310136_Application_20240313

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: AWS310136
2. Facility Name: Pig Patch, LLC
3. Permittee's Name (same as on the Waste Management Plan): Westly Dail
4. Permittee's Mailing Address: 805 E NC 24 Hwy
City: Kenansville State: NC
Telephone Number: 910-290-0304 Ext. E-mail:
5. Facility's Physical Address: 120 Bill McKay Farm Ln
City: Kenansville State: NC
6. County where Facility is located: Duplin
7, Farm Manager's Name (if different from Landowner):
8. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"): Murphy -Brown LLC
10. Operator Name (OIC): John D. Garner Phone No.: 910-381-0292
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine - Feeder to Finish 3,672
Operation Tyves:
Swine
Cattle
Dry Poultry
Wean to Finish
Dairy Calf
Non Laying Chickens
Wean to Feeder
Dairy Heifer
Laying Chickens
Farrow to Finish
Milk Cow
Pullets
Feeder to Finish
Dry Cow
Turkeys
Farrow to Wean
Beef Stocker Calf
Turkey Pullet
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Wet Poultry
Gilts
Other
Non Laying Pullet
Other
Layers
Zip: 28349
Zip: 28349
OIC #: 17203
Other Types
Horses - Horses
Horses - Other
Sheep- Sheep
Sheep - Other

13, Waste Treatment Lagoons, Digesters and Waste Storage Ponds (WSP): (Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure
Name
Structure Type
(Lagoon/Digester/
WSP)
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
LAGOON #1
Lagoon
10/1/1989
Full, clay
499,200.00
57,064.00
19.00
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.14C(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 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18
U.S.C. Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both
for a similar offense.)
Print the Name of the Permittee/Landowner/Signing Official and Sign below. (If multiple Landowners exist, all landowners
should sign. If Landowner is a corporation, signature should be by a principal executive officer of the corporation):
Name (Print): yt!/$,,ts�� �! �
Title:
Signature: i✓�iil"'� "''C/�
Date:
ju/�to
Name (Print):
Title:
Signature:
Date:
Name (Print):
Title:
Signature:
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636

Nutrient Management Plan For Animal Waste Utilization
This plan has been prepared for:
Pig Patch, LLC (31-136)
Westley Dail
805 E NC 24 Highway
Kenansville, NC 28349
[phone]
04-03-2023
This plan has been developed by:
Ronnie G. Kennedy Jr.
Agriment Services, Inc.
PO Box 1096
Beulaville, NC 28518
252-5 -'
eveloper Signature
Type of Plan: .Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
Signature (owner)
Signature (manager or producer)
Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By:
finical Specialist Signature Date
711587 Database Version 4.1 Date Printed: 04-03-2023 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S7
Swine Feeder -Finish Lagoon Liquid waste generated 3,403,944 gals/year by a 3,672
animal Swine Finishing Lagoon Liquid operation. This production facility has waste
storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
6136
Incorporated
7363
Injected
7363
Irrigated
6136
Max. Avail.
PAN (lbs)*
Actual PAN
Applied (lbs)
PAN Surplus/
Deltcit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
6,136
8522
-2,386
4,728,093
-1,324,149
Year 2
6,136
9859
-3,723
5,469,779
-2,065,835
Note: In source ID, S means standard source, U means user defined source.
* Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
711587 Database Version 4.1 Date Printed: 04-03-2023 Source Page 1 of I

Narrative
4/3/2023
This plan changes pivot crop to corn/wheat/soybeans and adds Tract 4216 Field 2 to be applied by honey
wangon tanks or aerway if needed. Tract 4216 Field 2 is owned by grower. 30lbs PAN may be applied
to small grain cover crop after removal of soybeans and before planning corn. Thus, the corn crop would
need its PAN reduced by any waste applications that accrued on previous cover crop. If no applications
accrue on cover crop, reduction is not required. Small Grain cover crop application window will be Sept.
to March.
711587 Database Version 4.1 Date Printed: 04-03-2023 Narrative Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown,
where available.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
4216
2
24.83
24.00
N/A
Craven
Com, Grain
115 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
34 bu.
4224
Pivot
15.9
15.90
N/A
Craven
Com, Grain
115 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
34 bu.
4224
Sub F1A
1.31
1.31
NIA
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
4224
Sub F 1 B
2.27
2.27
N/A
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
4224
Sub F2
6.20
6.20
NIA
Craven
Com, Grain
115 bu.
Wheat, Grain
60 bu.
Soybeans, Manwed, Double Crop
34 bu.
PLAN TOTALS: 50.51 49.68
LI
Potential Leaching
Technical Guidance
<2
Low potential to contribute to soluble
None
nutrient leading below the root zone.
>= 2 a&
Moderate potential to contribute to
Nutrient Management (590) should be planned.
<_ 10
soluble nutrient leaching below the root
zone.
High potential to contribute to soluble
Nutrient Management (590) should be planned Other conservation practices that improve
nutrient leaching below the root zone.
the soils available water holding capacity and improve nutrient use efficiency should be
> 10
considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations
(328), Long -Term No -Till (778), and edge -of -field practices such asFilter Strips (393) and
Riparian Forest Buffers (391).
711587 Database version 4.1 Date Printed 4/3/2023
PCS Page 1 of 1
NOTE: Symbol * means user entered data.

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11
The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in
runoff. This table provides the maximum application rate per hour that may be applied to each field selected to
receive wastewater. It also lists the maximum application amount that each field may receive in any one application
event.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(inchesthour)
Application Amount
(inches)
4216
2
Craven
0.40
1.0
4224
Pivot
Craven
0.40
1.0
4224
Sub F I A
Norfolk
0.50
1.0
4224
Sub FIB
Norfolk
0.50
1.0
4224
Sub F2
Craven
0.40
1.0
711587 Database Version 4.1 Date Printed 4/3/2023 1AF Page 1 of l

The following Lagoon Sludge Nitrogen Utilization table provides an estimate ofthe number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source, the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out, this material must be utilized for crop production and applied at agronomic rates. In mast cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be
used for sludge application. If this is not possible, care should betaken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
lbtac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Corn 120 bu
150
14.69
41.25
82.50
123.75
Hay 6 ton R.Y.E.
300
29.38
20.62
41.25
61.87
Soybean 40 bu
160
15.67
38.67
77.34
116.01
11
711587 Database Version 4.1 Date Printed: 04-03-2023 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate ofthe number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. Ifthe available storage capacity is greater than the design storage
capacity, this indicates that the plan calls for the application of nutrients that have not yet accumulated.
Ifavailable storage capacity is negative, the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Available Waste 19torace f'.anacity
Source Name
I Swine Feeder -Finish Lagoon Liquid
Design Storage Capacity (Days)
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
35
1
2
65
1
3
98
1
4
133
1
5
167
1
6
I80
1
7
158
1
8
136
1
9
143
1
10
144
1
11
147
1
12
179
2
1
180
2
2
18o
2
3
180
2
4
180
2
5
180
2
6
180
2
7
I80
2
8
180
2
9
180
2
10
151
2
11
123
2
12
94
* Available Storage Capacity is calculated as of the end of each month.
711587 Database Version 4.1 Date Printed: 04-03-2023 Capacity Page I of I

Required Specifications For Animal Waste Management
1. 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 that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass fitter
strips are installed where runoff leaves the field (see USDA, MRCS Field
Office Technical Guide Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by 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 Carolinas' for guidance).
711587 Database Version 4.1 Date Printed: 4/3/2023 Specification Page I

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1,1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1,1995,
shall not be applied closer that 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.
711587 Database Version 4.1 Date Printed: 413l2023 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a 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.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre -plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
711587 Database Version 4.1 Date Printed: 4/3/2023 Specification Page 3

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
soils 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 five
(5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
711587
Database Version 4.1
Date Printed: 4/3/2023 Specification Page 4

Crop Notes
The following crop note applies to field(s): 2, Pivot, Sub F2
Corn l: CP, Mineral Soil, low -leachable
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when
planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): Sub F1A, Sub FI B
Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs I" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced V to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 Ib/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
711587 Database Version 4.1 Date Printed: 04-03-2023 Crop Note Page 1 of 2

The following crop note applies to field(s): Sub FIA, Sub FIB
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February -March.
The following crop note applies to field(s): 2, Pivot, Sub F2
Wheat: Coastal Plain, Mineral Soil, low -leachable
In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the
optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU
"Small Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting
no -till. Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety
"green book" and information from private companies to select a high yielding variety with the ,1111 characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at planting.
Phosphorus and potash recommended by a soil test can also be applied at this time. The remaining N
should be applied during the months of February -March. The total N is dependent on the soil type. Plant
samples can be analyzed during the growing season to monitor the nutrient status of the wheat. Timely
management of diseases, insects and weeds are essential for profitable wheat production.
The following crop note applies to field(s): 2, Pivot, Sub F2
Double -Crop Soybeans, Coastal Plain: Mineral Soil, low -leachable
Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. Review the NCSU Official Variety "green book" and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 24 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However, applications of 20-301bs/acre
N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Timely management of
weeds and insects is essential for profitable double crop soybean production.
711587 Database Version 4.1 Date Printed: 04-03-2023 Crop Note Page 2 of 2

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Dealer Benchmark Bifts.&Irrig.
Customer PIG PATCH, LLC
Field Name
Valley Standard Pivot 7000 Machine Setup Sorlulder Chart
.'I Dist Spk Nozzle Color Spk Wear Drop Regulator
No From No Size Model Pad Length
Pivot (in)
(ft)
1
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Gauge
2
14.3
Plug
3
23.3
Plug
Sprinkler
-----------------------------------
: Nelson Rotator Assembly
4
32.3
1
16
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D4- Green
116
5
41.3
Plug
6
50.2
2
16
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TR3000
D4- Green
124
7
59.2
Plug
8
68.2
3
17
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TR3000
D4 - Green
130
9
77.2
plug
10
86.2
4
19
Gray/Turquoise
TR3000
D4- Green
134
11
94.6
plug
12
103.0
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21
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135
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111.4
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119.9
6
23
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134
15
128.9
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16
137.9
7
25
Red/White
TR3000
D4- Green
131
17
146.9
Plug
18
155.9
8
26
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TR3000
D4 - Green
126
19
164.8
Plug
20
173.8
9
28
Blue
TR3000
D4 - Green
119
21
182.8
Plug
Sprinkler :
------------------------
Nelson Spray
ffi
22
191.8
10
29
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PC - D3000
170 Blue
84
23
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205.5 Tower Number : 1
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24
210.1
11
31
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170 Blue
84
25
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Sprinkler :
-----------------------------------
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32
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115
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246.1
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33
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33
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131
31
271.4
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32
279.9
15
35
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135

ka,ren t Order No 11410076
'Sprinkler Order No 11410080
Dealer Benchmark Bldgs. & Irrip,
Customer PIG PATCH, LLC
Field Name
Aft,
Valley Standard flyat 7090 Machine Setup Sprinkler Chart
Dist Spk Nozzle Color Spk Wear Drop Regulator
No From No Size Model Pad Length
Pivot (in)
(ft)
33 288.9 Plug
34 297.9 16 37 Purple/Black TR3000 D4 - Green 136
35 306.9 Plug
36 315.9 17 38 Black TR3000 D4- Green 134
37 324.3 Plug
38 332.8 18 38 Black TR3000 D4 - Green 131
39 341.2 Plug
40 349.7 19 40 Dk Turquoise TR3000 D4 - Green 124
41 358.7 Plug
42 367.7 20 41 Dk Turq/Mustard TR3000 D4 - Green 115
43 376.7 Plug
Sprinkler: Nelson Spray
------------------------
44 385.7 21 36 Purple PC - D3000 170 Blue 84
45 389.5 B.P,
j!!- 1 Tower Number - 2 Span Lenathfftl : 184.6
394.6 22 32 Orange PC - D3000 170 Blue 84
am
Sprinkler : Senninger Spray
---------------------------
47 398.2 23 is Dark Brown D lonal
399.2 Overhana Soan Lenath(ftl : 9.1
Sprinkler : Nelson Endgan
-------------------------
48 399.2 24 0.9
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Operator. -==================================>William McKay
Dist. to nearest residence(other than owner):
.,. ws (farrow to finish):====================>
�,ws (farrow to feeder):====================>
head (finishing only):======================>
3672
sows (farrow to wean):======================>
head (wean to feeder):======================>
Ave. Live Weight for other operations(lbs.):>
Storage volume for sludge accum. (cu. ft.):=>
Treatment Volume (min. 1 cu. ft.jlb.):======>
1.0
25 Year - 24 Flour Rainfall (in.):===========>
7.5
Rainfall in excess of evaporation (in.)=====>
7.0
Drainage area of buildings & lots (sq. ft.):>
Volume of wash water (gallonsfday)==========>
Temporary storage period (days):============>
135
Freeboard(ft.):____________________________>
1
Side slopes (inside lagoon):================>
2.4
Inside top length (ft.):____________________>
365
Inside top width {ft.):_____________________>
188.5
Top of dike elevation (ft.};==______________>
36.2
Bottom of lagoon elevation (ft.}:==_________>
21.8
Seasonal high water table(SHWT) elev.(ft.):=>
Total required volume:=============> 669650
cu. ft.
Actual design volume:==============>670749.55
cu. ft.
Stop pumping el. (> or = to 0.0 ft SHWT>
32.5
(> or = to 27.8 ft Min)
Required minimum treatment volume: 495720
cu. ft.
Volume at stop pumping elevation: 501459
cu. ft.
Start pumping elev..________________________>
34.5
Volume at start pumping elevation: 625068
cu. ft.
,.tual volume less 25yr-24hr rain: 627748
cu. ft.
;PE: Verify that temp. storage is adequate:
Req. volume to be pumped:====> 130928
cu. ft.
Actual volume to be pumped:==> 123610
cu. ft.
ft.
W
ft.
ft.
46 h,11 ly-

NAME: Bill Mckay �
: Kenansvi\|e, N. C.
_
TYPE AND SIZE Topping Hogs '
OF OPERATION 2448
CLASS 111
DESIGNED BY Jjmmy Vinson
DATE 10-1-87
APPROVED BY Jimmy Vinson
DATE 10-1-87
PERMAMENT STORAGE
2448 Hogs x
135 |bs per
hog- 1 Cu Ft per |b'
330480
Cu
Ft
TEMPORARY STORAGE
330480 |bs of animal
x 1.35 cu.
ft. of waste per day
80307
Cu
Ft
per 10vv .os of
animal wt.
x 180 days
RAINFALL L�SS EVAPORATION
7" X 60300 sq.
ft. surface
area per 12"per ft
35175
Cu
Ft
RAINFALL - 25 YR. 1 DAY
STORM
7.5" X '60300 sq.
ft. of surface
area per 12" per ft.
37688
Cu
Ft
*�^
TOTAL STORAGE NEEDED
483649
Cu
Ft
�
'
17913
Cu
Yds
TOTAL STORA6E AVAILABLE
499200
Cu
Ft
18489
Cu
Yds
AMOUNT OF FILL DIKE '
150333
Cu
Ft
PAD
143500
Cu
Ft
TOTAL
---------
293833
Cu
Ft
SETTLEMENT 10%
29383
Cu
Ft
TOTAL AMOUNT OF FILL
---------
323216
Cu
Ft
11971
Cu
Yds
CUT TO FILL RATIO
TOTAL EXCAVATION
428960
Cu
Ft
15887
Cu
Yds
1.3: 1

NAME: Bill Mckay
�o�
r
DEPTH [AREA OF TOP + AREA OF BOTTOM * 4 X AREA OF MIDSECTION]
VOLUME= --------- --------------------------------------------------
6.0 27
DEPTH [ L X W + L X W + 4 X L X W ]
VOLUME = --------- --------------------------------------6 27
-
12.0 [ 325 X 170 + 265 X 110 + 4 X 295 X 1401
VOLUME= --------- -------------------------------------------------
6.0 27
12.0 [ 2496001
VOLUME = --------- --------
6.0 27
499200.0 CU. FT.
VOLUME = ---------
27.0
VOLUME = 18488.9 CU.YDS.
60300.0 sq.ft.
. . �
483649.1 cu ft. needed
SIDE SLOPES 2.5:1

NAME: Bill Mckay
L_EDIN8 SPECIFICATIONS
AREA TO BE SEEDED
APPLY THE FOLLOWING
USE THE SEED MIXTURE
INDICATED
(X)
(X)
( )
( )
( >
( )
4000 LBS. 8-8-8 FERTILIZER
8 TONS DOLOMITIC LIMESTONE
400 BALES SMALL GRAIN STRAW
200 LBS. FESCUE GRASS
140 LBS. OATS
200 LBS. BAHIA GRASS
16 LBS. WEEPING LOVE GRASS
48 LBS. HULLED BERMUDA GRASS
80 L8S' UNHULLED 8ERMUDA GRASS
DIVERT ALL WATER TO A STABLE OUTLET
�
THE NEAREST RESIDENCE IS 15C_)0 FT.
T.B.M. 50.0 ft. ELEVATION
DESCRIPTION Top of bolt head of gate post

NAME: Bi|| Mckay .
f""ROXIMATE NITROGEN CONTENT THAT WILL BE PRODUCED PER YEAR
NITROGEN (N) - 0.48 LBS PER 1000 LBS OF ANIMAL WT. X 365 DAYS
(N) - 0.48 x 330480 x 365
__________________________________
10O0
(N) -57900.096 LBS
IT IS ESTIMATED THAT APPROXIMATELY 25 % OF THE NITROGEN WILL BE
AVAILABLE FOR USE AS FERTILIZER
THE FOLLOWING AMOUNT CAN BE APPLIED ON THE LAND
14475.024 LBS.
IF APPLIED AT THE RATE OF 200 LBS PER ACRE ON CROPLAND (
72.37512 ACRES WILL BE NEEDED TO TAKE CARE OF THE EFFLUENT.
IF APPLIED AT THE RATE OF 400 LBS PER ACRE ON PASTURELAND (COASTA
36.18756 ACRES WILL BE NEEDED TO TAKE CARE OF THE EFFLUENT.
BEFORE ANY EFFLUENT IS APPLIED TO THE LAND IT SHOULD BE ANALYZED
DETERMINE THE EXACT NUTRIENT CONTENT. THE NCDA LABORATORY
{w RALEI6H IS MAKING SOME TEST ON A LIMITED BASIS. YOU SHOULD
CONTACT
AGRONOMIC SERVICES DIVISION
NCDA, BLUE RIDGE ROAD CENTER
RALEI8H N.C. 27611
PHONE: [phone]
WHEN APPLYING THE EFFLUENT TO CROPLAND IT SHOULD BE DISK AND A
COVER CROP SEEDED OR A ROW CROP PLANTED TO PREVENT EROSION
SOME OF THE EFFLUENT COULD BE USED FOR IRRIGATION PURPOSES
DURING THE GROWING SEASON.
36 AC OF LAND AVAILABLE FOR APPLICATION OF EFFLUENT
BEGIN PUMPING THE EFFLUENT WHEN '
THE FLUID LEVEL REACHES 33.0 ft. elev.
------------------------------
DO NOT LOWER THE FLUID ANY
LOWER THAN 5.0 ft.
------------------------------
THE EFFLUENT SHOULD BE APPLIED AT A RATE THAT WILL NOT CAUSE ANY
RUNOFF ONTO SURROUNDING AREAS OR LEACHING INTO THE GROUND WATER
FIF-COMMENDED APPPLICATION RATE IS 0.5 INCHES PER HOUR AND THE
�-{IMUM RECOMMENDED APPLICATION AMOUNT IS 1 INCH PER IRRGATION
`

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AWS310136
W
System Calibration
Information presented in manufacturers 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
N

AWS310136
OPERATION & MAINTENANCE PLAN
Proper lagoon management should be a year-round priority. It is especially important to manage
levels so that you do not have problems during extended rainy and wet periods.
Maximum storage capacity should be available in the lagoon for periods when the receiving crop is
dormant (such as wintertime for bermudagrass) or when there are extended rainy spells such as a
thunderstorm season in the summertime. This means that at the first sign of plant growth in the
later winter / early spring, irrigation according to a farm waste management plan should be done
whenever the land in dry enough to receive lagoon liquid. This will make storage space available
in the lagoon for future wet periods. In the late summer / early fall the lagoon should be pumped
down to the low marker (see Figure 2-1) to allow for winter storage. Every effort should be made
to maintain the lagoon close to the minimum liquid level as long as the weather and waste
utilization plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to irrigated does
not leave room for storing excess water during extended wet periods. Overflow from the lagoon for
any reason except a 25-year, 24-hour storm is a violation of state law and subject to penalty
action.
The routine maintenance of a lagoon involves the following:
• Maintenance of a vegetative cover for the dam. Fescue or common bermudagrass
are the most common vegetative covers. The vegetation should be fertilized each
year, if needed, to maintain a vigorous stand. The amount of fertilized applied
should be based on a soils test, but in the event that it is not practical to obtain a
soils test each year, the lagoon embankment and surrounding areas should be
fertilized with 800 pounds per acre of 10-10-10, or equivalent.
Brush and trees on the embankment must be controlled. This may be done by
mowing, spraying, grazing, chopping, or a combination of these practices. This
should be done at least once a year and possibly twice in years that weather
conditions are favorable for heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter the
lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of the lagoon
and at least monthly and after major rainfall and storm events. Items to be checked should
include, as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes -- look for:
1. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes

Lagoon surface ~~look for:
1. undesirable vegetative growth
2. floating Vrlodged debris
Embankment --Umok for:
1. settlement, cracking, or"jug^holes
2. side slope stabi|hv—G|UnOpS or bulges
3. wet mrdamp areas mnthe back slope
4. erosion due Uolack orvegetation oraoaresult ufwave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave aotkxl ouuemd by ainono
winds. These waves can erode the lagoon sideVm3Us, thereby weakening the lagoon
dam' Agmmd stand of vegetation will reduce the oot*nUm| donla8m caused by wave
action' If wave action causes serious damage to a lagoon sidewall, baffles in the lagoon
may beused toreduce the wave impacts.
Any of these features could lead toerosion and weakening of the dam. Uyour lagoon
has any ofthese features, you should call anappropriate expert familiar with design and
construction of waste lagoons. You may need to provide m temporary fix if there is a
threat ofGwaste discharge. HPweVe[, apermanent solution should bereviewed b»the
technical expert. Any digging into m lagoon dam with heavy equipment is serious
undertaking V����U�Uvmehouoconsequences and should not bamoOdu�ed unless
recommended by an appropriate technical expert.
� ~ potentially
Transfer Pumps ~~ check for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. Amunusually loud mrgrinding
noise, or a large amount of vibration, may indicate that the pump is in need of repair or
NOTE: Pumping should be inspected and operated frequently enough so that
you are not completely "surprised" bvequipment failure. You should perform your
pumping system maintenance adatime when your lagoon in at its kovv level. This will
allow some safety time should major repairs be required. Having o nearly full lagoon is
not the time to think about avvtuhing, nmpeihng, or borrowing pumps. Probably, if your
lagoon is full, your neighbors lagoon is full also. You should consider maintaining on
inventory Vfspare parts orpumps.
* Surface water diversion features are designed Uocarry all surface drainage
waters (such as rainfall nuMoff, roof drainage, gutter outlets, and parking lot
runoff) away from your lagoon and other waste treatment or storage
structures. The only vvabmr that should be coming from your |m0uon is that
which comes from your flushing (washing) system pipes and the rainfall that
hits the |ggVnn directly. You should inspect your diversion system for the
following:
1. adequate vegetation
` 2' diversion capacity
3' ridge berm height

Pig Patch, LLC AWS310136
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.
4

r1,
Pig Patch, LLC
AWS310136
• 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 1 early fall to
provide maximum lagoon storage for the winter.
• The lagoon liquid level should never be closer than 1 foot to the lowest point of the
dam or embankment.
• Don not pump the lagoon liquid level lower than the permanent storage level unless
you are removing sludge.
• Locate float pump intakes approximately 18 inches underneath the liquid surface and
as far away from the drainpipe inlets as possible.
• Prevent additions of bedding materials, long-stemmed forage or vegetation, molded
feed, plastic syringes, or other foreign materials into the lagoon.
• Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
• Maintain strict vegetation, rodent, and varmint control near lagoon edges.
• Do not allow trees or large bushes to grow on lagoon dam or embankment.
• Remove sludge from the lagoon either when the sludge storage capacity is full or
before it fills 50 percent of the permanent storage volume.
• If animal production is to be terminated, the owner is responsible for obtaining and
implementing a closure plan to eliminate the possibility of a pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:
5

AWS310136
• 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.

[�'��o ���"' | A �^
/ ����
4WS310136
The application mfsludge will increase the amount ofodor mdthe 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 hai|un*e result in the unplanned discharge of wastewater from the structure.
Types offailures include leakage through the bottom or sidas, uvertopph1g, and breach
ofthe dam. Assuming proper design and construction, the owner has the responsibility
for ensuring structure safety. Items which may lead to lagoon fai|Vnmo include:
• Modification ofthe lagownotructure—anmxmmple is the placement ofapipe in the
dam without proper design and construction. an expert in lagoon design
before placing any pipes in dams.)
° Lagoon liquid levels — high levels are asafety risk.
° Failure toinspect and maintain the dam.
° Excess surface water flowing into the lagoon.
� Liner integrity — protect from inlet pipe arouhn0, damage during sludge removo, 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 :an quickly cause 8 large
discharge ofwastewater and possible dam failure.
W

s
DIVISION OF WATER QUALITY (DWQ)
EMERGENCY MANAGEMENT SERVICES (EMS)
SOIL AND WATER CONSERVATION DISTRICT (SWCD)
NATURAL RESOURCES CONSERVATION SERVICE (NRCS)
COOPERATIVE EXTENSION SERVICE (CES)
AWS310136
(910) 796 - 7215
(910) 296 - 2160
(910) 296 - 2120
(910) 296 - 2121
(910) 296 - 2143
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort
to ensure that this does not happen. This plan should be posted in an accessible
location for all employees at the facility. The following are some action items you should
take.
1. Stop the release of wastes. Depending on the situation, this may or may not be possible. Suggested
responses to some possible problems are listed below.
A. Lagoon overflow - possible solutions are:
a) Add soil to berm to increase elevation of dam.
b) Pump wastes to fields at an acceptable rate.
c) Stop all flow to the lagoon immediately.
d) Call a pumping contractor.
e) Make sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include:
a)
Immediately stop waste application.
b)
Create a temporary diversion to contain waste.
c)
Incorporate waste to reduce runoff.
d)
Evaluate and eliminate the reason(s) that cause the runoff.
e)
Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers - action include:
a)
Stop recycle pump.
b)
Stop irrigation pump.
c)
Close valves to eliminate further discharge.
d)
Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators - action include:
a)
Stop recycle pump.
b)
Stop irrigation pump.
c)
Make sure siphon occurs.
d)
Stop all flaw 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
b)
pump, and pump back to lagoon.
If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil.

Pig Patch, LLC AWS310136
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 1 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: Agriment Services, Inc.
b. Contractors Address: Pa Box 1096, Beulaville, NC 28518
c. Contractors Phone: [phone]
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: Geno Kennedy
b. Phone: [phone]
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify
the damage, repair the system, and reassess the waste management plan to keep
problems with release of wastes from happening again.
va

Pig Patch, LLC
INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
AWS310136
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids (,/) Flush system is designed and operated
sufficiently to remove accumulated
solids from gutters as designed.
(� Remove bridging of accumulated solids at
discharge
_ Lagoons and Pits Crusted Solids ( ) 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.
Excessive Decaying vegetation (V)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).
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 low 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 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 (4 pertain to this operation. The landowner / integrator agrees to
use sound judgment in applying insect control measures as practical.
1 certify the aforementioned insect control Best Management Practices have been
reviewed with me.
(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
11

Pig Patch, LLC AWS310136
SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BMP's to Minimize Odor Site Specific Practices
_ Farmstead Swine production (,/)Vegetative or wooded buffers:
(.,/)Recommended best management
practices;
(Y/)Good judgment and common sense
Animal body Dirty manure ( Dry floors
surfaces covered animals
Floor surfaces Wet manure -covered
(,/)Slotted floors;
floors
(;/)Waterers located over slotted floors;
( )Feeders at high end of solid floors;
(,/ Scrape manure buildup from floors;
(f )Underfloor ventilation for drying
Manure collection Urine
(,()Frequent manure removal by flush, pit
pits
recharge or scrape
Partial microbial
(vlUnderfloorventilation
decomposition
Ventilation Volatile gases (,()Fan maintenance;
exhaust fans Dust (,/)Efficient air movement
Indoor surfaces Dust (,()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
Lift stations 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 (,/)Proper lagoon liquid capacity
Biological mixing (,/)Correct lagoon startup procedures
Agitation (,/)Minimum surface area -to -volume
ratio (✓)Minimum agitation when
pumping
f )Mechanical aeration
Irrigation sprinkler High pressure agitation (,/)Irrigate on dry days with little or no wind
nozzles Wind draft (,()Minimum recommended operation pressure
(,()Pump intake near lagoon liquid surface
( )Pump from second -stage lagoon
AMOC — November 11, 1996
12

Storage tank or Partial microbial
basin surface decomposition Mixing while
filling Agitation when emptying(
)Bottom or midlevel loading
)Tank covers
)Basin surface mats of solids
)Proven biological additives or oxidants
AWS310136
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 t construction of disposal pits
Incinerators Incomplete combustion ( )Secondary stack burners
Standing water improper drainage (,/)Farm access road
around facilities maintenance Microbial decomposition of away from
taij%Wzmatter
_ Manure tracked Poorly maintained access (,!)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 NCSU Agri Communication
Nuisance Concerns in Animal Manure Management: Odors and Flies; PR0101, Florida Cooperative Extension
1995 Conference Proceedings
The issues checked (✓) pertain to this operation. The landowner 1 integrator agrees to
use sound judgment in applying odor control measures as practical.
I certify the aforementioned odor control Best Management Practices have been
reviewed with me.
(Landowner Signature)
13

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Pig Patch, LLC AWS310136 Version —November 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Q D 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.
ElLandfillat municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
QQ Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
D ❑ A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
Q ❑ In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
Q ❑ Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
QMass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm Owner/Manager
Signature of Technical Specialist
3/13/2024
Date
3/13/2024
Date

W
DEVICES TO AUTOMATICALLY STOP IRRI(I-",ATION EVENTS
STATE GENERAL PERMIT' S'
The State of North Carolina has issued State General Permits for aniTnal facilitie.. to operate in North Carolina. ese
Permits meet both State and EPA requirements and provide coverage for the folloWliv-4 Types of facilities,
• AWG100000 -Swine Facilities
• AWG200000 = Cattle Facilities
• AW0300000 poultry Facilities with a liquid waste management system these Gel eral
You have recently been issued a Certificate of Coverage (COC) to operate your anirfial :facility under one of
Pennits.
Condition 11.24 of each of these Permits reads as follows:
The Perinittee shall:
a. install, operate, and maintain devices on all irrigation pumps/equiptneiii designed to automatically stop irrig I �Ition
activities during precipitation; or 1 under the supervision!of an
b. commit to provide for the presence of the OIC, a designated backup 01C, 01 a person
01C or designated backup 01C at all times during the land application of waste 60 that in case of a precipitation
event, the irrigation activities will be -stopped immediately. This cominji.,I)t-ilt n-iu&t be submitted in writing to the
Division on a form supplied by, or approved by, the Division. [G.S. § 90"l -4,11
Installation of devices or submission of alternate documentation shall be completed within 12 months of the
issuance of the COC for this General Permit, The Perntittee shall Ifl,1111aiLl such devices according to the
manufacturer's instructions and warranties, This Condition does not apply to manure spreaders I or other equipment
pulled by manned vehicles, [15A MUC 02T.0108(b)]
Please check the box below that indicates your commitment to do one of the following.
Within twelve (12) months of the effective date of a COC issued under this permit, I shall install, operate and maintain
devices on all irrigation pumps/equipment designed to automatically %tOP ilTiation activities during precipitation.
This condition does not apply to manure spreaders Or other equipment pulled by
manned vehicles.
I will commit to provide for the presence of the Operator in Charge (01C_), [lie designated backup 01C, Or a Pffs0l'
under the supervision of an 01C or backup 01C at all times during the Lind VP4060" Ofw"te.
"1 certify under penalty of law that this document was prepared under my direc(lo" of supervision in accordance with a
system designed to assure that qualified personnel property gather and evaluate the information submitted. Based on my
inquiry of the person or persons who manage the system, or those persons directly 'V5P')nsible for gathering the information,
the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are
significant, penalties for submitting false information, including the possibility of tines and imprisonment for knowing -
violations,"
9 4A
_24-1 Factitty Name
Ive 5 4w_ Nary
0yqner/Perbifttee Nozat and Title (type or print)
Mail to: Animal Feeding Operations
1636 Mail Service Center
Raleigh, NC 276"-1636
Permit Number
57- ;2-6
Date
Date
DTASIE 1-22-2020