090201_Application_20240227

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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.
PkYs-e o not leave any question unanswered. Pikedase veri a rmal o�nd make any necessaiy corrections Ye-lnw. —
Application must be signed and dated by the Permittee.
1. Certificate Of Coverage Number: AWS090201
2. Facility Name: Janes Farm
3 -Piitt 's Nam-s('a� ttfi'tl5c'Wit�Mgetft�iit Pli ' --5 srdiFi'�S�utli�iii S�y1ne LLC --- -
4. Permittee's Mailing Address: 15 Cigar Ln
City: Roseboro State: NC Zip: 28382
Telephone Number: 910-305-4844-Ext. E-mail:
Oqo 0
5. Facility's Physical Address: 631 Warren Johnson Ln
City: Elizabethtown State: NC Zip: 28337
6. County where Facility is located: Bladen
7. Farm Manager's Name(if different from Landowner):
8. Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write"None"): Murphy-Brown LLC
10. Operator Name(OIC): Glen Allen Norris Phone No.: 910-529-9731 OIC#: 27446
11. Lessee's Name(if there is not a Lessee,write"None"):
12. Indicate animal operation type and number: -
- — - Current-Permit:----- - OperationsType —Allowable-Count— - - — - - 4
Swine-Wean to Feeder 2,600
Operation Types:
urine Cattle Dry Poultry Other'lbnes
_ Wean to Finish Dairy Calf Nan Lay i�Chickens i.Iorsc -IIorses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow-to Wean - - Beef Stocker Calf Turkey Pullet -
Farrow to.Feeder Beef Feeder.
Boar/Stud Beef Broad Cow %t Poultry
Gilts Other Non Laying Pullet
Layers_.
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13. Waste Treatment Lagoons,Digesters and Waste Storage Ponds(WSP):(Fill/Verify the following information.
Make all necessary corrections and provide missing data.) j
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Structure Type Estimated Liner Type Estimated Design Freeboard
Structure (Lagoon/Digester/ Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name WSP) Built Unknown) (Cubic Feet) (Square Feet) (Inches)
09-201-1 Lagoon 1/1/1996 Full,clay 136,143.00 24,025.00 19.00
1 Lagoon 19.00
'-Submh one copyof tuffifi-e—Cei6e nimal-Wa e aN>igem�n-Plan(CAV►'1VIP)-Mili tliis compleEed amain -signM —"
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:--`Pherrretha-d-bywhich-waste-ismpplied-to-thz-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
—ff your CAWNT includes any components not s own on this rs p ease me ul-ae fhe a3ai iot`-nal components—wifFyour submi5l.­ -�
(e.g.composting,digesters,solids separators,sludge drying system,waste transfers,etc.)
1 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. i
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Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false I
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
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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): � st y Title: bVJTVC,Y '
Signature: Date:
E
Name rm t e:
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
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Nutrient Management Plan For Animal Waste Utilization
11-23-2021
This plan has been prepared for: This plan has been developed by:
Janet's Farm(09-201) Ronnie G. Kennedy Jr.
Jeffery A Sessoms Agriment Services, Inc.
15 Cigar In. 242 S. PO Box 1096
Roseboro. NC 28382 Beulaville, NC 28518
[phone] 252-568-26a8
evcloper S
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 Spermcations concerning animal waste management that are included with
this plan.
� z3 goal
4S*q,Qm(owner) Date
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
nical Specialist Signature ate
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229399 Database Version 4.1 Date Printed 11-23-2021 Cover Page I

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S5 Swine Nursery Lagoon Liquid waste generated 496,600 gals/year by a 2,600 animal
Swine Nursery Lagoon Liquid operation. This production facility has waste storage
capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 895
Incorporated 1074
Injected 1074
Irrigated 895
Max. Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN (lbs)* Applied (lbs) Deficit (lbs) Applied (Gallons) Deficit(Gallons)
Year 1 895 1044 -149 579,302 -82,702
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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.
228399 Database Version 4.1 Date Printed: 11-23-2021 Source Page I of I

Narrative
This plan is to update change in ownership.
100 lbs overseed small grain option may be used if needed. Using the following guidance:
Updated Crop Management Practices for Bermuda Winter Overseed
This document, as approved by the Interagency Nutrient Management Committee on October 10, 2017,
hereby modified the July 13, 1998 Memorandum "Crop Management Practices for Select Forages Used
in Waste Management". This modification updates the application window protocol for the 100 lb
Nitrogen PAN rate for both Cereal Rye and Annual Ryegrass, as well as winter small grains.
*Farms utilizing the 100 lbs./ac PAN rate for the overseed are allowed to apply no more than 50 lbs./ac
PAN from October 1 through December 31 and no more than 50 lbs./ac PAN from January I through
March 31.
*Applications made during the months of December and January cannot exceed the combined total of 25
lbs./ac PAN for the two-month period.
*The last application of animal waste is to be applied to the bermuda crop prior to September 30.
*The PAN rate for grazed systems must be reduced by 25%.
All other requirements of the July 13, 1998 Memorandum continue to apply. Those requirements include
but are not limited to:
*Cereal rye and annual ryegrass should be planted by October 15 to provide the best opportunity to get
winter growth.
*A harvest is required prior to heading or April 7, whichever comes first, for both cereal rye and annual
ryegrass. This is necessary to minimize the potential for shading of emerging bennuda and reducing its
yield. To favor the production of bermuda, additional harvest of annual ryegrass will be required when
the ryegrass canopy reaches 12-15 inches height.
These management requirements shall also apply to overseeded winter small grain.
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228399 Database Version 4.1 Date Printed: 11-23-2021 Narrative Pag e I of I

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
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
Odom 1 0.51 0.51 N/A Wahee Small Grain Overseed 1.0 Tons
Flybrid Bermudagrass Flay 5.0 Tons
Odom 2 0.39 0.39 N/A Wagram Small Grain Overseed LO Tons
Hybrid Bermudagrass Hay 5.5"1 ons
Odom 3 0.51 0.51 N/A Wahee Small Grain Overseed 1.0"Pons
Hybrid Bermudagrass Flay 5.0 Tons
Odom 4 0.48 0.48 N/A Wahee Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.0'Fons
Odom 5 0.38 0.38 N/A Wagram Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5'fons
Odom 6 0.51 0.51 N/A Wahee Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.0 Tons
Odom 7 0.51 0.51 N/A Wahee Small Grain Overseed 1.0"Dons
Hybrid Bermudagrass Hay 5.0 Tons
Odom 8 0.43 0.43 N/A Wagram Small Grain Overseed 1.0'rons
Hybrid Bermudagrass Hay 5.5 bons
PLAN TOTALS: 3.73 3.73
LI Potential Leaching Technical Guidance
2 Low potential to contribute to soluble None
nutrient leaching below the root zone.
>_2& 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 as Filter Strips(393)and
Riparian Forest Buffers(391).
228399 Database Version 4.1 Date Printed 11/23/2021
PCS Page l of 1
NOTE: Symbol * means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown,their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table Year 1
Nitrogen Comm. Res. Manure Liquid Solid Liquid SolidManur
PA Fert. (Ibs/A PA ManureA Manure Manure Applied
Nutrient Nutrient NutrientP pplied Applied Applied (Field)
Req'd Applied pplied (acre) (acre) (Field)
(lbs/A) (lbs/A) (Ibs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres I Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
Odom 1 SS Wahee 0.51 0.51 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 14.23 0.00
Odom 1 S5 Wahee 0.51 0.51 Hybrid Bermudagrass Hay 5.0 Tons 3/1-9/30 211 0 0 Irrig. 211 117.06 0.00 60.05 0.00
Odom 2 S5 Wagram 0.39 0.39 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 10.87 0.00
Odom 2 S5 Wagram 0.39 0.39 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 269 0 0 Irrig. 269 149.24 0.00 58.50 0.00
Odom 3 S5 Wahee 0.51 0.51 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 14.23 0.00
Odom 3 S5 Wahee 0.51 0.51 Hybrid Bermudagrass Hay 5.0 Tons 3/1-9/30 211 0 0 Irrig. 211 117.06 0.00 60.05 0.00
Odom 4 S5 Wahee 0.48 0.48 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 13.20 0.00
Odom 4 S5 Wahee 0.48 0.48 Hybrid Bermudagrass Hay 5.0 Tons 3/1-9/30 211 0 0 Irrig. 211 117.06 0.00 55.72 0.00
Odom 5 S5 Wagram 0.38 0.38 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 10.68 0.00
Odom 5 S5 Wagram 0.38 0.38 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 269 0 0 Irrig. 269 149.24 0.00 57.46 0.00
Odom 6 SS Wahee 0.51 0.51 Small Grain Overseed LO Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 14.23 0.00
Odom 6 S5 Wahee 0.51 0.51 Hybrid Bermudagrass Hay 5.0 Tons 3/1-9/30 211 0 0 Irrig. 211 117.06 0.00 60.05 0.00
Odom 7 SS Wahee 0.51 0.51 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 14.23 0.00
Odom 7 S5 Wahee 0.51 0.51 Hybrid Bermudagrass Hay 5.0 Tons 3/1-9/30 211 0 0 Irrig. 211 117.06 0.00 60.05 0.00
Odom 8 S5 Wagram 0.43 0.43 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 11.87 0.00
Odom 8 SS Wagram 0.43 0.43 Hybrid Bermudagrass Hay 5.5 Tons 1 3/1-9/30 1 269 0 1 0 1 Irrig. 1 269 149.24 0.00 63.87 0.00
228399 Database Version 4.1 Date Printed: 1 1/23/2021 WUT Page 1 of 2

Waste Utili�u.:on Table ear 1
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid Manur
PA Fert. (Ibs/A PA Manureh Manure Manure Applied
Nutrient Nutrient NutrienO pplied Applied Applied (Field)
Req'd Applied pplied (acre) (acre) (Field)
(Ibs/A) (Ibs/A) (Ibs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
Total Applied, 1000 gallons 579.30
Total Produced, 1000 gallons 496.60
Balance, 1000 gallons -82.70
Total Applied,tons 0.00
Total Produced,tons 0.00
Balance.tons 0.00
Notes: 1. In the tract column, —symbol means leased,otherwise,owned. 2. Symbol * means user entered data.
228399 Database Version 4.1 Date Printed: 1 1/23/2021 WUT Page 2 of 2

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
Application Rate Application Amount
Tract Field Soil Series (inches/hour) (inches)
Odom 1 Wahee 0.35 1.0
Odom 2 Wagram 0.60 1.0
Odom 3 Wahee 0.35 1.0
Odom 4 Wahee 0.35 1.0
Odom 5 Wagram 0.60 1.0
Odom 6 Wahee 0.35 1.0
Odom 7 Wahee 0.35 1.0
Odom 8 Wagram 0.60 1.0
228399 Database Version 4.1 Date Printed 1 1/23/2021 IAF Page I of 1
NOTE: Symbol * means user entered data.

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the 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 most 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 be taken 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
Maximum Maximum Sludge
Crop PA-N Rate Application Rate Minimum Acres Minimum Acres Minimum Acres
Ib/ac 1000 gal/ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Nursery Lagoon Sludge- Standard
Corn 120 bu 150 14.69 5.93 11.86 17.79
Hay 6 ton R.Y.E. 300 29.38 2.96 5.93 8.89
Soybean 40 bu I60 15.67 5.56 11.12 16.68
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228399 Database Version 4.1 Date Printed: 11-23-2021 Sludge Page I of I

The Available Waste Storage Capacity table provides an estimate of the 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. If the 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.
If available 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 i
Source Name I Swine Nursery Lagoon Liquid Design Storage Capacity(Days)
Start Date 9/1 180
Plan Year Month Available Storage Capacity(Days)
1 1 77
1 2 64
1 3 79
1 4 101
1 5 122
1 6 162
1 7 180
1 8 180
1 9 180
1 10 160
1 11 145
1 12 125
* Available Storage Capacity is calculated as of the end of each month.
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228399 Database Version 4.1 Date Printed: 11-23-2021 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 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 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 Carolina" for guidance).
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228399 Database Version 4.1 Date Printed: 11/2'V2021 Specification Paae 1

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.
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228399 Database Version 4.1 Date Printed: 11/23/2021 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.
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228399 Database Version 4.1 Date Printed: 11/23/2021 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.
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228399 Database Version 4.1 Date Printed: 1 1/23/2021 Specification Page 4

Crop Notes
The following crop note applies to field(s): 1, 3, 4, 6, 7
Bermudagrass Coastal Plain, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1"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 1' 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
Ib/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 infonnation or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): 2, 5, 8
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 I' 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
Ib/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 infonnation or consult your regional agronomist or
extension agent for assistance.
-------- --------- --- - --------- - - -- ------ -- ------- -- ---- - --- - -
228399 Database Version 4.1 Date Printed: 11-23-2021 CropNote Page I of 2

Tile following crop note applies to field(s): 1, 3, 4, 6, 7
Small Grain: CP, Mineral Soil, low-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, 5, 8
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.
-- ------ - ------------ ----- - -- --- - ---- - ---- - - - - - - -- -- -
228399 Database Version 4.1 Date Printed: 11-23-2021 Crop Note Page 2 of 2

Soil Map—Biaden County,North Carolina f 3:
722640 722690 722740 722790 722840 722890 722M 722M 723040 723090 M140
34"4'5°N 34"46•Y N
•
0
Waming:Soil Map may not be valid at this scale.
34°47 5WV N N 34"47 SW N
722640 722690 722740 7zz790 722840 7228M 722940 722990 y y 723040 723090 723140
3
Map Scale:1:2,350IF printed on A landscape(11"x 8.5")sheet meters 5 fx n S - 210 11 3•�{.4
N 0 30 60 120 ISO 1
5-q ins�2 Vf - 2. 5, 8
0 100 200 400 600
Map projection:Web Mercator Comer coordinates:WGS84 Edge tics:U3M Zone 17N WG584
t1SDA Natural Resources Web Soil Survey 12/14/2016
i� Conservation Service National Cooperative Soil Survey Page 1 of 3

Soil Map—Bladen County,North Carolina
MAP LEGEND MAP INFORMATION
Area of Interest(AOI) Spoil Area The soil surveys that comprise your AOI were mapped at 1:24,000.
Area of Interest(AOI)
Stony Spot Warning:Soil Map may not be valid at this scale.
Solis Very Stony Spot
Soil Map Unit Polygons Enlargement of maps beyond the scale of mapping can cause
wet Spot misunderstanding of the detail of mapping and accuracy of soil line
Soil Map Unit Lines placement.The maps do not show the small areas of contrasting
Soil Map Unit Points Other soils that could have been shown at a more detailed scale.
s� Special Line Features
Special Point Features Please rely on the bar scale on each map sheet for map
UO Blowout Water Features measurements.
_ Streams and Canals
Borrow Pit Source of Map: Natural Resources Conservation Service
Transportation Web Soil Survey URL: hftp://websoilsurvey.nres.usda.gov
Clay Spot e-a-a Rails Coordinate System: Web Mercator(EPSG:3857)
0 Closed Depression Interstate Highways Maps from the Web Soil Survey are based on the Web Mercator
Gravel Pit US Routes projection,which preserves direction and shape but distorts
Gravely Spot distance and area.A projection that preserves area,such as the
Major Roads Albers equal-area conic projection,should be used if more accurate
Landfill Local Roads calculations of distance or area are required.
Lava Flow Background This product is generated from the USDA-NRCS certified data as of
the version date(s)listed below.
I� Marsh or swamp Aerial Photography
Soil Survey Area: Bladen County,North Carolina
Mine or Quarry Survey Area Data: Version 19,Sep 19,2016
Miscellaneous water Soil map units are labeled(as space allows)for map scales 1:50,000
Q Perennial Water or larger.
�g Rock Outcrop Date(s)aerial images were photographed: Mar 7,2010—Apr 3,
2011
Saline Spot
Sandy Spot The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
4g� Severely Eroded Spot imagery displayed on these maps.As a result,some minor shifting
Sinkhole of map unit boundaries may be evident.
Jg Slide or Slip
oa Sodic Spot
USDA Natural Resources Web Soil Survey 12/14/2016
Iiiii" Conservation Service National Cooperative Soil Survey Page 2 of 3

Soil Map—Bladen County,North Carolina
Map Unit Legend
Bladen County,North Carolina(NC017)
NIBP Unit Symbol Map Unit Name Acres In A61 Percent of AQl
DgA Dogue sandy loam,0 to 3 1.7 7.2%
percent slopes
Fo Foreston loamy sand 0.1 0.3%
GbA Goldsboro sandy loam,0 to 3 0.2 0.7%
percent slopes
Gh Grantham very fine sandy loam 1.8 7.6%
LeA Leon sand,0 to 3 percent 4.1 17.1%
slopes
Na Nahunta very fine sandy loam 0.0 0.0%
Ro Roanoke loam 5.8 24.2%
WaB Wagram fine sand,0 to 6 1.5 6.4%
percent slopes
We Wahee loam 8.2 34.1%
Wo Woodington loamy sand 0.6 2.4%
Totals for Area of Interest 24.2 100.0%
usDA Natural Resources Web Soil Survey 12/14/2016
Conservation Service National Cooperative Soil Survey Page 3 of 3

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Sheet 1 s
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IRRIGATION SYSTEM DESIGN PARAMETERS
o
Landowner/Operator Name: William Odu, Jr. County: $laden
Address: 3144 Jack Richardson R $S
Elizabethtown, NC 2833 ��- Date: 7/26/00 w
Telephone: [phone]
Table 1 •Field Specifications AUG r °
�o
Approximate ram~ Maximum
Maximum Maximum Application
Useable Size Application per Irrigation
Field of Field Rate Cycle
Number acres Soil Type Sloe% Crop(s) (In/hr inches Comments
ea BErudamai1 3.73 6 v Solidest=8
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Sheet3
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TABLE 3-Solid Set Irrigation Gun Settings
o
Make, Model and Type of Equipment
Operating Parameters
Field No Wetted Hydrant Spacing(flt) Application Nozzle Operating Operating
and Number of Diameter Along Between Rate Diameter Pressure Time
Set No. Hydrants feet Pipelines Pipelines Whr inches at Gun sl at H dram hr. Comments-Acres per zone
F1,S1 1 240 140 140 0.3 0.857 50 1.67 0.513
F 1,S2 1 240 0.39 1.28 0.392 tO
F1,S3 1 240 0.3 1.67 0.513OD
F1,S4 1 240 0.3 1.67 0.476
F1,S5 1 240 0.4 1.25 0.385
F1,S6 1 240 0.3 1.67 0.513
F1,S7 1 240
F1,S8 1 240 0.36 1.39 0.428
TOTAL ACRES 3.73
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10/23/00 09:23 FAX [phone] RAINW IRRIG 1009
Sheet?
C CULATIONS
I I
snrinkle[SDecificaYion.
' I
Sprinkler Type:j Nelson 100 Part Circl Gun '
Nozzle Size:I 0-857 inches II
S rinkter Pressure: 54 psi 11I 1
Flowrate(GPM): 115 gpm 1
Wetted Diameter- 240 feet I
Desired Spacing(a/o):' 60 % I ;
Design Spacing(feet):I 144 *PVC irrigation pipe normally comes in 20' ieCas,
I iso round ' the nearest multiple of 20. I
Actual Spacing(feet): 140 feet
Actual Spacing(°/6): 56 %
Aonlication Rate I j
Application Rate=(96.3xFlowrate)/(3.1415x .9xradius)spuared) I
I
Design App.Rate= 0.30 in/hr
I I
Run Tirne per Set 1
I I I
Run time per set=Desired application/Design application rate=hours
I I
Desired app. (in-)= 0.5 inches
I i
Run time per set= 1.65 hours
. I I
Mainline Veladly
Velocity=.408 x Flowrate!pipe diameter sq ared Ifeet/sec_"
"`For hurled pipelines,velocity should be bet w 5 feet per second
I I
Pipe size: 41 inches
#Sprinklers Oper.:j 1 I
Velocity=1 2.93 1 ft/sec_ i
Maximum 1-2teral Line Entrance Velocity
I
I
Pipe size: 41inches I
#Sprinklers Oper.: 1
Velocity= 2.9325 t'tlsec.
Pagel

10/23/00 09:23 FAX [phone] RAINXAkN IRRIG 10
Sheet7
Maximum Mainilne Friction Loss
I
Lateral Used: 3 'Hydrant
Total distance:; 690 feet
I
Friction Loss is figured using Hazen/W11111em's Equation
Friction Loss= 0.75 feet/100 f t I
Max.Mainline Loss= 5.2 feet or 2.2 psi
I
M xi urn Lteral Line Loss
4—
Lateral line friction loss is determined using toe assumption that 3/4 of the Friction Loss
occurs in the first 113 of the lateral tine
Total Lateral Length: feet 'NA,all considered mainline
#sprinklers on Lat.:
Frict,Loss at 1/3 let.l #VALUE! feet I I #VALUE!
Max. Lateral Loss: #VALUEI lfeet or #VALUE! psi !
i I I
Total gamic Head I
i
Sprinkler Pressure: 501 psi
i Lateral Line Loss: 0.00 psi
Elevation head: Q psi `
Mainline loss:l 2. psi
Suction head and lift: 2 psi
5%fitting loss: 2. psi
I TOTA DH)= 57 psi or 132.0 feet
.Hg=pwmer Required
I �
Horsepower=Flowrate x TDH(feet)/3950/ ump effeciency
Pump Description:1 Berkeley B1.5TPM
Pump Efficiency: 73.5 % I
Horsepower Req'd: 5.2 Hp
I
Page 2

10/23/00 09:23 FAX [phone] RAINW IRRIG [J11
r
Sheet?
Thrust Bloddlag
I I
Thrust Block Area=Thrust I Soil Bearing Strength I
I
Thrust:; 1200 feet
Soil Bearing Stren :I 1200 feet
I
End Cap: 1.0 ft2
90 degree elbow: 1.4 ft2
Tee: 0.7 ft2
45 degree elbow: 0.8 ft2
I
Pipe PressUm Rana Check
' ! I
Pressure Rating of Pipe to be Used, 160 psi
Max. Pressure on system when runningi 57.2 psi
70%of Pressure Rating 1121 si
I
If Max-Pressure on system is IeO than 70%of Pressure Rating,OK
I I '
Net Positiye Suction Head Check
i
NPSHA_ 14 I i
I I I
NPSHR: 11 'from pump curve
If NPSHA>NPSHR, OK
Page 3

10/23/00 09:23 FAX [phone] RAINMAN IRRIG Q 06
Sheet4
TABLE 4-Irrigation System Specifications
Traveling Solid Set
Irrioation Gun Irrigation
Flow Rate of S rinkser m 115
Operating Pressure at Pump(psi) 57.2
Design Precfpftation Rate inlhr 0.30
Hose Len feet XXXX)O=
Type of Speed Compensation xxxxx xx
Pump Type tPTO,Engine, Electric Electric
Pump Power Requirement h 5.2
TABLE 5-Thrust Block Specifications
THRUST BLOCK
LOCATION AREA (sq.ft.
90 degree bend 1.41
Dead End 1.00
Tee 0.70
Gate Valve 1.00
45 degree bend 0.76
Pagel

10/23/00 09.23 FAX [phone] RAINHAN IRRIG 07
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Sheet6
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Narrative of Irrigation System Operation w
0
This system Is designed as a big gun solid set system. The gun used may be set for any degree angle
needed. On sets 2,5,and 8,the grower should adjust the arc setting as shown In this design. Run time m
will be effected by this arc change, therefore,the parameters for run time shown in this design should be followed.
The Nelson 100 gun to be used may be either rigidly mounted to the riser top via a 2"cam loc fitting and 4x4
wooden support,or may be fixed to a gun cart and attached to the riser with a flexible hose. The
gun should be moved to a different riser after each set.
For winterization, the pump suction and discharge should be removed and drained. Also, the gun assembley
should be removed and drained. m
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Operator: _____________________________=WILLIAM ODUM Jr.
County.== ===============-=======-=======BLADEN
08/27/96
`ist.to nearest residence (other than owner): ft.
sows (farrow to finish):=== ________========>
sows farrow to feeder): eder):=== _______=________>
head finishing only):====_
sows (farrow to wean):===__
head (wean to feeder):===_= 2600
Ave. Live Weight for other operations(lbs.)=>
Storage volume for sludge accum. (cu. ft.):=>
Treatment Volume (min. 1 cu. ft./lb.)=======> 1.0
25 Year — 24 Hour Rainfall (in.)============> 7.5
Rainfall in excess of evaporation (in.)=====> 7.0
Will lagoon be designed as as irregular shape? (Y/N) Y
Drainage area of buildings & lots (sq. ft.)=>
Volume of wash water (gallons/day)====______>
Temporary storage period (days)_____________> 180
Freeboard (ft.):________________________• 1.0
Side slopes (inside lagoon):________________> 3.0 : 1
Inside top length (ft.):____________________> 155.0
Inside top width (ft.):_____________________, 155.0
Top of dike elevation (ft.):________________> 102.2
Bottom of lagoon elevation ft):==_________> 92.2
Seasonal high water table(SHWT) elev.ft):=> 98.3
Total required volume:_____ ______= 126078 cu. ft. **TOTAL VOL O.K.**
Actual design volume:====__ ______= 136143 cu. ft. 107.98%
Stop pumping el.(> or = to 98.3 ft.SHWT)> 98.4
(> or = to 98.2 ft.Min.)
:squired minimum treatment volume: 78000 cu. ft. **TRMT. VOL O.K.**
volume at stop pumping elevation: 80726 cu. ft. 103.49%
Start pumping elev..=========-=--____ ____ 100.4
Volume at start pumping elevation: 118948 cu. ft.
Actual volume less 25yr-24hr rain: 121127 cu. ft.
NOTE: Verify that temp. storage is adequate:
Req. volume to be pumped:====> 33063 cu. ft. **TEMP. VOL O.K.**
Actual volume to be pumped:_=> 38222 cu. ft. 115.61%
25 Yr. Storm Storage: Required = 15016 cu. ft. **STORM STOR. O.K.**
Actual = 17195 cu. ft. 114.51%
Storm Storage:
Top = 101.15 (Top of dike — Freeboard)
Bottom = 100.35 (Start Pump)
Storm Storage Volume by Prismoidal Method
Dims: >> Length Width
Top: 149.00 149.00 Area at top = 22201 cu. ft.
Wdsection: 146.60 146.60 Area at midsection = 21492 cu. ft.
Bottom: 144.20 144.20 Area at bottom = 20794 cu. ft.
Volume = 17195 cu. ft. I

Operator: WILLIAM ODUM, Jr. County: BLADEN Date: 08/27/96
Distance to nearest residence (other than owner): 0.0 feet
.. AVERAGE LIVE WEIGHT (ALW)
0 sows farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs;
head finishing only) x 135 lbs. = 0 lbs
0 sows farrow to wean x 433 lbs. = 0 lbs
2600 head wean to feeder) x 30 lbs. = 78,000 Ibs
Describe other : 0 lbs
Total Average Live Weight = 78,000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 78,000 lbs. ALW x Treatment Volume(CF)/Ib. ALW
Treatment Volume(CF)/Ib. ALW = 1 CF/lb. ALW
Volume = 78,000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 155.0
Inside top width (feet)--------------------- 155.0
Top of dike.elevation (feet)---------- —————— 102.2
Bottom of lagoon elevation (feet)———————————— 92.2
Freeboard (feet)------------------------ 1.0
Side slopes (inside lagoon)-=----------------- 3.0 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 149.0 149.0 9.0
AREA OF TOP
LENGTH * WIDTH =
149.0 149.0 22,201 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
95.0 95.0 9,025 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
122-0 122.0 59,536 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
22,201 59,536 9,025 1.5
Total Designed Volume Available 136143 Cubic Feet

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
155.0 155.0 24,025 square feet
Buildings (roof and lotwater)
square feet Describe this area.
TOTAL DA 24,025 square feet
Design temporary storage period to be 180 days
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW
Volume = 78000 lbs. ALW/ 135 lbs. ALW* 1.37 gal/day* 180 days
Volume = 142480 gals. or 19048 cubic feet
5B. Volume of wash water
This is the amount of freshwater used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0 gallons /day * 0 days storage/ 7.48 gallons per CF
Volume = 0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use-period of time when rainfall exceeds evaporation by largest amount.
0 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA/ 12 inches per foot
Volume = 14,015 cubic feet
5D. Volume of 25 year — 24 hour storm
Volume = 7.5 inches/ 12 inches per foot* DA
Volume = 15,016 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 19,048 cubic feet
5B. 0 cubic feet
5C. 14,015 cubic feet
' 5D. 15,016 cubic feet
TOTAL 48,078 cubic feet

6. SUMMARY
Temporary storage period=================== 180 days
Rainfall in excess of evaporation===========> 7.0 inches
25 year — 24 hour rainfall==================> 7.5 inches
Freeboard====== 1.0 feet
Side slopes__________________________ 3.0 : 1
Inside top length_______________________- 155.0-feet
Inside top width________________________ 155.0 feet
Top of dike elevation=====================: 1022 feet
Bottom of lagoon elevation================== 92.2 feet
Total required volume===================== 126,078 cu. ft.
Actual design volume===================== 136,143 cu. ft.
Seasonal high watertable elevation (SHWT)===> 98.3 feet
Stop pumping eIev.====================== 98.4 feet
Must be > or = to the SHWT elev.==========>' 98.3 feet
Must be > or = to min. req. treatment el.=> 98.2 feet
Required minimum treatment volume= > 78,000 cu. ft.
Volume at stop pumping elevation=== > 80,726 cu. ft.
Start pumping elev.========———————————— 100.4 feet
Must be at bottom of freeboard & 25 yr. rainfall 21,127 cu. ft.
Actual volume less 25 yr.— 24 hr. rainfall==>
Volume at start pumping elevation= > 118,948 cu. ft.
Required volume to be pumped______________ 33,063 cu. ft.
Actual volume planned to be pumped====------------> 38,222 cu. ft.
Min. thickness of soil liner when required==> feet 1.5 5 fee,
DESIGNED BY: APPROVED BY:
�'t
DATE: DATE: CAR01
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN Al L
3973
COMMENTS: -Lagoon has been designed as an irregular shape.
Length and width used in the spreadsheet represent equivalent SA� %%%%
surface area to actual design to fully account for rainfall capture.

PROJECT: WILUAM ODUM,Jr. (FILE ST-VL-CKWK3)
AEP NO.: SHEET: 1
DESIGNED BY: RPB DATE: 08/27/96
CHECKED BY: JES DATE:
LOCAMON/DESCRIPTION:
STAGE - AREA - VOLUME MODEL.
ELEVATION AREA INCR. VOL. CUMUL. VOL.
92.2 0 9,179
93.0 0 10,186 81230 8,230
94.0 0 11,438 101812 19,042
95.0 0 12,762 12,100 31,142
96.0 0 14,159 13,461 44,603
97.0 0 15,628 14,894 59,496
98.0 0 17,170 161399 75,895
99.0 0 18,784 17,977 93,872
100.0 0 20,471 19,628 113,500
101.0 . 0 22,230 21,351 134,850
1020 0 24,061 23,146 157,996
1022 0 24,342 `; 3,630 161,626
END PUMP = = = = >1 98.35 1 FT 82,187 CU FT 82,187 CF
(14011, START PUMP = = = > 100.35 1 FT 120,972 CU FT 38,785 CF
FREEBOARD = _ _ > 101.15 FT 138,322 CU FT 1 17,350 CF

GROWER: WILLIAM ODUM JR.
DESIGNED BY: DSE
,ADDRESS: 3144 JACK RICHARDSON RD CHECKED BY: JNT
ELIZABETHTOWN, NC 28337 DATE: 02/20/97
COUNTY: BLADEN SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment (permanent storage) and 180 days of
temporary storage. The time required for the planned fluid level (permanent and
temporary storage) to be reached may vary due to site conditions, weather, flushing
operations, and the amount of fresh water added to the system.
The designed temporary storage consists of 180 days of temporary storage for:
(1) manure production of animals, (2) excess fresh water storage, (3) rainfall in
excess of evaporation, (4) storage for the 25 year/24 hour storm for the location,
(5) and, if applicable, an additional "heavy rain" storage volume for chronic rainfall
events. Allocation for any additional fresh water usage is also included in the
temporary storage. The volume of waste generated from a given number of animals
will be fairly constant throughout the year, but excess rainfall will vary from year to year.
The 25 year rainfall will not be a factor to consider in an annual pumping cycle, but
this storage volume must always be available.
A staff gauge must be installed in the lagoon that indicates the start pumping and stop
pumping levels. The start pumping level is the maxium liquid level under normal operating
conditions. The stop pumping level is the minimum liquid level under normal
operation to maintain required treatment volume and depth. Pumping can be started
and stopped anywhere between these two elevations for operating convenience as site
conditions permit, such as weather, soils, crop, and equipment in order to apply waste
without runoff or leaching. However, it is recommended that the lagoon be kept
pumped down as much as possible.
Land application of wastewater is recognized as an acceptable method of disposal.
Methods of application include solid set, center pivot, guns, and traveling guns. Care
should be taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is required that the treatment lagoon be precharged to one—half the treatent volume
or as otherwise specified on the lagoon design drawings before wastes are introduced.
The purpose is to prevent excessive odors during start—up. Precharging reduces the
concentration of the initial waste entering the lagoon thereby reducing odors. Solids should
be covered with effluent at all times. When precharging is complete, flush buildings with
recycled lagoon liquid. Fresh water should not be used for flushing after initial filling.
2. The attached Waste Utilization Plan shall be followed. The plan recommends,
sampling and testing of waste before land application.'
Murphy Family Farms Engineering P.O. Box 759,Rose Hill NC 28458 [phone]

wGROWER: WILLIAM ODUM JR. DESIGNED BY: DSE
ADDRESS: 3144 JACK RICHARDSON RD CHECKED BY: JNT
ELIZABETHTOWN, NC 28337 DATE: 02/20/97
COUNTY: BLADEN SHEET 2 OF 2
3. Begin temporary storage pump—out of the lagoon when the fluid level reaches the
elevation 101.20 as marked by the staff gauge. Stop pump—out when the fluid level
reaches elevation 99.50. This temporary storage, less 25 year /24 hour storm,
contains 33998 cubic feet or 254306 gallons:
4. The recommended maximum amount to apply per irrigation is one (1) inch and the
recommended maximum application rate is 0.3 inches per hour. Refer to the waste
utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the lagoon mowed
annually. Vegetation should be fertilized as needed to maintain a vigorous stand.
6. Repair any eroded or damaged areas and establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around waste utilization
fields adjacent to perennial streams. Waste will not be applied in open ditches.
Do not pump within 200 feet of a residence or within 100 feet of a well. Waste shall
be applied in a manner such that waste will not reach other property and public
rights—of—way.
9. The Clean Water Act of 1977 prohibits the discharge of pollutants into waters
of the United States. Waste shall not be discharged into surface waters, drainageways,
or wetlands by either discharge or by over—spraying. The Department of Environment,
Health, and Natural Resources, Division of Environmental Management,
has the responsibility for enforcing this law.
e
Murphy Family Farms Engineering P.O. Box 759,Rose Hill NC 28458 [phone]

0
GROWER: WILLIAM ODUM JR. DESIGNED BY: DSE
ADDRESS: 3144 JACK RICHARDSON RD CHECKED BY: JNT
ELIZABETHTOWN, NC 28337 DATE: 02/20/97
COUNTY: BLADEN SHEET 1 OF 2
Emergency Action Plan
Using this outline as guidance, you should develop a specific emergency action plan for your
waste handling system.. This plan will be implemented in the event that wastes from your
operation are leaking, overflowing, or running off the site. You should NOT wait until wastes
reach surface water 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 available to all
employees at the facility, as accidents, leaks, and breaks could happen at any time. Your
plan should follow this format:
1. Stop the release of wastes. Depending on the situation, this may or may not be
possible. Suggested responses to problems are listed below:
A. Lagoon overflow—possible solutions are:
add soil to berm to temporarily increase elevation of dam—any permanent
alteration of the dam should be approved by a qualified professional engineer
or qualified technical specialist
pump wastes to field at an acceptable rate
stop all additional flow to the lagoon (waters)--hold waste in house if possible
call a pumping contractor
make sure no surface water is entering lagoon
NOTE: The above listed activities should be started when your lagoon level has exceeded
the temporary storage level.
B. Runoff from waste application field—actions include:
immediately stop waste application
create a temporary diversion or berm to contain the waste on the field
incorporate waste to reduce further runoff
C. Leakage from the waste distribution system:
pipes and sprinklers—actions include:
— stop recycle (flushing system) pump
— stop irrigation pump
— close valves to eliminate further discharge
— separate pipes to create an air gap and stop flow
flush system, houses, solids separators—actions include:
— stop recycle (flushing system) pump
— stop irrigation pump
— make sure no siphon effect has been created
— separate pipes to create an air gap and stop flow
D. Leakage from base or sidewall of lagoon. Often these are seepage as oppose to
flowing leaks—possible action*:
dig a small well or ditch to catch all seepage,put in a submersible
pump, and pump back into lagoon
if holes are caused by burrowing animals, trap or remove animals and
l fill holes and compact with a clayey soil —
other holes may be likewise temporarily lu ed with clay soil
Murphy Family Farms Engineerng P.O. Box 759, Rose Hill NC 28458 [phone]

CiROWER: WILLIAM ODUM,JR. DESIGNED BY: DSE
ADDRESS: 3144 JACK RICHARDSON RD CHECKED BY: JNT
ELIZABETHTOWN, NC 28337 DATE: 02/20/97
COUNTY: BLADEN SHEET 1 OF 2
Emergency Action Plan
Using this outline as guidance, you should develop a specific emergency action plan for your
waste handling system.. This plan will be implemented in the event that wastes from your
operation are leaking, overflowing, or running off the site. You should NOT wait until wastes
reach surface water 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 available to all
employees at the facility, as accidents, leaks, and breaks could happen at any time. Your
plan should follow this format:
1. Stop the release of wastes. Depending on the situation, this may or may not be
possible. Suggested responses to problems are listed below:
A. Lagoon overflow—possible solutions are:
add soil to berm to temporarily increase elevation of dam—any permanent
alteration of the dam should be approved by a qualified professional engineer
or qualified technical specialist
pump wastes to field at an acceptable rate
stop all additional flow to the lagoon (waters)--hold waste in house if possible
call a pumping contractor
make sure no surface water is entering lagoon
NOTE: The above listed activities should be started when your lagoon level has exceeded
the temporary storage level.
B. Runoff from waste application field—actions include:
immediately stop waste application
create a temporary diversion or berm to contain the waste on the field
incorporate waste to reduce further runoff
C. Leakage from the waste distribution system:
pipes and sprinklers—actions include:
— stop recycle (flushing system) pump
— stop irrigation pump
— close valves to eliminate further discharge
— separate pipes to create an air gap and stop flow
flush system, houses, solids separators—actions include:
— stop recycle (flushing system) pump
— stop irrigation pump
— make sure no siphon effect has been created
— separate pipes to create an air gap and stop flow
D. Leakage from base or sidewall of lagoon. Often these are seepage as opposed to
flowing leaks—possible action*:
dig a small well or ditch to catch all seepage put in a submersible
pump, and pump back into lagoon
if holes are caused by burrowing animals, trap or remove animals and
fill holes and compact with a clayey soil
other holes may be likewise temporarily lu ed with clay soil
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

GROWER: WILLIAM ODUM,JR. DESIGNED BY: DSE
ADDRESS: 3144 JACK RICHARDSON RD CHECKED BY: JNT
ELIZABETHTOWN, NC 28337 DATE: 02/20/97
COUNTY: BLADEN SHEET 2 OF 2
*Lagoon problems require the consultation of an individual experienced in the
design and construction of lagoons for permanent repair measures.
2. Assess the extent of the spill and note any obvious damages.
A. Did the waste reach any surface water?
B. Approximately how much was released and for what duration?
C. Any damage noted, such as employee injury, fish kills, or property damage?
3. Contact appropriate agencies.
A. During normal business hours, call your DWQ regional office, at 919-486-1541
after hours, emergency number: 910-733-3942. Your phone call should
include: your name, facility, telephone number, the details of incident from
item 2 above, the exact location of the facility, and the location or direction
of movement of the spill, weather and wind conditions, what corrective
measures have been undertaken, and the seriousness of the situation.
B. If spill leaves, or is likely to leave, property or enters surface waters, call
local emergency management service (EMS) at 910-862-6760.
C. Instruct EMS to contact local Health Department.
D. Contact local Soil and Water Conservation District Natural Resources Conservation
Service office at 910-862-6936 for advice/technical assistance. The
Extension Service can be reached 910-862-4591 for advice/technical assistance.
E. Contact Murphy Family Farms Land and Nutrient Management Department at 910—
289-2111 for advice/technical assistance.
4. 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.
BLADEN COUNTY COOPERATIVE EXTENSION SERVICE
PO BOX 248, ELIZABETHTOWN, NC 28337
910-862-4591
BLADEN COUNTY SOIL AND WATER CONSERVATION DISTRICT
ROOM 122 AGRICULTURAL SERVICE CENTER
ICE PLANT RD, ELIZABETHTOWN, NC 28337 — 9409
910-862-6936
BLADEN COUNTY EMERGENCY MANAGEMENT SYSTEM
PO BOX 1635, ELIZABETHTOWN, NC 28337
910-862-6760
DIVISION OF WATER QUALITY
WACHOVIA BUILDING SUITE 714
FAYETTEILLE, NC 28301-5043
919-486-1541
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 284W (910)289-21 i 1

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness, when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS _SPECIFICATION. __ The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.5 ft.
------ -------------------------------------------------
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over-
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL,SC,CH) .
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will ribbon out a minimum of one inch between the thumb
and index finger. Water shall be added to borrow as necessary to
insure proper moisture content during placement of the liner.
moisture content of the liner material shall not be less than optimum
water content during placement. The maximum water content relates
to the soil material being too wet for efficient use of hauling equipme
and proper compaction. Proper compaction of the liner includes
placement in 9 inch lifts and compacted to at least 95 percent of the
maximum ASTM D698 Dry Unit. Weight of the liner material. When
smooth or hard, the previous lift shall be scarified and moistened as
needed before placement of the next lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final dimensions of
cutoff trench shall be determined by observation of the foundation
materials during construction.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
-------------------------------
When tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 2 . 0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
120. 0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
60. 0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
120. 0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
16. 0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
20. 0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
80. 0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
2000. 0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
4. 0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
200. 0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

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BORING/ SAMPLING METHOD: SIGNATURE:

Janet's Farm AWS090201
System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates change
over time as equipment gets older and components wear. In particular, pump wear
tends to reduce operating pressure and flow. With continued use, nozzle wear results in
an increase in the nozzle opening which will increase the discharge rate while
decreasing the wetted diameter.
You should be aware that operating the system differently than assumed in the design
will alter the application rate, diameter of coverage, and subsequently the application
uniformity. For example, operating the system with excessive pressure results in smaller
droplets, greater potential for drift, and accelerates wear of the sprinkler nozzle.
Clogging of nozzles can result in pressure increase. Plugged intakes or crystallization of
mainlines will reduce operating pressure. Operating below design pressure greatly
reduces the coverage diameter and application uniformity.
For the above reason, you should calibrate your equipment on a regular basis to ensure
proper application rates and uniformity. Calibration at least once every three years is
recommended. Calibration involves collecting and measuring flow at several locations in
the application area. Any number of containers can be used to collect flow and
determine the application rate. Rain gauges work best because they already have a
graduated scale from which to read the application amount without having to perform
additional calculations. However, pans, plastic buckets, jars, or anything with a uniform
opening and cross-section can be used provided the liquid collected can be easily
transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly throughout
the application area at several distances from sprinklers. For traveling guns, sprinklers
should be located along a transect perpendicular to the direction of pull. Set out
collection containers 25 feet apart along the transect on both sides of the gun cart. You
should compute the average application rate for all nonuniformity of the application. On
a windless day, variation between containers of more than 30 percent is cause for
concern. You should contact your irrigation dealer or technical specialist for assistance.
Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual
1

Janet's Farm AWS090201
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
2

Janet's Farm AWS090201
Lagoon surface -- look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment -- look for:
1. settlement, cracking, or"jug" holes
2. side slope stability-- slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack or vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon
dam. A good stand of vegetation will reduce the potential damage caused by wave
action. If wave action causes serious damage to a lagoon sidewall, baffles in the lagoon
may be used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon
has any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is a
threat of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps -- check for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need of repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that
you are not completely "surprised" by equipment failure. You should perform your
pumping system maintenance at a time when your lagoon is at its low level. This will
allow some safety time should major repairs be required. Having a nearly full lagoon is
not the time to think about switching, repairing, or borrowing pumps. Probably, if your
lagoon is full, your neighbor's lagoon is full also. You should consider maintaining an
inventory of spare parts or pumps.
• Surface water diversion features are designed to carry all surface drainage
waters (such as rainfall runoff, roof drainage, gutter outlets, and parking lot
runoff) away from your lagoon and other waste treatment or storage
structures. The only water that should be coming from your lagoon is that
which comes from your flushing (washing) system pipes and the rainfall that
hits the lagoon directly. You should inspect your diversion system for the
following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height
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Janet's Farm AWS090201
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.
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Janet's Farm AWS090201
• Practice water conservation --- minimize building water usage and spillage from
leaking waterers, broken pipes and washdown through proper maintenance and
water conservation.
• Minimize feed wastage and spillage by keeping feeders adjusted. This will reduce
the amount of solids entering the lagoon.
Management:
• Maintain lagoon liquid level between the permanent storage level and the full
temporary storage level.
• Place visible markers or stakes on the lagoon bank to show the minimum liquid level
and the maximum liquid level. (Figure 2-1).
• Start irrigating at the earliest possible date in the spring based on nutrient
requirements and soil moisture so that temporary storage will be maximized for the
summer thunderstorm season. Similarly, irrigate in the late summer / early fall to
provide maximum lagoon storage for the winter.
• The lagoon liquid level should never be closer than 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:
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Janet's Farm AWS090201
• 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.
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Janet's Farm AWS090201
The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions
which could increase the concern of neighbors.
Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure.
Types of failures include leakage through the bottom or sides, overtopping, and breach
of the dam. Assuming proper design and construction, the owner has the responsibility
for ensuring structure safety. Items which may lead to lagoon failures include:
• Modification of the lagoon structure -- an example is the placement of a pipe in the
dam without proper design and construction. (Consult an expert in lagoon design
before placing any pipes in dams.)
• Lagoon liquid levels-- high levels are a safety risk.
• Failure to inspect and maintain the dam.
• Excess surface water flowing into the lagoon.
• Liner integrity -- protect from inlet pipe scouring, damage during sludge removal, or
rupture from lowering lagoon liquid level below groundwater table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large
discharge of wastewater and possible dam failure.

Janet's Farm AWS090201
EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) [phone]
EMERGENCY MANAGEMENT SERVICES (EMS) [phone]
SOIL AND WATER CONSERVATION DISTRICT (SWCD) [phone]
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) [phone]
COOPERATIVE EXTENSION SERVICE (CES) [phone]
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 flow in the house,flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks-
possible action:
a) Dig a small sump or ditch from the embankment to catch all seepage, put in a submersible
pump, and pump back to lagoon.
b) If holes are caused by burrowing animals,trap or remove animals and fill holes and
compact with a clay type soil.
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Janet's Farm AWS090201
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.
4. If none of the above works call 911 or the Sheriff's 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: Po 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.
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Janet's Farm AWS090201
INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids (VO 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(✓)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
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Janet's Farm AWS090201
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 V pertain to this operation. The landowner/ integrator agrees to
use sound judgment in applying insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been
reviewed with me.
O(Lartu'wrier 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
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Janet's Farm AWS090201
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;
( )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;
( )Underfloor ventilation for drying
Manure collection Urine ()Frequent manure removal by flush,pit
pits recharge or scrape
Partial microbial (vUnderfloor ventilation
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 (V)Correct lagoon startup procedures
Agitation ( )Minimum surface area-to-volume
ratio(✓)Minimum agitation when
pumping
( )Mechanical aeration
( )Proven biological additives
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

Janet's Farm AWS090201
Storage tank or Partial microbial ( )Bottom or midlevel loading
basin surface decomposition Mixing while ( )Tank covers
filling Agitation when emptying( )Basin surface mats of solids
( )Proven biological additives or oxidants
Settling basin Partial microbial decom- ( )Extend drainpipe outlets underneath liquid
surface position Mixing while filling level
Agitation when emptying ( )Remove settled solids regularly
Manure,slurry or Agitation when spreading ( )Soil injection of slurry/sludges
sludge spreader Volatile gas emissions ( )Wash residual manure from spreader after use
outlets ( )Proven biological additives or oxidants
Dead animals Carcass decomposition (,/)Proper disposition of carcasses
Dead animal Carcass decomposition ( )Complete covering of carcasses in burial pits
disposal pits ( )Proper location/construction of disposal pits
Incinerators Incomplete combustion ( )Secondary stack burners
Standing water improper drainage (V)Farm access road
around facilities maintenance Microbial decomposition of away from
tagtitiesmatter
_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/ 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.
(La owner Signature)
13

Janet's Farm
Swine Farm Waste Management — Odor Control Checklist Permit No.: 09 - 201
Date: 1/30/2024
INSTRUCTIONS FOR USE Owner Signature:
♦ Odor Control Checklist is required by General Statute 143-215.10C(e)(1)
♦ Check any/all the BMPs you will implement on this facility. Items checked/selected become a requirement of the CAWMP.
♦ Items in bold or pre-selected are required.
♦ Add any site-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 BMP prior to selecting for your facility.
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
FARMSTEAD
♦ Swine Production OR 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 BMPs—please describe
MORTALITY MANAGEMENT
♦ Carcass ® Dispose of mortality using method approved • Required by statute and permit
Decomposition by NCDA&CS State Veterinarian. Manage • May require third party input/approval
According to CAWMP(Mortality Management
Checklist) and permit(s).
❑ Put carcasses in refrigerated (or freezer) dead
boxes within 24 hours for short-term mortality
storage.
♦ Incomplete Incineration ❑ Use incinerators with secondary burners for • Reduce odors by complete incineration
complete combustion.
❑ Other BMPs—please describe
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Janet's Farm
Swine Farm Waste Management —Odor Control Checklist Permit No.: 09 - 201
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
HOUSE/BARN—WASTE HANDLING
♦ Flush tanks ❑ Install flush tank covers - Pit-flush systems
♦ Odorous Gases ❑ Flush pits at least 4 times per day - Pit-flush systems
♦ Partial microbial ❑ Empty pits at least once every 7 days - Pit-recharge or"pull-plug" systems
decomposition ❑ Underfloor flush with pit ventilation
♦ Agitation of wastes ❑ Install/extend fill lines to near bottom of
tanks with anti-siphon vents
❑ Install covers on outside waste collection or
junction box
❑ Install sump tank covers for lift stations
♦ Ammonia ❑ Flush/recharge with treated effluent
❑ Treat waste in pits with proven biological or - Monitor for any solids accumulation in pit
chemical additive
❑ Other BMPs—please describe
HOUSE/BARN—FLOOR AND INDOOR SURFACES
♦ Manure covered floors ❑ Scrape manure from alleys into pens daily - Will move with other manure via pits
❑■ Install fully slotted floor system
❑ Install waterers over slotted floor area
❑ Install feeders at high end of solid floors -Where applicable
♦ Odorous Gases ❑ Scrape manure buildup from floors and walls -Aids in animal cleanliness
❑ Keep floors dry -Aids in animal cleanliness
❑ Install underfloor ventilation for drying
❑ Replace bedding/scrape at frequency to - Solid floor/bedding systems
keep bedding dry
❑ Other BMPs—please describe
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Janet's Farm'
Swine Farm Waste Management— Odor Control Checklist Permit No.. 09 - 201
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
HOUSE/BARN—VENTILATION
♦ Dust ❑ Clean fans regularly—specify frequency
♦ Volatile/odorous gases ❑ Efficient air movement
❑ Install temperature and humidity sensors to
control ventilation
❑ Treat barn exhaust • Examples: biofilters,wet scrubbing,windbreaks
• May reduce ventilation rate depending on method
❑ Other BMPs—please describe
HOUSE/BARN—FEED
♦ Dust ❑ Install feed covers
♦ Adsorbed Gases ® Keep outdoor feed storage covered except 9 Required by rule 15A NCAC 02D.1802
When necessary to add/remove feed
❑ 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 of dry meal • May require third party input/approval
❑ Use feed additives • May require third party input/approval
♦ Ammonia ❑ Use feed-reduced crude protein diet • May require third party input/approval
❑ Other BMPs—please describe
HOUSE/BARN—GENERAL
♦ Dust ❑ Install temperature and humidity sensors • Maintain relative humidity at 40 to 65%
♦ Odorous Gases to control ventilation
❑ Use ultraviolet light to treat indoor air
❑ Use indoor or outdoor electrostatic space • Can be used to treat exhaust air
charge system
❑ Other BMPs—please describe
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Janet's Farm
Swine Farm Waste Management— Odor Control Checklist Permit No.: 09 - 201
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
LAGOON/WASTE STORAGE STRUCTURE
♦ Volatile Gases ® Maintain proper lagoon volume •Sufficient liquid volume/depth is required
for proper anaerobic treatment
❑ Minimize free-fall height of waste from
discharge pipe to lagoon surface
❑ Extend discharge point of pipe to below lagoon • Use caution not to scour or damage lagoon liner
liquid level
❑ Maintain proper surface area-to-volume ratio
■❑ Use correct lagoon start-up procedures
❑ Aerate for odor control
® Manage sludge levels based on annual sludge
survey as required by permit
❑ Keep spilled feed or foreign debris out of lagoon
to prevent excess sludge accumulation
❑ Install/use solids separation system
❑ Use proven biological or chemical additives • Monitor for any increase in rate of solids accumulation
❑ Use permeable lagoon covers (not a digester)
❑ Use impermeable lagoon cover or • Methane can be flared if not utilized
anaerobic digester
❑ Other BMPs—please describe
LAND APPLICATION
♦ Odorous gases ® Perform land application in accordance with
CAWMP
♦ Wind drift IN Pump intake near lagoon surface • Required by rule 15A NCAC 02D .1802
❑ Pump from second stage lagoon
❑ Follow good neighbor policy .Avoid application on known weekends,
special days,or holidays/eves if possible
❑� Operate at minimum recommended pressure
❑ Increase setbacks beyond those required by
statute, rule, or permit
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Janet's Farm
Swine Farm Waste Management— Odor Control Checklist Permit No.: 09 - 201
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
LAND APPLICATION (CONTINUED)
❑■ Apply during favorable wind conditions, • Recommend checking predicted average hourly
(especially for traveling guns or impact wind speed within 24 hours prior to
sprinklers) anticipated start
❑ When practical, apply waste on sunny days •Allows for vertical dissipation of odor
rather than cool,overcast days
❑ When possible,apply waste mid-morning to •Allows for better vertical dissipation of odor
late-afternoon
❑ For traveling guns, use taper-ring or taper-bore • Less odor and drift than ring nozzles
nozzles
❑ 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 BMPs—please describe
SLUDGE DISPOSAL
♦ Odorous gases ❑ Transport sludge in covered vehicles or tankers
❑ Apply in thin, uniform layers •Speeds drying and prevents ponding
❑ Incorporate land-applied sludge as soon as • Required within 48 hours or prior to next rain event,
practical after application, and in accordance whichever is first,for conventionally tilled
with permit. bare soils
❑ Use injection method for sludge application
❑ Dewater sludge prior to application
❑ Use alternatives to land application, such as
compost,gasification, energy generation, etc.
❑ Other BMPs—please describe
Swine AMOC Page 5 of 6 APPROVED—7/25/2019

ADDITIONAL INFORMATION AVAILABLE FROM:
Air Management Practices Assessment Tool (AMPAT) www.extension.iastate.edu/ampat/
AHG-538-A Certification Training for Animal Waste Management Systems:Type A NC Division of Water Resources
EBAE 103-83—Lagoon Design and Management for Livestock Manure Treatment and Storage www.bae.ncsu.edu
EBAE 128-88—Swine Production Facility Manure Management: Pit Recharge-Lagoon Treatment www.bae.ncsu.edu
EBAE 129-88—Swine Production Facility Manure Management: Underfloor Flush-Lagoon Treatment www.bae.ncsu.edu
EBAE Fact Sheet—Calibration of Manure and Wastewater Application Equipment www.bae.ncsu.edu
EBAE Fact Sheet—Swine Production Farm Potential Odor Sources and Remedies www.bae.ncsu.edu
NC NRCS Standard 359—Waste Treatment Lagoon www.nres.udsa.gov
NC NRCS Standard 380—Windbreak/Shelterbelt Establishment www.nres.udsa.gov
NC NRCS Standard 422—Hedgerow Planting www.nres.udsa.gov
NC NRCS Standard 442—Sprinkler System www.nres.udsa.gov
Nuisance Concerns in Animal Manure Management:Odors and Flies; PRO107 1995 Conference Proceedings Florida Cooperative Extension Service
Options for Managing Odor:A Report from the Swine Odor Task Force NC State University
Swine AMOC Page 6 of 6 APPROVED—7/25/2019

Version—November 26,2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
a Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should beat least one foot above the seasonal
high water table.Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
a A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture&Consumer Services (G.S. 106-549.70).
Any method which, in the professional opinion of the State Veterinarian, would make possible
El the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Of/Sig a ure of Farm Owner/Manager Date
/L3 01,2 Y
Signature of Technical Specialist Date

DEVICES TO AUTOMATICALLY STOP IRRIGATION EVENTS
STATE GENERAL PERMITS
The State of North Carolina has issued State General Permits for animal facilities to operate in North Carolina. These
Permits meet both State and EPA requirements and provide coverage for the following types of facilities.
• AWG 100000- Swine Facilities
• AWG200000-Cattle Facilities
• AWG300000- Poultry Facilities with a liquid waste management system
You have recently been issued a Certificate of Coverage(COC)to operate your animal facility under one of these General
Permits.
Condition II.24 of each of these Permits reads as follows:
The Permittee shall:
a. install,operate,and maintain devices on all irrigation pumps/equipment designed to automatically stop irrigation
activities during precipitation; or
b.commit to provide for the presence of the OIC,a designated backup OIC,or a person under the supervision of an
OIC or designated backup OIC at all times during the land application of waste so that in case of a precipitation
event, the irrigation activities will be stopped immediately. This commitment must be submitted in writing to the
Division on a form supplied by,or approved by,the Division.[G.S.§90A-47]
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 Permittee shall maintain such devices according to the
manufacturer's instructions and warranties. This Condition does not apply to manure spreaders or other equipment
pulled by manned vehicles.[I SA NCAC 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 stop irrigation activities during precipitation.
This condition does not apply to manure spreaders or other equipment pulled by manned vehicles.
W I will commit to provide for the presence of the Operator in Charge (01C), the designated backup OIC, or a person
under the supervision of an OIC or backup OIC at all times during the land application of waste.
"I certify under penalty of law that this document was prepared under my direction or supervision in accordance with a
system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my
inquiry of the person or persons who manage the system,or those persons directly responsible 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 fines and imprisonment for knowing
violations."
Sessom's Southern Swine, LLC (Janet's Farm) 09 - 201
Facility Name Permit Number
Jeffery Sessoms on behalf of Sessoms Southern Swine, LLC
Owner/Permittee Name and Title(type or print)
01/30/2024
Signature�,"erffl&
ittee Date
Signature of Operator in Charge(if different from Permittee) Date
Mail to: Animal Feeding Operations
1636 Mail Service Center
Raleigh,NC 27699-1636
DTASIE 1-22-2020