310435_Application_20240401

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 pen-nits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore,all applications
must be received by the Division of Water Resources by no later than April 3,2024.
Please do not leave any question unanswered. Please verify all information and make any necessary corrections below.
Application Hurst be signed and dated by the Per►nittee.
I. Certificate Of Coverage Number: AWS310435
2. Facility Name: BGH Farm-Louis Howard#2
3. Permittee's Name(same as on the Waste Management Plan): Louis O Howard
4. Permittee's Mailing Address: 715 Sarecta Rd
City: Kenansville State: NC n Zip: 28349
Telephone Number: 910-289-1658 Ext. E-mail: ��,��,cu�x✓� �C
5. Facility's Physical Address: 400 Sarecta Rd
City: Kenansville State: NC Zip: 28349
6. County where Facility is located: Du lin
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"): Murhhv-Brown LLC
10, Operator Name(OIC): Louis O.Howard Phone No.: 910-289-1658 OIC ft: 18073
11. Lessee's Name(if there is not a Lessee,write"None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Feeder to Finish 1,760
Operation Types:
Swine the Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment Lagoons,Digesters and Waste Storage Ponds(WSP): (Fill/Verify the Hollowing information.
Make all necessary corrections and provide missing data.)
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)
13GH Lagoon 1/1/1992 Full,clay 364,364.00 48,400.00 19.50
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.1OC(d), either by mailing to the address below or sending it via
email to the email address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g. irrigation, injection,etc.)
b. A map of every field used for land application(for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
c. 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 snap/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation(design,calculations,etc.) Please be sure the above table is
accurate and complete. Also provide any site evaluations,wetland determinations,or hazard classifications that may be
applicable to your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list,please include the additional components with your submittal.
(e.g. composting,digesters,solids separators,sludge drying system,waste transfers,etc.)
I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.

Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18
U.S.C. Section I001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years,or both
for a similar offense.)
Print the Name of the Permittee/Landowner/Signing Official and Sign below.(If multiple Landowners exist,all landowners
should sign. If Landowner is a corporation,signature should be by a principal executive officer of the corporation):
Name(Print): dbcyn4 Title: ©w ram__
Signatu Date:
Name(Print): Title:
Signature: Date:
Name(Print): Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO TIIE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636

I' INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids () Flush system is designed and operated
sufficiently to remove accumulated
sollds from gutters as designed.
O Remove bridging of accumulated solids at
discharge
{
Lagoons and Pits Crusted Solids {) Maintain lagoons, settling basins and
pits where past breeding is apparent to
minimize the crusting of solids to a depth
of no more then 6-8 inches over more than
30% of surface.
Excessive Vegetative Decaying vegetation Maintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage Design, operate and maintain feed systems(e.g.,
bunkers and troughs) to minimize the accumulation
f f decaying wastage.
V► Clean up spillage on a routine basis (e.g.7-10 day
interval during summer; 15.30 day interval during winter).
Feed Storage Accumulations of feed residues () Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products),
{) Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Areas Accumulations of animal wastes Eliminate low area that trap moisture along fences
and feed wastage and other locations where waste accumulates and
/end disturbance by animals is minimal.
Y) 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).
AM[C--November 11, 1996

Dry Manure Handling Accumulations of animal wastes (1 Remove spillage on a routine basis (e.g. 7-10 day
Systems 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 stripes around stockpiles and manure handling
/ areas as needed.
The issues checked (Ypertain 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. I
(Landowner Signature)
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC
^7695-7613.
AMIC--November 11, 1996

United States Sail
i
Department of Conservation
s^ Agriculture Service
OPERATOR: Boklb, ro
Please review the attached plan and specifications carefully. Retain
this plan for your use and records. It is strongly recommended that you,
your contractor, and Soil Conservation Service personnel are in agreement
as to how the waste lagoon is to be constructed. The Soil Conservation
Service personnel will meet with all concerned parties and walk over the
site to explain all flags and markings. It is important that everyone
understand what is expected so that final construction meets plans and
specification and the job can be certified' -for payment (if cost-sharing
is involved) .
The pad dimensions and grades are the best estimate. The BUILDER or
CONTRACTOR is RESPONSIBLE for final layout and design of the pads. The
Soil Conservation Service personnel will assist in a limited capacity,
as its major concern is the proper design and construction of the waste
treatment lagoon.
The actual amount of material required for pads and•dam may vary from the
estimates. The design will attempt to balance cuts and fills as close as
possible. If additional material is required after construction is complete
on the lagoon,, the -contractor and owner will negotiate on the price and
' location of borrow area. J
NOTE: Design!�Requirement: r1
u.ft. = I3µ9s' cu.yds. ,
Estimate of Excavation: cu.ft. = 9"Aro cu.yds.
Estimate of Pad b Dike: cu.ft. = 2. cu.yds.
IS:_Ltv Ration -
Job Class ILL—
Da to
Designed By L
Name
Design Approval S t
K
Name q
7- l?
Date
O Tne Sol Conservat.on Servw;e
i! an agency of the
Oeoartment of AgrKylture

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Operator:Bobby Howard County: Duplin Date: 04/07/93
Distance to nearest residence (other than owner) : 1000 feet
1. STEADY STATE LIVE WEIGHT
I
0 Sows (farrow to finish) X 1417 lbs. = 0
0 Sows (farrow to feeder) X 522 lbs. = 0 i
1760 Head (finishing only) X 135 lbs. - 237600 i
0 Sows (farrow to wean) X 433 lbs. = 0
0 Head (wean to feeder) X 30 lbs. = 0
TOTAL STEADY STATE LIVE WEIGHT (SSLW) - 237600
2 . MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 237600 lbs. SSLW X Treatment Volume CF/lb. SSLW
Treatment Volume CF/lb. SSLW= 1. 0 CF/lb. SSLW
Volume = 237600 cubic feet
3 . STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0 cubic feet
NOT CALCULATED AT OWNER'S REQUEST. OWNER WILL BE RESPONSIBLE FOR REMOVAL.
4 . TOTAL DESIGN VOLUME
Inside top: length 220 feet ; width 220 feet
Top of dike at elevation 45 . 00 feet
Freeboard 1. 0 feet Side slopes 3 . 0: 1 (inside)
Total design lagoon liquid level at elevation 44 . 00 feet
Bottom of lagoon at elevation 33 . 00 feet
Seasonal high water table elevation 40. 50 feet
Total design volume using prismoidal formula:
SS/END1 SS/END2 SS/SIDE1 SS/END2 LENGTH WIDTH DEPTH
3 . 0 3 . 0 3 . 0 3 . 0 214 . 0 214 . 0 11.00
AREA OF TOP _
LENGTH X WIDTH
214 214 45796 (Area of Top)
AREA OF BOTTOM
LENGTH X WIDTH =
148 148 21904 (Area of Bottom)
AREA OF MIDSECTION
LENGTH X WIDTH X 4
181 181 131044 (Area of Midsection X 4)
CU. FT. = (Area top+(4XArea Midsection) +Area Bottom] X Depth/6
45796 131044 21904 2
VOL. OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 364364 CU. FT.

i
5 . TEMPORARY STORAGE REQUIRED
Drainage Area:
Lagoon (top of dike)
Length X Width =
220 220 48400 Square Feet
Buildings (roof and lot water)
Length X Width =
0 0 0 Square Feet
TOTAL DA 48400 Square Feet
temporary Design storage to be 180 days.
g
A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 237600 Lbs. SSLW X CF of waste/lb/day X 180
Volume = 58164 Cubic feet
B. Volume of wash water
This is the amount of fresh water 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 X 180 days storage/7 . 48
gallons per CF
Volume = 0 Cubic feet
C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by
largest amount.
180 days excess rainfall - 7 . 0 inches
Volume = 7 . 0 Inches X DA / 12 inches per foot
Volume = 28233 . 333 Cubic feet
D. Volume of 25 year - 24 hour storm
Volume = 7 . 5 inches / 12 inches per foot X DA
Volume = 30250 Cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 58164 Cubic feet
5B. 0 Cubic feet
5C. 28233 Cubic feet
5D. 30250 Cubic feet
TOTAL 116648 Cubic feet

6 . SUMMARY
Total required volume = 354248 Cubic feet
Total design volume avail.= 364364 Cubic feet
Min. reqrd. trtmnt. vol. plus sludge accum.= 237600 Cu. Ft.
At elev. 41. 00 Ft; Vol= 238208 Cubic feet (end pumping)
Total design volume less 25yr-24hr storm = 334114 Cu. Ft.
At elev. 43 . 30 Ft; Vol= 332932 Cubic feet (start pumping)
Seasonal high water table elevation is 40. 50 Feet, which must
be lower than the elevation of top of treatment volume 41.00
DESIGNED BY: APPROVED BY:
. S�n
DATE: t{17 -cl DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
ADDITIONAL NOTES:

OPERATION AND MAINTENANCE PLAN
------------------------------
I
This lagoon is designed for waste treatment (permanent storage) with
minimum odor control. The time required for the planned fluid level
to be reached (permanent + temporary storage) may vary due to
flushing operations and the amount of fresh water to be added to the
system.
The designed 6 months temporary storage is an estimated volume
based on : 1) waste from animals; 2) excess rainfall after
evaporation; and 3) the largest 24 hour (one day) rainfall that
occurs on the average of once every 25 years. The volume of
waste generated from a given number of animals will be fairly
constant throughout the year and from year to year. This
estimate is based on 7 inches of excess rainfall which is
equal to or exceeds the highest 6 months excess in a year. i
The average annual excess rainfall is approximately 8 inches.
Therefore, an average of 8 inches of excess rainfall will
need to be pumped each 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 maximum elevation is
determined in each design to begin pumping and this is usually
the outlet invert of pipe(s) from building(s) . If the outlet
pipe is not installed on the elevation to begin pumping, a
permanent marker must be installed on this elevation to
indicate when pumping should begin. An elevation must be
established to stop pumping to maintain minimum treatment depth
(6 feet) . Pumping can be started or stopped any time between
these two elevations for operating convenience as site
conditions permit (weather, soils, crop, and equipment to apply
waste without runoff or leaching) .
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should
be taken when applying waste to prevent runoff from the field
or damage to crops.
The following items are to be carried out:
1. It is strongly recommended tha the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids
should be covered with effluent at all times. When pre-
charging is completed, 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.
This plan recommends sampling and testing of waste (see
Attachment B) before land application.

3 . Begin pump-out of the lagoon when fluid level reaches eleva-
tion 43 . 30 as marked by permanent markers. Stop pump-out
when the fluid level reaches elevation 41. 00 or before
fluid depth is less than 6 feet deep (this prevents the loss of j
favorable bacteria) . The design temporary storage, less 25 year 1'
storm is 86398 cubic feet or 646256 gallons. As stated
before, this volume will vary considerably from year to year.
4 . The recommended maximum amount to apply per irrigation is one
(1) inch and the recommended maximum application rate is 0. 4
inches per hour.
5. Keep vegetation on embankment and areas adjacent to the lagoon
mowed annually. Vegetation should be fertilized as needed to
maintain a vigorous stand. j
6 . Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7 . All surface runoff is to be diverted from the lagoon to
stable outlets.
S . Keep a minimum of 100 feet cropland buffer or 25 feet of grass
vegetated buffer around waste utilization fields, particularly adjacent
to ponds, lakes, streams, open ditches, etc. Do not pump within
300 feet of a residence or within 100 feet of a well.
9 . The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.
NOTES:

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t
1 _ 035
Nutrient Management Plan For Animal Waste Utilization
09-05-2013
This plan has been prepared for: This plan has been developed by:
.BGiH-Howard#2' " Greer Moore
Louis Howard Clear Run Farms Consulting Services
8 PO Box 338
715 Sarecta Road
Kenansville, NC 28349 Harrells, N,t,�28444
(910)385 6 56
x
Developer Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
zz"
Signa a(owner) Date
Signature(manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture -Natural Resources onservation Service or the standard of practices
adopted by the Soil and Water nservation Commission.
Plan Approved By: G��S'13
echnical Specialist Si ature Date
510455 Database Version 3.1 Date Printed: 09-05-2013 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial fertilizer is not included in this plan.
S7 Swine Feeder-Finish Lagoon Liquid waste generated 1,631,520 gals/year by a 1,760
animal Swine Finishing Lagoon Liquid operation.This production facility has waste
storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 3758
Incorporated 6454
Injected 7107
Irrigated 4085
Max. Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs)* Applied (Ibs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 4,085 4238 -153 1,692,832 -61,312
Year 2 4,085 5252 -1,167 2,097,865 -466,345
l �A
Yam" `� iiii
d �0
1.
qact—
--- ------
n Note: I source ID,S means standard source,U means u-se,r defined source.
* Max.Available PAN is calculated on the basis of the actual application method(s)identified in the plan for this source.
510455 Database Version 3.1 Date Printed: 09-05-2013 Source Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
r
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
4222 PVT A 28.00 10.00 N/A Foreston Corn,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
4222 PVT B 28.00 10.00 N/A Foreston Corn,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
4222 Subfield 6.UUI 6.00 N/A Foreston Corn,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
PLAN TOTALS: 62.00 26.00
LI Polential Leaching Technical Guidance
w potential to contribute to soluble None
<2 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).
510455 Database Version 3.1 Date Printed 9/5/2013
PCs Page 1 of I
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 -Y_
Nitrogen Cornm Res. ManW Liquid Solid Liquid Solid
PA Fert. (Ibs/A) PA ManuueA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
` L� pbs/A) (lbs/A) (ibs/A)
Source Tots] Use `- App�c. Applic. ]000
Tract Field 1D Soil Series Acres Crop RYE Period N N N Netted N gal/A Tons 1000 gals tons
4222 PVT A S7 Foreston 28.00 10.00 om,Grain 120 bu. 2/15-6/30 137 0 20 Irrig. 117 46.74 0.00 467.35 0.00
4222 PVT A S7 Foreston 28.00 10.00 eat,Grain 55 bu. 9/1-4/30 115 0 0 Irrig. 1 46 18,37 0.00 183.74 0.0
4222 PVT B S7 Foreston 28.001 10.00 m,Grain 120 bu. 2/15-6/30 137 0 20 Irrig. 117 46.74 0.00 467.35 0.00
4222 PVT B S7 Foreston 28.00 10.00 eat,Grain 55 bu. 9/1-4/30 115 0 0 Irrig. 46 18.37 0.00 183.74 0.00
4222 5ubfield S7 Foreston 6.00 6.00 Corn,Grain 120 bu. 2/15-6/30 137 0 20 Irrig. 117 46.74 0.00 280.41 0.00
4222 Subfield S7 Foreston 6.00 6.00 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Irrig. 46 18.37 0.00 110.25 0.00
Total Applied, 1000 gallons 1,692.83
Total Produced,1000 gallons 1,631.52
Balance, 1000 gallons -61.31
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.
-b- 510455 Database Version 3.1 Date Printed: 9/5/2013 WUT Page 1 of 2
10

Waste UtilL__.on Table ear 2
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (lbs/A)
Source Total Use. Applic. Applic. I000
tons
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals
4222 PVT A S7 Foreston 28,00 10.00 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Irrig. 69 27.56 0.00 275.61 0.00
4222 PVT A S7 Foreston 28.00 10.00 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 Irrig. 133 53.13 0.00 531,26 0.00
4222 PVT B S7 Foreston 28.00 10.00 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Irrig. 69 27.56 0,00 275,61 0.00
4222 PVT B S7 Foreston 2&00 10.00 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 Irrig. 133 53,13 0.00 531.26 0.0
4222 Subfield S7 Foreston 6.00 6.00 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 brig. 69 27,56 0.00 165.37 0.00
4222 Subfield S7 Foreston 6,00 6.00 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 brig. 133 53.13 0.00 318.75 0.00
Totai Applied,1000 gallons 2,097.87
Total Produced,1000 gallons 1,631.52
Balance, 1000 gallons -466.35
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.
510455 Database Version 3.1 Date Printed: 9/5/2013 WUT Page 2 of 2

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.
i
Lagoon Sludge Nitrogen Utilization Table
Maximum Maximum Sludge
Crop PA-N Rate Application Rate Minimum Acres Minimum Acres Minimum Acres
lb/ac 1000 gal/ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Feeder-Finish Lagoon Sludge- Standard
Corn 120 bu 150 13.16 22.06 44.13 66.19
flay 6 ton R.Y.E. 300 26.32 11.03 22.06 33.10
Soybean 40 bu 160 14.04 20.69 41.37 62.06
- .....--------------- - - --- --------------------------------- -------------- ---------------- •- --------------------
---------------------------------
510455 Database Version 3.1 Date Printed: 09-05-2013 Sludge Page I of I

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.
Availablei
Source Name Swine Feeder-Finish Lagoon Liquid Design Storage Capacity(Da s
Start Date 9/1 180
Plan Year Month Available Storage Capacity(Days)
1 1 28
1 2 54
1 3 77
1 4 101
1 5 124
1 6 148
1 7 117
1 8 86
l 9 83
1 10 79
1 11 76
1 12 72
2 1 68
2 2 67
2 3 89
2 4 143
2 5 174
2 6 180
2 7 180
2 8 180
2 9 180
2 10 149
2 11 119
2 12 88
*Available Storage Capacity is calculated as of the end of each month.
-------------------------------- - - -_ _--- ----- - ---- ------------- ---------------------- --
510455 Database Version 3.1 Date Printed: 09-05-2013 Capacity Page 1 of 1

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)
4222 PVT A Foreston 0.50 1.0
4222 PVT B Foreston 1 0.50 1 1.0
4222 Subheld IForeston 0.50 1.0
510455 Database Version 3.1 Date Printed 9/5/2013 IAF Page 1 of I
NOTE: Symbol * means user entered data.

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, MRCS Field
Office Technical Guide Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste
will be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone
to flooding (see "Weather and Climate in North Carolina" for guidance).
---------------------------------- ------------------------------- ------- _ ...
---------------------.--- . ---------------
510455 Database Version 3.1 Date Printed: 9/5/2013 Specification Page 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.
--------------------- _ . -... .. .... --- ------...--------------------------------------------------------- ------------------ --- ----- - --------
510455 Database Version 3.1 Date Printed: 9/5/2013 Specification Pap-e 2

E 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.
-------- --------------------------------------------------------- --- - --- I------- - ---------------- -- ------
510455 Database Version 3.1 Date Printed: 9/5/2013 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.
-------------------------------------------------------------------------- ---------- -------------------­­-------------------
510455 Database Version 3.1 Date Printed: 9/5/2013 Specification Page 4

Crop Notes
The following crop note applies to field(s): PVT A, PVT B, Subfield
Corn 1: CP,Mineral Soil, low-leachable
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2"deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by l 0%when
planting no-till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program,the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): PVT A, PVT B, Subfield
Wheat: Coastal Plain, Mineral Soil, low-leachable
In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2" deep and increase the seeding rate by 5%for each week seeding is delayed beyond the
optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU
"Small Grain Production Guide". Also, increase the initial seeding rate by at least 10%when planting
no-till. Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety
"green book" and information from private companies to select a high yielding variety with the
characteristics needed for your area and conditions. Apply no more than 30 Ibs/acre N at planting.
Phosphorus and potash recommended by a soil test can also be applied at this time. The remaining N
should be applied during the months of February-March. The total N is dependent on the soil type. Plant
samples can be analyzed during the growing season to monitor the nutrient status of the wheat. Timely
management of diseases, insects and weeds are essential for profitable wheat production.
--
---------- -- ------------------------------------------ _._.. - -- _. ._......-------------------------------------
510455 Database Version 3.1 Date Printed: 09-05-2013 Crop Note Page 1 of 2

The following crop note applies to field(s): PVT A, PVT B, Subfield
Double-Crop Soybeans,Coastal Plain: Mineral Soil, low-leachable
Double-crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no-tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. Review the NCSU Official Variety "green book" and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30"rows
and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no-till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However, applications of 20-301bs/acre
N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Timely management of
weeds and insects is essential for profitable double crop soybean production.
-- --------------- ------------------------------------------ ---------- ---------------------------------------------------------------------------------------
510455 Database Version 3.1 Date Printed: 09-05-2013 Crop Note Page 2 of 2

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
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table.Attach burial location map and plan.
® Landfill at municipal solid waste facility permitted by NC DBQ under GS 15A NCAC
13B .0200.
aRendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
a Q A composting system approved and permitted bjr'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.
a 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. 106-649.70).
El a Any method which, in the professional opiniomof the State Veterinarian,would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
s
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 j
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. 106-399A,
Si tur o rm Owner/Manager Date
-. F 2
6 -(r
Signature of ethnical Specialist Date

Swine Farm Waste Management—Odor Control Checklist Permit No.: ,3 613 Sl'
Date:
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 ❑ 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 0-Grade and landscape so water drains away • Reduce odors and vectors that occur
from facilities and prevent ponding with stagnant conditions
gWaintain 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
Swine AMOC Page 1 of 6 APPROVED—7/25/2019

Swine Farm Waste Management—Odor Control Checklist Permit No.:
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 a Pit-flush systems
♦ Partial microbial G;J,mpty 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
[PrInstall fully slotted floor system
Eq-rnstall waterers over slotted floor area
❑ Install feeders at high end of solid floors •Where applicable
♦ Odorous Gases ❑ Scrape manure buildup from floors and walls a Aids in animal cleanliness
E3-lCeep 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
Swine AMOC Page 2 of 6 APPROVED—7/25/2019

Swine Farm Waste Management—Odor Control Checklist Permit No.: .,3%-V 3
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
HOUSE/BARN—VENTILATION
♦ Dust ErClean fans regularly—specify frequency
♦ Volatile/odorous gases EKfficient 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 •Required by rule 1SA NCAC 02D.1802
When necessary to add/remove feed
D-Minimize free-fall height of dry feed
❑ Install feed delivery downspout extenders
to the feed covers
emove 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
Swine AMOC Page 3 of 6 APPROVED—7/25/2019

Swine Farm Waste Management—Odor Control Checklist Permit No.: V7y3S'�
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
�xtend discharge point of pipe to below lagoon •Use caution not to scour or damage lagoon liner
liquid level
Fl­i6aintain proper surface area-to-volume ratio
Lg-Ose correct lagoon start-up procedures
❑ Aerate for odor control
® Manage sludge levels based on annual sludge
survey as required by permit
[g-Keep spilled feed or foreign debris out of lagoon
to prevent excess sludge accumulation
❑ Instail/use solids separation system
❑ Use proven biological or chemical additives a 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
CAW M P
♦ Wind drift ® Pump intake near lagoon surface •Required by rule 15A NCAC 02D.1802
❑ Pupap from second stage lagoon
ollow good neighbor policy •Avoid application on known weekends,
special days,or holidays/eves if possible
19-6perate at minimum recommended pressure
❑ Increase setbacks beyond those required by
statute,rule,or permit
Swine AMOC Page 4 of 6 APPROVED-7/25/2019

Swine Farm Waste Management--Odor Control Checklist Permit No.: �3/-4/3-S
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
LAND APPLICATION(CONTINUED)
�pply during favorable wind conditions, • Recommend checking predicted average hourly
(especially for traveling guns or impact wind speed within 24 hours prior to
s nklers) anticipated start
When practical,apply waste on sunny days •Allows for vertical dissipation of odor
rather than cool,overcast days
❑Then 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
eplace 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 ransport sludge in covered vehicles or tankers
D-AO in thin,uniform layers o Speeds drying and prevents ponding
ncorporate 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.lastate.edu/ampat/
AHG-539-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

i
Vi7JpT 1
ROY COOPER
Governor -
( ELIZABETH S.BISER
Secretary
RICHARD E.ROGERS,JR. NORTH CAROLINA
Director Environmental Quality
February 12, 2024
Louis Q Howard
BGH Farni-Louis Howard#2
715 Sarecta Rd
Kenansville,NC 28349
Subject: Application for Renewal of Coverage for Expiring State General Pen-nit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non-Discharge General Permits,
which expire on September 30, 2024. In order to ensure your continued coverage under the State Non-Discharge General
Permits,you must submit an application for permit coverage to the Division of Water Resources (DWR)by April 3 2024
Enclosed you will find a "Request for Certificate of Coverage for Facility Currently Covered by an Expiring State
Non-Discharge General Permit."The application form must be completed signed by the Pennittee and returned to the DWR by
April 3.2024.
Mailing Address: NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699 1636
Email: animal.operations@d� eq.nc.gov
phone:[phone]
Please note that you must include one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with the
completed and siened application form. A list of items included in the CAWMP can be found on page 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NC G.S. § 143-215.1
and could result in assessments of civil penalties of up to$25,000 per day.
Copies of the animal waste operation State Non-Discharge General Pen-nits are available at
www.deq.tic.gov/aniinalpennits2O24.General permits can be requested by writing to the address above.
If you have any questions about the State Non-Discharge General Permits,the enclosed application,or any related matter please
feel free to contact the Animal Feeding Operations Branch staff at 919-707-9129.
Sincerely,
�
Michael Pjctraj, Deputy Director
Division of Water Resources
Enclosures: Request for Certificate of Coverage for Facility Currently Covered b an State Non-Discharge
General Permit
North CaroliURDepartmtntofEavironmtntalQwbtr Diris ion ofWaterResource3
512 North 503bun•Street 1636 Mail SeniceCenttr Raleigh,North Carolina 274IM1636

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) cjI6 _ 1q(o - -7Z 1S{9`t6Y395=3900—
EMERGENCY MANAGEMNET SERVICES (EMS) [phone]
SOIL AND WATER CONSERVATION DISTRICT (SWCD) [phone]
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) [phone]
COOPERATIVE EXTERSION 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 you 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 ore may not be
possible. Suggested responses to some possible problems are listed belwo.
A. Lagoon overflow-possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the 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 flows in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed
to flowing leaks-possible action:
a. Dig a small sump or ditch from the embankment to catch all
seepage, put in a submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.
1

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage 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: 919-733-3942. 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 movement of
the spill, weather and wind conditions. The corrective measures that have been
under taken, and the seriousness of the sitution.
b. If spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Helath Department.
d. Contact CEs, phone number - , local SWCD office phone number and 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 you
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 off-
site damage.
a. Contractors Name:
b. Contractors Address:
c. Contractors Phone:
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name: -
b. Phone:
7. Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste managment plan to
keep problems with release of wastes from happening again.
2

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

Lagoon surface---look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment---look for:
1. settlement, cracking, or "jug" holes
2. side slope stability---slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack of vegetation or as a result of wave action
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 or repair or,
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that you
are not completely "surprised" by equipment failure. You should perform your pumping
system maintenance at a time when your lagoon is at its low level. This will allow some
safety time should major repairs be required. Having a nearly full lagoon is not the time
to think about switching, repairing , or borrowing pumps. Probably, if your lagoon is full,
your neighbor's lagoon is full also. You should consider maintaining an inventory of spare
parts or pumps.
Surface water diversion features are designed to carry all surface
drainage waters (such as rainfall runoff, roof drainage, gutter outlets,
and parking lot runoff) away from your lagoon and other waste
treatment or storage structures. The only water that should be
coming from your lagoon is that which comes from your flushing
(washing) system pipes and the rainfall that hits the lagoon directly.
You should inspect your diversion system for the following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an inflow problem from a surface water diversion or there may be seepage into the
lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
I
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.
I
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 occour at least two weeks prior to the
addition of wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below
7.0, add agricultural lime at the rate of 1 pound per 1000 cubic feet of
lagoon liquid volume until the pH rises above 7.0. Optimum lagoon liquid
pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate
biological activity. Consultation with a technical specialist is recommended
if these conditions occur for prolonged periods, especially during the warm
season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily are
optimum for treatment. Pit recharge systems, in which one or more buildings are drained
and recharged each day, also work well.

Practice water conservation---minimize building water usage and
spillage from leaking waterers, broken pipes and washdown through
proper maintenance and water conservation.
Minimize feed wastage and spillage 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 lever (Figure 2-1).
Start irrigating at the earliest possible date in the spring based on
nutrient requirements and soil moisture so that temporary storage
will be maximized for the summer thunderstorm season. Similarly,
irrigate in the late summer/early fall to provide maximum lagoon
storage for the winter.
The lagoon liquid level should never be closer than l foot to the lowest
point of the dam or embankment.
Do not pump the lagoon liquid level lower that the permanent storage
level unless you are removing sludge.
Locate float pump intakes approximately 18 inches underneath the liquid
surface and as far away from the drainpipe inlets as possible.
Prevent additions of bedding materials, long-stemmed forage or vegetation,
molded feed, plastic syringes, or other foreign materials into the 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:

t
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,
1
have more odor, and
require more land to properly use the nutrients.
Removal techniques:
I
i
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 phosphores, it
should be applied only at rates equal to the crop removal of phosphorus. As with other
wastes, always have your lagoon sludge analyzed for its nutrient value.
The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions which
could increase the concern of neighbors.

Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure. Types
of failures include leakage through the bottom or sides, overtopping, and breach of the
dam. Assuming proper design and construction, the owner has the responsibility for
ensuring structure safety. Items which may lead to lagoon failures include:
i
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.

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