Practices
Flush Gutters Accumulation of solids
Lagoons and Pits Crusted Solids
Excessive ❑ecaying vegetation
Vegetative Growth
(liquid Systems)
V) Flush system is designed and operated
sufficiently to remove accumulated
solids from gutters as designed.
O Remove bridging of accumulated solids at
discharge
(✓) Maintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30% of surface.
(-/)Maintain vegetative control along banks of
lagoons and other impoundment's to prevent
accumulation of decaying vegetative matter
along "toes edge on irnpoundmenrs perimeter
(Dry Systems)
Feeders Feed Spillage
() Des€gn, operate and maintain feed systems (e.g..
bunkers and troughs) to minimize the accumulation
of decaying wastage.
E) Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day Interval during winter).
Feed Storage Accumulation of feed
() Reduce moisture accumulation within and around
residues
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g.. covered bin for
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 Accumulation of animal
(} Eliminate tow area that trap moisture along fences
Areas wastes and feed wastage
and other locations where waste accumulates and
disturbance by animals is minimal.
() Maintain fence rows and filler strips around animal
holding areas to minim€ze accumulations of wastes
(i.e. inspect for and remove or break up accumulated
solids as needed).
MIC — November 11, 1996
l0

Dry Manure Handling Accumulations of animal { }Remove spiElage on a routine basis (e.g. 7-1D 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 stockpilas and manure Handling
areas as needed.
The issues checked ( ) pertain to this operation. The landowner l 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.
04t�(2-
,,1�7—#an,ofner 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
Permit No.:_1- S 5
2-1
INSMUCrtONS FOR USE Owner Signature:
a Odor Control Checklist is required by General Statute 10-215,10C(ej(lj
4 Check an /all the BMPs u will implement Chi fa Ili It h cited
y yo an s c Ili
ems c e select d mome a reavirgment of the CAWMP.
♦ Items in bold or pre selected are required.
♦ Add any she -specific details related to the selected BMPs
♦ Include any other odor control measures not listed
♦ NOTE: Not all BMPs may be cost-effective for every facility. Evaluate each OMP prior to selecting for your facility.
Cause/Source 8MP Option to Minimize odor Comments Site Specific Practices
FARMSTEAD
• Swine Production ❑ Maintain vegetative or wooded buffers at or . Traps dust and gases, provides dilution
near property boundary
and visual screening
• May require third party input/approval
• Improper drainage © Grade and landscape so water drains away
. Reduce odors and vectors that occur
from facilities and prevent ponding
with stagnant conditions
❑ Maintain farm access roads and prevent traffic • Prevents spillage during transport and
in waste application area
tracking of waste onto public roads
❑ Other 8MPs--please describe
MORTAIIW MANAGEMENT
♦ Carcass ® Wspose of mortality using method approved
Decomposition by NCDASCS State Vetednarlan. Manage
According to CAWMP (Mortality Management
Cheddlst) and permit(s).
❑ Put carcasses in refrigerated (or freezer) dead
boxes within 24 hours for short-term mortality
storage.
♦ Incomplete Incineration ❑ llte incinerators with secondary burners for
complete combustion.
❑ Other BMPs— please describe
• Required by statute and permit
• May require third party input/approval
. Reduce odors by complete incineration
Swine AMOC page 1 of a APPROVED --7/25/2019

Swine Farm Waste Management— Odor Control Checklist
Permit No.: 31 " 5 5
Cause/Souree
RMP Option to Minimize Odor
Comments Site Specific Practices
HOUSE / BARN —WASTE
HANDLING
• flush tanks
D Install Hush tank rovers
• Pit -flush systems
♦ Odorous Gases
❑ Flush pits at least 4 times per day
• Pis -Flush systems
4 Partial microbial
Q Empty pits at least once every 7 days
• Pit -recharge or "pull -plug" systems
decomposition
Q Underfloor flush with pit ventilation
♦ Agitation ofwastes
Dlnsiall/extend fill lines to near bottom of
tanks with anti -siphon vents
[] install covers on outside waste collection or
junction box
© Install sump tank rovers for lit stations
• Ammonia
❑ Flush/recharge with treated effluent
Treat waste In pits with proven biological or
• Monitor lot any solids accumulation in pit
chemical additive
© Other BMPs — please describe
HOUSE / BARN _ FLOOR AND INDOOR SURFACES
• Manure covered floors Ci Scrape manure from alleys into pensdaily
• Will move with other manure via pits
[Q Install fully slatted floor system
Q lnstail waterers over slotted floor area
p install feeders at high end of solid floors
• Where applicable
• Odorous Gases [ Scrape manure buildup from floors and walls
• Aids In animal cleanliness
D Keep floors dry
• Aids in animal cleanliness
❑ Install underfloor ventilation for drying
❑ Replace beddkWscrape at frequency to
• Solid floor/bedding systems
keep bedding dry
D Other BMPs —please describe
Swine AMOC Page 2 of 6 APPROVED — 7/25/2019

Swine Farm Waste Management —Odor Control Checklist Permit No.: 3 k- .5 S
Cause/Sourte SUP Option to Minimize Odor Comments Site Specific Practices
HOUSE / BARN — vEN7ILAi iON
• bust ❑ Clean fans regularly —specify frequency
♦ Volatile/odorous gases ❑ Efficient air movement
❑ Install temperature and humidity sensors to
control ventilation
❑ Treat barn exhaust • Examples: hiofilters, wet scrubbing, windbreaks
• May reduce ventilation rate depending on method
❑ Other BMPs — please describe
HOUSE / BARN — FEED
♦ oust © Install feed covers
i Adsorbed Gases ® Keep outdoor feed storage covered except
When necessary to add/remove feed
p Minimize free -fall height of dry feed
❑ Install feed delivery downspout extenders
to the feed covers
(] Remove spoiled/unusable feed on regular basis
❑ Feed pellets instead ofdry meal
❑ Use feed additives
e Ammonia D Use feed -reduced crude protein diet
❑ Other BMPs —please describe
HOUSE / BARN —GENERAL
r Required by rule 1SA NCAC 02D .1802
• May require third party input/approval
• May require third party Inputtapproval
+ May require third party input/approvbl
• bust ❑ Install temperature and humWitysensors • Maintain relative humidity at 40 to 65%
e Odorous Gases to control ventilation
❑ Use ultraviolet tight to treat Indoor air
❑ Use indoor or outdoor electrostatic space • Can be used to treat exhaust air
charge system
© Other SMPs — please desuibe
Swine AMOC Page 3 of 8 APPROVED — 7/25/2014

Swine Farm Waste Management —Odor Control Checklist
Permit No.: 3 1 - S S
Cause/Source EMP Option to Mknk*e Odor Comments site specific Practices
LAGOON / WASTE STORAGE STRUCTURE
• Volatile Gases ® Maintain proper lagoon volume
[� Minimize free -fall height of waste from
discharge pipe to lagoon surface
❑ Extend discharge point of pipe to below lagoon
liquid level
❑ Maintain proper surface area -to -volume ratio
❑ Use correct lagoon start-up procedures
[;] Aerate for odor amwol
® Manage sludge fevets hosed on annual slvdge
swvey as required by permit
❑ steep spilled feed or foreign debris out of lagoon
to prevent excess sludge accumulation
❑ Install/use solids separation system
❑ Use proven biological or chemical additives
❑ Use permeable lagoon covers (not a digester)
© Use Impermeable lagoon toyer or
anaerobic digester
Cl Other BMPs —please describe
LAND APPLICATION
• odorous gases ® Perform land application in accordance with
CAWMP
♦ Wind drift iH Pump intake near lagoon surface
D Pump from second stage lagoon
❑ Follow good neighbor policy
[3 Operate at minimum recommended pressure
p Increase setbacks beyond those required by
statute, rule, or permit
Swine AMOC
• Sufficient liquid volume/depth Is required
for proper anaerobic treatment
• Use caution not to scour or damage lagoon liner
• Monitor for any increase in tale of solids accumulation
. Methane can be flared if not utilized
• Required by rule 15A NCAC 020.1802
. Avoid application on known weekends,
special days, or hot'ndaWeves if possible
Page A of G
APPROVED — 7/25/2019

Swine Farm Waste Management —Odor Control Checklist Permit No.: l - S S
reuse/Source BiV1P Option to Minimize odor Comments Site Specific Practices
LAND APPLICATION (CONTINUED)
C) Apply during favorable wind conditions,
(especially for traveling guns or Impact
sprinklers)
Q When practical, apply waste on sunny days
rather than cool, overcast days
❑ When possible, apply waste mid morning to
late -afternoon
❑ For traveling guns, use taper -ring or taper -bore
nozzles
Cl for traveling guns, use largest -available nozzle
that provides acceptable application uniformity
❑ Replace impact sprinklers with low -drift nozzles
on center pivots and linear move systems.
❑ Use hose -drag system
❑ Use injection method for waste application
❑ Other OMPs — please describe
SLUDGE DISPOSAL
• Odorous gases ❑ Transport sludge In covered vehicles or tankers
© Apply in thin, uniform layers
❑ Incorporate land -applied sludge as soon as
practical after application, and in accordance
with permit.
❑ Use in*tIon method for sludge application
© Oewater sludge prior to application
❑ Use alternatives to land application, such as
Compost gasification, energy generation, etc.
© other Blwps — please describe
• Recommend checking predicted average hourly
wind speed within 24 hours prior to
anticipated start
• Allows for vertical dissipationofodor
• Allows for better vertical dissipation of odor
• Less odor and drift than ring nozzles
• Speeds drying and prevents ponding
• Required within 48 hours or prior to next rain event,
whichever is nrsi, for conventionally tilled
bare soils
Swine AMOC Page s of G APPROVED — 7/2sl2oit3

ADDITIONAL IWORMATION AVAILABLE FROM:
Air Management Practices Assessment Tool (AMPAT)
AHG-S39-A Certification Training for Animal Waste Management Systems: Type A
EBAE 103-83 -- Lagoon Design and Management for livestock Manure Treatment and Storage
EBAE 128-88—Swine Production Facility Manure Management: Pit Recharge -Lagoon Treatment
EBAE 129-88 --Swine Production Facility Manure Management: Underfloor Flush -Lagoon Treatment
EBAE Fact Sheet —Calibration of Manure and Wastewater Application Equipment
EBAE Fact Sheet —Swine Production Farm Potential odor Sources and Remedies
NC NRCS Standard 359 — Waste Treatment lagoon
NC NRCS Standard 380 - Wlndbteak/Shelterbelt Establishment
NC NRCS Standard 422 — Hedgerow Planting
NC N RCS Standard 442— Sprinkler System
Nuisance Concerns in Animal Manure Management: Odors and flies; PRO107 1995 Conference Proceedings
Options For Managing Odor: A Report from the Swine Odor Task Force
www.extam'ian.lastate.edu/ampal/
NC Division of Water Resources
www.bae.nesu.edu
www.bae.mesu.edu
www.bae.rresu.edu
www.bae.ncsu.edu
www.bae.ncsu.fdu
www.nfmudsa.gov
www.nrmu4sa.gov
www.nFCLudsa.gov
www.nfcs.udsa.gov
Florida Cooperative Extension Service
NC State Universlty
Swine AMOC Page 6 of 6 APPROVED — 7/2S j2019

Versfon--November 26, 2018
Mortality Management Methods
Indicate which methods) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
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.
® L andfill 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 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 pif of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
I� Any method which, in the professional opinion of the Slate Veterinarian, would make possible
L j 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 facitity'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.10e-399.4.
fgn of Farm Owner/Manager Date
Signature of Technical Specialist pate

Grower: 8&J Farm 1 Lag A 13esignedy: KBW
Address: 443 Eva James Rd Checked By: JEO
Warsaw, NC 28398 Date: 04/13/21
County: Duplin Sheet 1 of 7
FARM INFORMATION
Farm Population:
Nursery: ---- ---------- --
0
Wean to Finish: — ----- —-------- --
3380 Hd.
Finishing: — ---- ---------- _
0
Farrow to weanling:___ -------------
0
Farrow to feeder: — --- -------------
0
Farrow to finish: ------------- ------
0
Boars: ---------- -----
0
Storage Period: -------------
180 Days
25 Yr. 124 Hr Storm Event --- --- -----
7.5 In.
"Heavy Rain" Factor 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?
(YIN) -- -----
N
Does Operator Want Emergency Spillway?
(YIN) ------------
N
Was This Design Built Prior to Sept. 1996?
(YIN) — ------ ----
Y
Is Drain Tile Req'd to Lower SHWT?
(YIN) --------
N
Seasonal High Water Table Elev: --- ------
0.00
Freeboard: -------------------
1.0
Ft.
Emergency Spillway Flow Depth: Not Applicable
Side Slopes: ------------
3
:1 (H:V)
Inside Top Length: -------------------
350.0
Ft.
Inside Top Width: -------------------
220.0
Ft.
Top of Dike Elevation: ------------
Depth
52.10
Ft.
Finished Bottom Elevation:
12.00
Ft.
40.10
Ft.
Start Pump Elevation: -----------
20.04
In.
50.43
Ft.
Stop Pump Elevation: --------------
52.8
1n.
47.70
Ft.
LAGOON VOLUME REQUIRED VOL.
DESIGN VOLUMES
% REQ'D.
Storm Stor= 48125 (Cu.Ft.)
48,326
(Cu.Ft.)
100.42%
Temporary = 139840 (Cu.Ft.)
182,936
(Cu.Ft.)
130.82%
Permanent = 388700 (Cu.Ft.)
392,149
(Cu.Ft.)
100.89%
Total Volume = 676,666 (Cu.Ft.)
623,410
(Cu.Ft.)
108.11%
112 Treatment Volume = 194,360 (Cu.Ft.)
112 Treatment Volume Elevation = 44.32 Ft.
90 Temporary Storage Volume Elevation = 49.10 Ft.
Min. Required liner Thickness -----------------
Lagoon Surface Area: (Inside TOD)----------------
Murphy -Brown, LLC Engineering P.O. Box 856 ,Warsaw, NC 28398
93.32 In.
35.97 In.
1.8 Ft.
77,000 S.F.
[phone]

Grower: S&J Farm 1 Lag
Address: 443 Eva James Rd
Warsaw, NC 28398
County: Duplin
I......y..- ..�..
Checked By: JEO
Date: 04/13/21
Sheet 2 of 7
ACTUAL DESIGN
VOLUME CALCULATIONS
BASE VOLUME:
Cu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.)
Area SF
Incr. Vol. Cu. FT Cumul. Vol. (Cu. FT
40.10
41,144
0
41.00
43,474
38,078
38,078
42.00
46,130
44,802
82,680
43.00
48,859
47,495
130,375
44.00
51,660
50,260
180,634
45.00
54,533
53,096
233,731
46.00
57,478
56,005
289,736
47.00
60,494
58,986
348,722
48.00
63,583
62,039
410,760
49.00
66,744
65,164
475,924
50.00
69,977
68,360
544,284
51.00
73,282
71,629
615,914
52.00
76,658
74,970
690,883
52.10
77,000
7,683
698,566
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL
576,666
CF
CUMULATIVE
VOL.
ZONE VOL.
108.11OK
END PUMP = = = =
47.70
FT
392,149 CF
TR'MT
392,149
100.89%
START PUMP = =:
50.43
FT
576,085 CF
TEMP
182,936
130.82%
MAX STORAGE =
51.10
FT
623,410 CF
STORM
48,326
100.42%
Murphy -Brown, LLC Engineering P.O. Box 856 ,Warsaw, NC 28398 [phone]

Grower: S&J Farm 1 Lag A Designed By: KBW
Address: 443 Eva James Rd Checked By: JEO
Warsaw, NC 28398 Date: 04/13/21
County: Duplin Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
Animal ype apace (cu. _ b) a
Nursery
01
30
1,00
0
Wean to Finish
3,380
115
1.00
388,700
Finishing
0
135
1.00
0
Farrow to weanling
0
433
1,00
0
Farrow to feeder
0
522
1.00
0
Farrow to finish
0
1,417
1.001
0
Boars
0
4001
1,001
0
rotas Kequired Treatment Volume (cu. ft.)= 338,700
Sludge Storage Volume:
nima ype capacity cu. .l =Total'
Nursery
0
30
0.00
0
Wean to Finish
3,380
115
0.00
0
Finishing
0
135
0.00
0
Farrow to weanling
0
433
0.00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
0
1,417
0.001
0
Boars
01
400
1 0,000
1 0
Total Required Sludge Storage Volume (cu. ft.)=
Temporary Storage Volume:
Manure Production:
0
nima a apace to. Period d.fdayy--'- Total
Nurse
0
180
0.30
0
Wean to Finish
3,380
180
1.17
710,025
Finishing
0
180
1.37
0
Farrow to weenling
0
180
4.39
0
Farrow to feeder
0
180
5.30
0
Farrow to finish
1 01
1801
14.381
0
Boars
1 0
180_j
4.06
0
Total Manure Production (gals.)=
Total Manure Production (cu.ft.)=
Excess Fresh Water:
710,025
94,923
�Nmal rype Sto. en B. ay) = ota
Nursery
0
180
0.00
0
Wean to Finish
3,380
180
0.00
0
Finishing
0
180
0.00
0
Farrow to weanling
0
180
0.00
0
Farrow to feeder
0
180
0.00
0
Farrow to finish
0
r 1801
0.00
0
Boars
0
180
0.00
0
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (tuft.)=
0
0

Grower: S&J Farm 1 Lag A
Address: 443 Eva James ad
Warsaw, NC 28398
Tern ora Stora a Volume: C nt.
Designed By: KBW
Checked By: JEO
Date_ 04/13/21
Sheet 4 of 7
Rainfall in Excess of Evaporation:
Vol,=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft
Vol.= (77000 sq.ft. + 0 sq.%) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)=
Storm Storage:
Vol.=(t_agoon Surf. Area + Addt'l Drainage Area)' 25Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (77000 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 25Yr-124Hr. Storm Event (cu.ft)=
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addf'I Drainage Area) * "Heavy Rain" Factor (in)112in./ft.
Vol.= (77000 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
0
Total Required Storm Storage
(25Yr./241-1r. Storm +'Heavy Rain')=
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) _
Total Required Permanent Storage
(Treatment + Sludge) _
TOTAL REQUIRED VOLUME = 576668 (CU.FT.)
44,917
48,125
0
48,126 (CU.FT)
139,840 (CU.FT)
388,700 (CU.FT)

Grower: S&J Farm 1 Lag A Designed By: KBW
Address: 443 Eva James Rd Checked By: JEO
Warsaw, NC 28398 Date: 04/13/21
County: Duplin Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation
Emergency Spillway Crest Elevation
Top of 25Yr.124Hr. Storm Storage
Top of "Heavy Rain" Storage
Start Pump Elevation
End Pump Elevation
Top of Sludge Storage
Seasonal High Watertable Elev.
Finished Bottom Elevation
Inside Top Length
Inside Top Width
Side Slopes
Lagoon Surface Area
Min. Liner Thickness (if required)
Freeboard Depth
Temporary Storage Period
Zone Depths:
-- ---------------- 52.10 FT.
--- ................ Not AI Applicable
— ---------------- 51.10 FT.
------------------- Not Applicable
— ---------------- 50.43 FT.
------------------- 47.70 FT.
- --------- ------ Not Applicable
-- -------- --------- 0.00
—------- -------- 40.10 FT.
------------- 350.00 FT.
--------- 2-20.00 FT.
----------------- 3:1 H:V
---------- 77,000 SF
_ 1.8 FT.
---- 1.00 FT.
------------------- 180 Days
TOTAL DESIGN VOLUME = 623410 (CU.FT.)
Treatment i Sludge Storage Zone Depth -------- -- 7.6 FT.
Temporary Storage Zone Depth -- 2.7 FT.
Freeboard 1 Storm Storage Zone Depth -------- 1.7 FT.
Total Lagoon Depth - --- 12.0 FT.

T-
N
L�
o�
G
O
`
CV)
U
If
Cl)
� �
O
ti
m
`1
O
N
LO
LO
p
-
0
9T
11
LU
f1
11
W
-j
-i
W
C7
W
W
J
N
W
W
LU
N
O
Y
p
CO
O
a
o
U)
�
o
W
a
O
W
0
w
o
~
a
O
LL
LU
z
ao
U
O
z
N
m
O
r
4
OD
Q 0
(Y1
co
�
(6 y
J U
M Z
v
o
� � �
L1. M
ti
za
t
CL
LLI
J
C
a
w
o �
©
U
.�
C7 ¢
cow
0
EL
a

grower: S&J Farm 1 Lag A Designed By: KBW
Address: 443 Eva James Rd Checked By: JEO
Warsaw, NC 28398 Date: 04/13/21
County: Duplin Sheet 7 of 7
This livestock waste treatment lagoon Is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 369- 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.
This design is update of start and stop pump elevations and to show the 1l2
treatment volume level for sludge storage. This design does not supercede the
original certification of the farm.
Elevations are based on an assumed benchmark and do not represent mean sea level datum.
i certify, to the best of my professional knowledge, judgement, and belief, this design calculation
is in accordance with the applicable NRCS standards.
856, Warsaw NC 28398 (9 f p)

urower: 6ts<3 varm 1 Lag B Uesigned By: KBW
Address: 443 Eva James Rd Checked By: JEO
Warsaw, INC 28398 Date: 04/13/21
County: Ouplin Sheet 1 of 7
FARM INFORMATION
Farm Population:
—
Nursery: ---- --------- ----
0
Wean to Finish: ---- —---- -------
3381 Hd.
Finishing: ----- -------------
0
Farrow to weanling:------------------
0
Farrow to feeder: ------------------
0
Farrow to finish: ----------------
0
Boars: — --- — ------------
0
Storage Period: -----------------
180 Days
25 Yr.124 Hr Storm Event ---- --- --------
7.5 In.
"Heavy Rain" Factor 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?
(YIN) --- - --
N
Does Operator Want Emergency Spillway?
(YIN) ---------
N
Was This Design Built Prior to Sept. 1996?
(YIN) --------
Y
Is Drain Tile Req'd to Lower SHWT?
(YIN) ---- -----
N
Seasonal High Water Table Elev: ----- --- -----
0.00
Freeboard: ---------------
1.0
Ft.
Emergency Spillway Flow Depth: Not Applicable
Side Slopes: ----- --- ---------
3
:1 (H:V)
Inside Top Length:----------------1­
350.0
Ft.
Inside Tog Width: ----------------
220.0
Ft.
Top of Dike Elevation: -- ------
Depth
52.10
Ft,
Finished Bottom Elevation: --------------
12.00 Ft.
40.10
Ft.
Start Pump Elevation: ------------- 20.04 In.
50.43
Ft.
Stop Pump Elevation: -----------
52.8 In.
47.70
Ft.
LAGOON VOLUME REQUIRED VOL.
DESIGN VOLUMES
% REQ'D.
Storm Star =
48125
(Cu.Ft.)
48,326
(Cu.Ft.)
100.42%
Temporary =
139868
(Cu.Ft.)
182,936
(Cu.Ft.)
130.79%
Permanent =
388816
(Cu.Ft.)
392,149
(Cu.Ft.)
100.86%
Total Volume =
576,008
(Cu.Ft.)
623,410
(Cu.Ft.)
108.08%
112 Treatment Volume = 194,408 (Cu.Ft.)
112 Treatment Volume Elevation = 44.32 Ft,
90 Temporary Storage Volume Elevation = 49.10 Ft.
Min. Required Liner Thickness ---------------
Lagoon Surface Area: (Inside TOD)-------------------
93.33 In.
35.98 In.
1.8 Ft.
77,000 S.F.
Murphy -Brown, LLC Engineering P.O. Box 856 ,Warsaw, NC 28398 [phone]

urower: %'j&u r-arm l Lag b Designed By: KBW
Address: 443 Eva James Rd Checked By: JEO
Warsaw, NC 28398 Date: 04/13/21
County: Du lin Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: L 1-1.
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.)
Area SF
Incr. Vol. Cu. FT
Cumul. Vol. (Cu. FT)
40.10
41,144
0
41.00
43,474
38,078
38,078
42.00
46,130
44,802
82,880
43.00
48,859
47,495
130,375
44.00
51,660
50,260
180,634
45.00
54,533
53,096
233,731
46.00
57,478
56,005
289,736
47.00
60,494
58,986
348,722
48.00
63,583
62,039
410,760
49.00
66,744
65,164
475,924
50.00
69,977
68,360
544,284
51.00
73,282
71,629
615,914
52.00
76,658
74,970
690,883
52.10
77,000
7,683
698,566
These volumes were calculated using the vertical average end area method.
TOTAL READ VOL
576,808
CF
CUMULATIVE
VOL.
ZONE VOL.
108.08%
END PUMP = = =
47.70
FT
392,149 CF
TR'MT
392,149
100.86%
START PUMP = = :
50.43
FT
575,085 CF
TEMP
182,936
130.79%
MAX STORAGE =
51.10
FT
623,410 CF
STORM
48,326
100.42%
Murphy -Brown, LLC Enginearing
P.O. Box 856 ,Warsaw, NC 28398
[phone]

Grower: SU Farm 1 Lag B
Designed By: KBW
Address: 443 Eva James Rd
Checked By: JEO
Warsaw, NC 28398
Date: 04/13/21
County: Duplin
Sheet 3 of 7
MINIMUM_ REQUIRED VOLUME CALCULATIONS
Permanent %ora e:
Required Treatment Volume:
Animal pe Capacity ALW (cu.ft./lb)=Total'
Nursery
0
30
1.00
0
Wean to Finish
3,381
115
1.00
388,815
Finishing
0
135
1.00
0
Farrow to weanling
0
433
1.00
0
Farrow to feeder
0
522
1.00
0
Farrow to finish
01
1,417
1.001
0
Boars
0
1 400
1.00 1
0
I otai Required Treatment Volume (cu. ft.)= 38818115
Sludge Storage Volume:
n�ma ype apace Co. - a
Nursery
0
30
0.00
0
Wean to Finish
3,381
115
0.00
0
Finishing
0
135
0.00
0
Farrow to weanling
0
433
0.00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
0
1,A17
0.001
0
Boars
0
4001
0.000
1 0
Total Required Sludge Storage Volume (cu. ft.)= 0
Tem ora Storage Volume:
Manure Production:
TnFal Type Sto. Perilod d./day)= Total
Nursery
0
180
0.30
0
Wean to Finish
3,381
180
1.17
710,235
Finishing
0
180
1.37
0
Farrow to weanling
0
180
4.39
0
Farrow to feeder
0
180
5.30
0
Farrow to finish
0
180
14.38
0
Boars
01
1801
4.061
0
Total Manure Production (gals.)= 7110,235
Total Manure Production (cu.ft.)= 94,961
Excess Fresh Water:
Tnimal npe Capacity Sto. Period ay = Total
Nursery
0
180
0.00
0
Wean to Finish
3,381
180
0.00
0
Finishing
0
180
0.00
0
Farrow to weanling
0
180
0.00
0
Farrow to feeder
0
180
0.00
0
Farrow to finish
0
180
0.00
0
1
Boars
0
180
0.00
0
Total Fresh Water Excess (gals.)= 0
Total Fresh Water Excess (cu.ft.)= 0

Grower: S&J Farm 1 Lag B Designed By: KBW
Address: 443 Eva Jaynes Rd Checked By: JEO
Warsaw, NC 28398 Date: 04/13121
County: Duplin Sheet 4 of 7
TemPorary Storage Volume: Cont.
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall 1 12in.tft
Vol.= (77000 sq.ft. + 0 sq.ft.) * 7 in. 112 in./ft.
Total Required Volume for Rainfall In Excess of Evap. (tuft.)= 44,917
Storm Storage:
Vol.=(Lagoon Surf. Area + Addi'l Drainage Area) * 25Y0241-1r. Storm(in)1 12in./ft.
Val.= (77000 sq.ft + 0 sq.ft.) * 7.5 in. 112 in./ft.
Total Required Volume for 25YrJ24Hr. Storm Event (cu.ft)= 48,125
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12inJft.
Vol.= (77000 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. i 24Hr. Storm + 'Heavy Rain')= 48,125 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) = 139,868 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 388,816 (CU.FT)
TOTAL REQUIRED VOLUME = 676808 (CU.FT.)

Grower: S&J Farm 1 Lag B
Address: 443 Eva James Rd
Warsaw, NC 28398
LAGOON DESIGN SUMMARY
Checked By: JEO
Date: 04/13/21
Sheet 5 of 7
Top of Dike Elevation -----------
52.10
FT.
Emergency Spillway Crest Elevation -----------------
Not At Applicable
Top of 25Yr.124Hr. Storm Storage ----- ---
51.10
FT.
Top of "Heavy Rain" Storage - ------
Not
Applicable
Start Pump Elevation -----------
50.43
FT.
End Pump Elevation -----------------
47.70
FT.
Top of Sludge Storage ---- ------
Not
Applicable
Seasonal High Watertable Elev.-----------------
0.00
Finished Bottom Elevation --------- -----
40.10
FT.
Inside Top Length -- ------ -----------
350.00
FT.
Inside Top Width — ------ ---------
220.00
FT.
Side Slopes ---------------- —
3:1
H:V
Lagoon Surface Area — -----------
77,000
SF
Min. Liner Thickness (if required) ------ --- -
1.8
FT,
Freeboard Depth ---------------
1.00
FT.
Temporary Storage Period -
180 Days
Zone Depths:
TOTAL DESIGN VOLUME = 623410 (CU.FT.)
Treatment I Sludge Storage Zone Depth ------- 7.6 FT,
Temporary Storage Zone Depth --------- 2.7 FT.
Freeboard / Storm Storage Zone Depth ---------- 1.7 FT_
Total Lagoon Depth -------- 12.0 FT.

Ce)
�0
.
�LU %
�.
k
9
1
kkkQ
\
�
�
q
�
�n
I
�
0,
CII)
0
LO
o
„
o
0
t
�
i
®
w
LLJ
>
w
%
-
W
2L-L
-j
2
k
y LU
k
6
0cn
/
�
/
E
U-
. O
®
&
k
2
w
L
w
w
A
LL
2
z
a
cow
2
N
2
�
b
0.
�Jco
9(D�
�—
2��3
$
2
%
R
Q
d V � R
\
�
k
:
~
wCL
f
% $
_
a
C
2 2
k
2
o « U
@
w
3
X_
¢
2

Grower: S&J Farm 1 Lag B. Designed By: KBW
Address: 443 Eva James Rd Checked By: JEO
Warsaw, NC 28398 Date: 04113/21
County: Duplin Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
DOTE: See attached Waste Utilization Plan
DESIGNED:
DATE:
COMMENTS:
This design is update of start and stop pump elevations and to show the 112
treatment volume level for sludge storage. This design does not supercede the
original certification of the farm.
Elevations are fused on an assumed benchmark and do not represent mean sea level datum_
l certify, to the best of my professional knowledge, judgement, and ,belief, this design calculation
is in accordance with the applicable NRCS standards.
Murphy -Brown, LLG Engineering P.O. Box

Grower: SU Farm I LaY %-, "4-,ZP1U110U Uy• 1X"V V
Address: 443 Eva James Rd Checked By: JEO
Warsaw, NC 28398 Sheet 1 of 7 04/13/21
Countv: Duolin -- .- _.-
FARM INFORMATION
Nursery:
Wean to Finish:
Finishing:
Farrow to weanling:
Farrow to feeder:
Farrow to finish:
Boars:
Storage Period:
25 Yr.124 Hr Storm Event
"Heavy Rain" Factor
Rainfall in Excess of Evaporation
Additional Water Usage:
Additional Drainage Area:
LAGOON INFORMATION
Farm Population:
Not Applicable
0
3381 Hd.
0
0
0
0
0
180 Days
7.5 in.
7.0 In.
0
0
Is Lagoon Designed as an Irregular Shape?
(YIN) -----
N
Does Operator Want Emergency Spillway?
(YIN) — ------
N
Was This Design Built Prior to Sept. 1996?
(YIN) -- -------- --
Y
Is Drain Tile Req'd to Lower SHWT?
(YIN) ------------
N
Seasonal High Water Table Elev: -- -------
--
48.70
Ft.
-----------------
Freeboard:
1.0
Ft.
Emergency Spillway Flow Depth: Not Applicable
Side Slopes: ---- -------------
3:1
(H:V)
Inside Top Length: -----------------
_
340.0
Ft.
Inside Top Width: ---------------------
240.0
Ft.
Top of Dike Elevation: ---"--------
Depth
53.00
Ft.
Finished Bottom Elevation: ---------
10.50 Ft.
42.50
Ft.
Start Pump Elevation:20.04 In.
51.33
Ft.
Stop Pump Elevation: ---- ---------
44.4 In.
49.30
Ft.
LAGOON VOLUME Rgg IRED VOL.
DESIGN VOLUMES
% REQ'D.
Storm Stor = 61000 (Cu.Ft.)
51,235 (Cu.Ft.)
100.46%
Temporary = 142551 (Cu.Ft.)
147,278 (Cu.Ft.)
103,32%
Permanent= 388815 (Cu.Ft.)
400,626 (Cu.Ft.)
103,01%
Total Volume = 582,366 (Cu.Ft.)
599,039 (Cu.Ft.)
102.86%
112 Treatment Volume = 194,408 (Cu.Ft.)
112 Treatment Volume Elevation = 46.29 Ft.
90 Temporary Storage Volume Elevation = 50.05 Ft.
Min. Required Liner Thickness
Lagoon Surface Area: (Inside TOD)
80.57 In.
35.42 In.
1.5 Ft.
81,600 S.F.
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw, NC 29398 [phone]

Urower:
5&J rarm 1 Lag C
Designed By: KBW
Address:
443 Eva James Rd
Checked By: JEO
Warsaw, NC 28398
Date: 04/13/21
County:
Duplin
Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME,
Cu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Elevation FT. Area SF
Incr. Vol. (Cu. FT)
Cumul. Vol. (Cu. FT)
42.50
49,029
0
43.00
60,400
24,857
24,857
44.00
53,196
51,798
76,655
45.00
56,064
54,630
131,285
46.00
59,004
57,534
188,819
47.00
62,016
60,510
249,329
48.00
65,100
63,558
312,887
49.00
68,256
66,678
379,565
50.00
71,484
69,870
449,435
51,00
74,784
73,134
522,569
52.00
78,156
76,470
599,039
53.00
81,600
79,878
678,917
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL
582,366
CF
CUMULATIVE
VOL.
ZONE VOL.
102.86%
END PUMP = = = =
49.30
FT
400,526 CF
TR'MT
400,526
103.01%
START PUMP = =:
51.33
FT
547,804 CF
TEMP
147,278
103.32%
MAX STORAGE =
62.00
FT
599,039 CF
STORM
51,235
100.46%
Murphy -Brown, LLC Engineering P.O_ Box 856,Warsaw, NC 28398 [phone]

Grower: S&J Farm 1 Lag C Designed By: KBW
Address: 443 Eva James Rd Checked By: JEO
Warsaw, NC 28398 Date: 04/11/21
County: Duplin Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
pima a Capacity cu. - T6161
Nursery
0
30
1.00
0
Wean to Finish
3,381
115
1.00
388,815
Finishing
0
135
1.00
0
Farrow to weanling
0
433
1.00
0
Farrow to feeder
0
522
1.00
0
Farrow to finish
01
1,417
1.00
0
Boars
01
QOI
1.001
0
Total Required Treatment Votume (cu. ft.)= 388,815
Sludge Storage Volume:
TnImal Type Capacity ALW (cuft.71b)= o a
Nursery
0
30
0.00
0
Wean to Finish
3,381
115
0.00
0
Finishing
0
135
0.00
0
Farrow to weanling
0
433
0.00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
0
1,4171
0.00
1 0
Boars
0
400
1 0.000
1 0
Totai Requireo Sludge 51torage Volume (cu. ft.)-
Temporary Storage Volume:
Manure Production:
0
,Animal Type C Sto. Period d./day)= Total
Nursery
0
1801
0.30
0
Wean to Finish
3,381
180
1.17
710,235
Finishing
0
180
1,37
0
Farrow to weanling
0
180
4.39
0
Farrow to feeder
0
180
5.30
0
Farrow to finish
0
180
14.38
0
Boars
0
1801
4.06
10
iotai Manure rroauction (gais.)W
Total Manure Production (cu.ft.)=
Excess Fresh Water:
710,Z35
94,951
.7�nimal Type Capacity Sto. Period d. ay) =Total
Nursery
0
180
0.00
0
Wean to Finish
3,381
180
0.00
0
Finishing
0
180
0.00
0
Farrow to weanling
0
180
0.00
0
Farrow to feeder
0
180
0.00
1 0
Farrow to finish
0
180
0.00
1 0
Boars
01
180
0.00
1 0
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)la
0
0

grower: S&J Farm 1 Lag C
Address: 443 Eva James Rd
Warsaw, NC 28398
Designed By: KBW
Checked By: JEO
Date: 04/13121
Sheet 4 of 7
Temporary Storage —Volume• lCont.t
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall 112in./ft
Vol.= (61600 sq.ft. + 0 sq.ft.) * 7 in. 112 in./ft.
Total Required Volume for Rainfall In Excess of Evap. (cu.ft.)= 47,600
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25YO241-1r. Storm(in) / 121n./ft.
Vol.= (81600 sq_ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 25Yr.124Hr. Storm Event (cu.ft)= 51,000
"Heavy Rain" Storage: '
Vol.=(Lagoon Surf. Area +Addt'l Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (81600 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 a
Total Required Storm Storage
(25Yr.124Hr. Storm +'Heavy Rain')= 51,000 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) = 142,561 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 388,815 (CU.FT)
TOTAL REQUIRED VOLUME = 582366 (CU.FT.)

Grower: S&J Farms 1 lag C Designed By: KBW
Address: 443 Eva James Rd Checked By: JEO
Warsaw, NC 28398 Date: 04/13/21
Countv: Duolin Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation
Emergency Spillway Crest Elevation
Top of 25Yr.1241-1r. Storm Storage
Top of "Heavy Rain" Storage
Start Pump Elevation
End Pump Elevation
Top of Sludge Storage
Seasonal High Watertable Elev.
Finished Bottom Elevation
Inside Top Length
Inside Top Width
Side Slopes
Lagoon Surface Area
Min. Liner Thickness (if required)
Freeboard Depth
Temporary Storage Period
Zone Depths:
- ------ 53.00 FT.
------------- Not AI Applicable
_----- -- 52.00 FT.
-----..------------- Not Applicable
---- ------------- 51.33 FT.
-- ----------- ---- 49.30 FT.
------------------ Not Applicable
--------------- 48.70 FT.
_.------- 42.50 FT.
340.00 FT.
------- 240.00 FT.
--- 3:1 H:V
-----_—.. 81,600 SF
------------ 1.6 FT.
-..---------------- 1.00 FT.
-_--------- _--- 180 Days
TOTAL DESIGN VOLUME = 699039 (CU.FT.)
Treatment 1 Sludge Storage zone Depth ----------- 6.8 FT.
Temporary Storage Zone Depth - ---- --- 2.0 FT.
Freeboard I Storm Storage Zone Depth ----------- 1.7 FT,
Total Lagoon Depth ----------- 10.5 FT.

Grower: S&J farm 1 Lag C Designed By: KBW
Address: 443 Eva James Rd Checked By: JEO
Warsaw, NC 28398 Date: 04/13/21
County: Duplin Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
NOTE: See attached Waste Utilization Plan
DESIGNED:
DATE:
COMMENTS; Design based on original by George PettuslME Sugg 11/17/94
This design is update of start and stop pump elevations and to show the 112
treatment volume level for sludge storage. This design does not supercede the
original certification of the farm_
Elevations are based on an assumed benchmark and do not represent mean sea level datum.
1 certify, to the best of my professional knowledge, judgement, and belief, this design calculation
is in accordance with the applicable NRCS standards.
Engineering P.O. Box 856, Warsaw NC