310132_Application_20240401

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
RICHARD E. ROGERS, JR.
Director
Ronnie Jarman
Jarman Farms
PO Box 9 06
Beulaville, NC 28518
ZA� QfNM
NORTH CAROLINA
Environmental Quality
February 12, 2024
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
RECEIVED
MAR 2 9 2024
1VC DEQ/DWR
Central Office
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 Aoril 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, siened by the Permittee, 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.operationsfa,deq.nc.gov
phone: [phone]
Please note that You must include one (11 copy of the Certified Animal Waste Management Plan (CAWMP ) with the
completed and signed apWication form. A list of items included in the CAWMP can be found on pace 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NC G.S. § 143-215.1
and could result in assessments of civil penalties of up to $25,000 per day.
Copies of the animal waste operation State Non -Discharge General Permits are available at
www.deq.nc.eov/animalpennits2024. 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
fell free to contact the Animal Feeding Operations Branch staff at 919-707-9129.
Sincerely,
A; f
Michael Pjetraj, Deputy Director
Division of Water Resources
Enclosures: Request for Certificate of Coverage for Facili-,Currently Covered b� an Expiring State Non -Discharge
General Permit
North CaroUnaDepartment ofFinamsaomtalQuality- DisisionofWaterRaourres
12North Salisbury StreA 1d36Mail SeniceCenVr Ra1eich,NorthCaro1ina29dW1dM
�""� 9199479129

3
State of North Carolina
Department of Environmental -Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2024, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2024.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Certificate Of Coverage Number: AWS310132
2. Facility Name: Jarman Farms
3. Permittee's Name (same as on the Waste Management Plan): Ronnie Jarman
4. Permittee's Mailing Address: PO Box 96 305 Brown Rd N
City: Beulaville State: NC Zip: 28518
Telephone Number: 910-298-3144 Ext. E-mail:
5. Facility's Physical Address: 305 Brown Rd N
City: Beulaville State: NC Zip: 28518
6. County where Facility is located: Duplin
7. Farm Manager's Name (if different from Landowner):
8. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write 'None"): Murphy -Brown LLC
10. Operator Name (OIC):
Ronnie W. Jarman
Phone No.: 910-290-0077
OIC #: 17230
11. Lessee's Name (if there
is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit:
Operations Type
Allowable Count
Swine - Feeder to Finish
3,672
Oaeration Tvnes:
Swine
Cattle
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 following information.
Make all necessary corrections and provide missing data.)
Structure
Name
Structure Type
(Lagoon/Digester/
WSP)
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
#1 (HP)
Lagoon
11/23/2009
Full, clay
290,354.00
66,211.00
19.50
2
Lagoon
2/5/1991
Full, clay
255,083.00
37,462.00 1
20.40
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.1OC(d), either by mailing to the address below or sending it via
email to the email address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed by the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is
accurate and complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be
applicable to your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, solids separators, sludge drying system, waste transfers, etc.)
I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.

Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18
U.S.C. Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both
for a similar offense.)
Print the Name of the 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): V 1 a, Dac,`-
Signature: P__�
Name (Print):
Signature:
Name (Print):
Signature:
Title: Co " own-p—r
Date: 3— t S ,,;� 7
Title:
Date:
Title:
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636

P
Nutrient Management Plan For Animal Waste Utilization
This plan has been prepared for:
Ronnie & Kevin Jarman nick farm
Kevin Jarman
PO Box 96 305 Brown RD N
Beulaville, NC 28518
9102983144
03-24-2010
This plan has been developed by:
Johnny Lanier
Hygro Inc
441 Cabin St
Pink Hill, NC 28572
1910-298-5426
Developer 4gnature
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.
Signa a (owner)
Signature (manager or producer)
Date
Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By: _ _ _ 3--a y- Ng,
Technical pecialist Signature Date
----------------------- --------------------------------------------------------- ------------------------------------ - -----------------------
717112 Database Version 3.1 Date Printed: 03-24-2010 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 2,269,296 gals/year by a 2,448
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
5227
Incorporated
8976
Injected
9885
Irrigated
5681
Max. Avail.
PAN (lbs) *
Actual PAN
Applied Obs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
5,681
9319
-3,638
5,743,994
-3,474,698
Year 2
5,681
9267
-3,586
5,733,521
-3,464,225
--- -- - - - - ib-------------------------------------------------------------1--------------------------------------------------------------------
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.
717112 Database Version 3.1 Date Printed: 03-24-2010 Source Page 1 of 1

The table shown below provides a summary ofthe crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown,
where available.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
5963
la
1.97
1.97
N/A
Autryville
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
*6.2 Tons
5963
lb
5.44
5.44
N/A
Autryville
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
*6.2 Tons
5963
le
6.04
6.04
N/A
Autryville
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
*6.2 Tons
5963
Id
4.191
4.19
N/A
Autrwille
Coati Grain
85 bu.
Wheat, Grain
45 bu.
Soybeans, Manured, Double Crop
25 bu.
5963
le
4.20
4.20
NIA
Autryville
Com, Grain
85 bu.
Wheat, Grain
45 bu.
Soybeans, Manured, Double Crop
25 bu.
5963
if
30.00
5.02
N/A
Norfolk
Corn, Grain
115 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
35 bu.
5963
lg
30.00
5.00
N/A
Norfolk
Corn, Grain
115 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
35 bu.
5963
lh
30.001
3.15
N/A
Norfolk
Corn, Grain
115 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
35 bu.
5963
1 lI
30.00
3.25
N/A
Norfolk
Corn, Grain
115 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
35 bu.
PLAN TOTALS: 141.84 38.26
717112 Database Version 3.1 Date Printed 3/24/2010
PCS Page 1 of 2
NOTE: Symbol * means user entered data.

M
Potential Leaching
Technical Guidance
< 2
ow potential to contribute to soluble
None
nutrient leaching below the root zone.
Nutrient Management (590) should be planned.
>= 2 &
Moderate potential to contribute to
<-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).
1
717112 Database Version 3.1 Date Printed 3/24/2010
PCS Page 2 of 2
NOTE: Symbol * means user entered data.

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The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in
runoff. This table provides the maximum application rate per hour that may be applied to each field selected to
receive wastewater. It also lists the maximum application amount that each field may receive in any one application
event.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(inches/hour)
Application Amount
(inches)
5963
la
Autryville
0.60
1.0
5963
lb
Autryville
0.60
1.0
5963
1 c
Autryville
0.60
1.0
5963
1d
Autryville
0.60
1.0
5963
le
Autryville
0.60
1.0
5963
if
Norfolk
0.50
1.0
5963
lg
Norfolk
0.50
1.0
5963
lh
Norfolk
0.50
1.0
5963
lI
orfollc
0.50
1.0

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 ofthe 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 betaken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
I Crop
Maximum
PAN Rate
lb/ac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Corn 120 bu
150
13.16
30.69
61.38
92.07
Hay 6 ton R.Y.E.
300
26.32
1534
30.69
46.03
Soybean 40 bu
160
14.04
28.77
57.54
86.31
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717112 Database Version 3.1 Date Printed: 03 24-2010 Sludge Page 1 of 1

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 desi gn
storage capacity ofthe facility. Ifthe available storage capacity is greater than the design storage
capacity, this indicates that the plan calls for the application of nutrients that have not yet accumulated.
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.
A.vailable Waste Storage Canacitv
Source Name
Swine Feeder -Finish L.a oon Liquid
Des'u Storage Capacity (Days)
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
56
1
2
118
1
3
180
1
4
180
1
5
180
1
6
180
1
7
180
1
8
180
1
9
180
1
10
180
1
11
180
1
12
180
2
1
180
2
2
180
2
3
180
2
4
180
2
5
180
2
6
180
2
7
180
2
8
180
2
9
180
2
10
180
2
11
157
2
12
132
* Available Storage Capacity is calculated as of the end of each month.
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717112 Database Version 3.1 Date Printed: 03-24-2010 Capacity Page 1 of 1

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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717112 Database Version 3.1 Date Printed: 3/24/2010 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.
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7171 l2 Database Version 3.1 Date Printed: 3/24/2010 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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717112 Database Version 3.1 Date Printed: 3/24/2010 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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717112 Database Version 3.1 Date Printed: 3/24/2010 Specification Page 4

Crop Notes
The following crop note applies to field(s): If, lg, lh, lI
Corn: CP, Mineral Soil, medium leaching
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when
planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): Id, le
Corn: CP, Mineral Soil, medium leaching
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when
planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-30 lbs/acre N and 20-301bs/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.
------------------------------------------------------------------------------------------------------------ -------
717112 Database Version 3.1 Date Printed: 03-24-2010 Crop Note Page 1 of 4

The following crop note applies to field(s): 1 a, lb, 1 c
Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid benmudagrass 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 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): 1 a, 1 b, 1 c
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.
------------------------------------------------------------------------------------------7----------------------------------------------------
717112 Database Version 3.1 Date Printed: 03-24-2010 Crop Note Page 2 of 4

The following crop note applies to field(s): If, 1 g, 1 h, 1I
Wheat: Coastal Plain, Mineral Soil, medium 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 lbs/acre N at planting.
Phosphorus and potash recommended by a soil test report can also be applied at this time. The remaining
N should be applied during the months of February -March. The total N is dependent on the soil type.
Plant samples can be analyzed during the growing season to monitor the nutrient status of the wheat.
Timely management of diseases, insects and weeds are essential for profitable wheat production.
The following crop note applies to field(s): Id, le
Wheat: Coastal Plain, Mineral Soil, medium 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 101% 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 lbs/acre N at planting.
Phosphorus and potash recommended by a soil test report can also be applied at this time. The remaining
N should be applied during the months of February -March. The total N is dependent on the soil type.
Plant samples can be analyzed during the growing season to monitor the nutrient status of the wheat.
Timely management of diseases, insects and weeds are essential for profitable wheat production.
The following crop note applies to field(s): If, lg, lh, lI
Double -Crop Soybeans, Coastal Plain: Mineral soil, medium leachable
Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. Review the NCSU Official Variety "green book" and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 24 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 lbs/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.
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717112 Database Version 3.1 Date Printed: 03 24-2010 Crop Note Page 3 of 4

The following crop note applies to field(s): 1 d, 1 e
Double -Crop Soybeans, Coastal Plain: Mineral soil, medium leachable
Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. Review the NCSU Official Variety "green book" and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 24 seed/row foot for 7-8"drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However, applications of 20-301bs/acre
N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans_ Timely management of
weeds and insects is essential for profitable double crop soybean production.
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717112 Database Version 3.1 Date Printed: 03-24-2010 Crop Note Page 4 of 4

e
� 3
I.
wx
m R & K Jarman Far - _--
Facility number 3 1 -3 1 8 —_
Tract number 5963
Field number 1
AL Ar
l
L
i

E ERGENd ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY.(DWQ) [phone]
EMERGENCY MANAGEMNET _SERVICES (EMS) [phone]
SOIL AND ;WATER CONSERVATION DISTRICT (SWCD) (91*0)296-2120
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.
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

V
2.
0
0
5.
A
7.
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?
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
MRCS office for advice/technical assistance phone number - -.
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.
Contact the contractor of your choice to begin repair or problem to minimize off -
site damage.
a. Contractors
b. Contractors
c. Contractors
Name: p /
Address:
Phone: qJ 3 Q
Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name: JQ S 71 L--- `
b. Phone:
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
.6

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 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 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
the lagoonte. water. Such chemicals could harm the bacteria in the lagoon that are treating
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 4
3. accumulation of salts or minerals
4. overalI condition of pipes

Lagoon surface ---look for:
1. undesirable vegetative growth
2. floating or lodged debris _.
Embankment ---look for:
1. settlement, cracking; or "jug" holes
2. side slope stability ---slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack 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. Hbwever, 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 neighbors 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 Q 4
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.
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 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.

r
Management:
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
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 1 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.
a `4
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:

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 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:
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.

System Calibration
Information presented in manufacturer's charts are based on average operation
application rates
conditions with relatively new equipment. Discharge rates and
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 a.nd 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,.spril*.Iers should be located along a transect perpendicular to the -direction.
of pull.'. Sef out collebtion edhtainers 25 feet apart along the transect on both
sides "of:the gun cart. You -should compute the average -application- rate -for all .
norzuniformity of the application. On a windless day-, variation between containers
of more-_tl an 30 percent is cause for concern. You should contact. your irrigation
dealer or technical specialist for assistance. s
'Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual
-a 4

MORTALITY MANAGEMENT. METHODS
(check which method(s) are being implemented)
( ) Burial three feet beneath the surface of the ground within 24 hours
after knowledge of the death. The burial be at least 300 feet from
any flowing steam or public body of water.
(L--�- endering at a rendering plant licensed under G. S. 106-168.7
( ) Complete incineration
( ) In. the case of dead poultry only, placing in a disposal pit of a size and
design approved by the Department of Agriculture.
( ) Any method which in the professional opinion of the State
Veterinarian would make possible the salvage, of part of a dead
animal's value.without endangering human or animal health. (Written
approval of the State Veterinarian must be attached)

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor' Site Specific Practices
(Liquid Systems)
Flush Gutters
Accumulation of solids
kLRtTA system is designed and operated
sufficiently to remove accumulated
solids from gutters as designed.
(L,smove 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 Vegetative Decaying vegetation aintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
Feeders
Feed Storage
Animal Holding Areas
AMIC—November 11, 1996
(Dry Systems)
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).
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.
Accumulations of animal wastes (} Eliminate low area that trap moisture along fences
and feed wastage and other locations where waste accumulates and
and disturbance by animals is minimal.
() Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e. inspect for and remove or break up accumulated
solids as needed).

Dry Manure Handling Accumulations of animal wastes (} Remove spillage on a routine basis (e.g.`7-10 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 (-t 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.
4�2�-- (Landowner Signature)
i
For more information contact the Cooperative Extension Service, Department of Entomology, Box 79113, North Carolina State University, Raleigh. NC
27695-7613.
AMIC--November 11, 1996

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BMP's to Minimize Odor Site. Specific Practices
Farmstead Swine production egstative or wooded buffers;
ecommended best management
practices;
4-Wood judgment and common sense
Animal body surfaces
Dirty manure -covered animals
( ) Dry floors T
Floor surfaces
Wet manure -covered floors
("lotted floors;
W-Waterers located over slotted floors;
(•jfeeders at high end of solid floors;
( ) Scrape manure buildup from floors;
( ) Underfloor ventilation for drying
Manure collection pits
Urine
44-Frequent manure removal by flush,pit
recharge,or scrape
Parital micorbial decomposition
() Underfloor ventilation
Ventilation exhaust fans
Volatile gases;
(y-Fan maintenance;
Dust
KL E-Wiciant 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 lagoon
() Flush tank covers
liquid whiles tanks are filling
(J Extend fill lines to near bottom of
tanks with anti -siphon vents ,
Flush alleys
Agitation during wastewater
() Underfloor flush with underfloor
conveyanance
ventilation '
Pit recharge points
Agitation of recycled lagoon
() Extend rechard lines to near bottom of
liquid while pits are filling
pits with anti -siphon vents
Lift stations
Agitation during sump tank filling
() Sump tank covers
and drawdown
Agitation during wastewater
() Box covers
Outside drain collection
or junction boxes
conveyance
End of drainpipes at lagoon
. Agitation during wastewater
() Extend discharge point of pipes
underneath lagoon liquid level
Lagoon surfaces
Volatile gas emissions
(LPiop�r lagoon liquid capacity
Biological mixing
o rect lagoon startup procedures
Agitation
H'Minimum surface area -to -volume ratio
&Winimum agitation when pumping
() Mechanical aeration
( ) Provgn biological additives
Irrigation sprinkler nozzles High pressure agitation
Wind draft
AMOC--November 11, 1996
(]�rVate on dry days with little or no wind
i um recommended operation pressure
ump intake near lagoon liquid surface
(J Pump from second -stage lagoon
I

f N.
8
Storage tank or basin Partial microbial decomposition () Bottom or midlevel loading
surface Mixing while filling () Tank covers -
Agitation when emptying () Basin surface mats of solids
() Proven biological additives or oxidants
Settling basin surface
Manure, slurry or sludge
spreader outlets
Uncovered manure, slurry
or sludge on field surfaces
() Extend drainpipe outlets underneath liquid
level
() Remove settled solids regularly
{) Soil injection of slurry/sludges
() Wash residual manure from spreader after use
() Proven biological additives or oxidants
Volatile gas emissions while drying (} Soil infection.of slurry/sludges
Partial micobial decomposition
Mixing while filling
Agitation when emptying
Agitation when spreading
Volatile gas emissions
Dead animals Carcass decomposition
Dead animal disposal
pits
Incinerators
Standing water around
facilities
Carcass decomposition
Incomplete combustion
Improper drainage
Microbial decomposition of
organic matter
(I Soil incorporation within 48 hours
() Spread in thin uniform layers for rapid drying
() Proven biological additives or oxidants
roper disposition of carcasses
() Complete covering of carcasses in burial pits
() Proper location/construction of disposal pits
() Secondary stack burners
tide and landscape such that water drains
away from facilities
,rlanure tracked onto public Poorly maintained access roads ( )`�access road maintenance
roads from farm access
Additional Information:
Swine Manure Management; 0200 Rule/BMP Packet
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge —Lagoon Treatment; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Fluse--Lagoon Treatment; EBAE 129-88
Lagoon Desig and Management for Livestock Manure Treatment and Storage; EBAE 103-83
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
Controlling Odors from Swine Buildings; PIH-33
Environmental Assuranc Program: NPPC Marival
Options for Managing Odor; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings
Available From:
NCSU-County Extension Center
NCSU-BAE
NCSU-BAE
NCSU-BAE
NCSU-BAE
NCSU-BAE
NCSU-Swine Extension
NC Pork Produces Assoc
NCSU Agri Communications -
Florida Cooperative Extension
The issues checked (-4•-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 Managment Practices have been reviewed with me.
AMOC--November 11, 1996
(Landowner Signature)

Operator:==_________________________________>R&K Jarman
County:====-=------------------------------->Duplin
------------------------------
Date:====_----- >Total Volumes
----------------------------------
I'' -} . to nearest residence (other than owner) : ft.
-;(farrow to finish):===-----------------
>
(farrow to feeder) :____________________>
head (finishing only):===_____________---- > 2480
sows (farrow to wean):==--------------------
head (wean to feeder):______________________
Ave. Live Weight for other operations(lbs.):>
Storage volume for sludge accum. (cu. ft.):=>
Treatment Volume (min. 1 cu. ft./lb.):==____> 1.0
25 Year - 24 Hour Rainfall (in.):==_________> 7.5
Rainfall in excess of evaporation (in.)===__> 7.0
Drainage area of buildings & lots (sq. ft.):>
Volume of wash water (gallons/day)====______>
Temporary storage period (days):===_________> 180
Freeboard(ft.):==--------------------------> 1
Side slopes (inside lagoon).===_____________> 2.75 1
Inside top length (ft.).____________________> 400
Inside top width (ft.):_____________________> 171.5985
Top of dike elevation (ft.):________________> 55
Bottom of lagoon elevation (ft.}:==-________> 42.5
Seasonal high water table (SHWT) elev.'(ft.) :_>
Total required volume:_____________> 499500 cu. ft.
Actual design volume:====______====>565000.19 cu. ft.
Stop pumping el. (> or = to. 0.0 ft SHWT> 50.2 ft.� 8
(> or = to 48.5
ft Min)
Required minimum treatment volume:
334800
cu.
ft.
V 'me at stop pumping elevation:
337710
cu.
ft.
pumping elev.:-------------------_-____>
53.3 ft.-:�;-'
Volume at start pumping elevation:
519884
cu.
ft.
Actual volume less 25yr-24hr rain:
522100
cu.
ft.
NOTE: Verify that temp. storage is adequate:
Req. volume to be pumped:====>
121800
cu.
ft.
Actual volume to be pumped:==>
182174
cu.
ft.

'
NAME:' Numa D. Bostic
ADDRESS: Rt.1 8°x478-R
Baulaville, WC.
.YPE OF AND SIZE 1240
OF OPERATION Topping
CLASS: 11
DESIGNED BY K th R
DATE 8 2
APPROVED BYWnneth R��utreal �~�---~-
DATE:8-31-88
PERM4MENT STORAGE
1240 Hogs x 135 lbs. per hog 1 Cu Ft per lb. 167400 Cu Ft
TEMPORARY STORAGE
167400 lbs of animal wt. x 1.35 cu. ft of waste per day
per 1000 lbs of animal wt. x 180 days
RAINFALL LESS EVAPORATION
7" X 48364 sq. ft. of surface area per 12" per ft.
4lNFALL - 25 YR.. 1 DAY STORM
7.5" X 48364 sq. ft. of surface area per 12" per ft.
T : FILL RATIO
1.17 : 1
TOTAL STORAGE NEEDED
TOTAL STORAGE AVAILABLE
AMOUNT OF FILL DIkE
PAD
TOTAL
.
SETTLEMENT 1O%
TOTAL AMOUNT OF FILL
TOTAL LXCAVATION
A
40678 Cu Ft
28212 Cu Ft
30228 Cu Ft
2665t8 Cu. Ft.
-
9871 Cu. Yds.
12-116,
9981 Cu. Yds.
'
75600 Cu. Ft.
107440'Cu. Ft.
183040 Cu. Ft.
18304 Cu, Ft.
201344 Cu. Ft.
4
7457 Cu. Yds ,
235300 Cu. Ft.
8715 Cu. Yds.

^ NAME:
'
MPROXIMATE NITROGEN CONTENT THAT WILL BE PRODUCED PER YEAR
'
NITROGEN (N) = 0.48' LBS; PER 1000 LBS OF ANIMAL WT. X 365 DAYS
(N) =0.48 X 167400 X 365
_________________________________
1000
(N) = 29328 LBS
IT IS ESTIMATED THAT APPROXIMATELY 25% OF THE NITROGEN WILL BE
BE AVAILABLE FOR USE AS FEERTILIZER
THE FOLLOWING AMOUNT CAN BE APPLIED ON THE LAND
7332 LBS.
IF APPLIED AT THE RATE OF 200 LBS PER ACRE ON CROPLAND THEN
37 ACRES WILL BE BE NEEDED TO TAKE CARE OF THE EFFLUENT.
IF APPLIED AT THE RATE OF 400 LBS PER ACRE ON PASTURELAND THEN
IS ACRES BE NEEDED TO TAKE CARE OF THE -EFFLUENT.
BEFORE ANY
EFFLUENT IS
APPLIED TO
THE LAND IT SHOULD BE
'4LYZED TO
DETERMINE
THE EXACT
NUTRIENT CONTENT. THE NCDA
50RATORY
IN RALEIGH
IS MAKING
SOME TEST ON A LIMITED BASIS.
.UU SHOULD
CONTACT
AGRONOMIC SERVICES DIVISION
NCDA, BLUE RID8E ROAD CENTER
RALIEGH, N.C. 27611
PHONE: [phone]
WHEN APPLYING THE EFFLUENT TO CROPLAND IT SHOULD BE DISK AND A
COVER CHOP SEEDED OR A ROW CROP PLANTED TO PREVENT EROSION
SOME OF THE EFFFLUENT COULD BE USED FOR IRRIGATION PURPOSES
DURING THE GROWING SEASON
~ejj AC OF LAND AVAILABLE FOR APPLICATION OF EFFLUENT
BEGIN PUMPING THE EFFLUENT WHEN
THE FLUID LEVEL
DO NGT LOWER THE FUILD ANY
LOWER THAN
THE EFFLUENT SHOULD BE APPLIED AT A RATE THAT WILL NOT CAUSE ANY
AtWOFF ONTO SURROUNDING AREAS OR LEACHING INTO THE SROUMW WATER
LOMMENDED APPPLICATION RATE IS 0.5 INCHES PER HOUR, AND THE
MAXIMUM RECOMMENDED APPLICATION AMOUNT IS 1 INCH PER IRRIGATION

`
NAME: Numa D. Bostic
~_-SEEDING SPECIFICATIONS
'REA TO BE SEEDED 2.0 AC.
APPLY THE FOLLOWING
USE THE SEED MIXTURE
INDICATED
(
)
(
)
(
)
(
)
<
)
(
)
2000 LBS. 8-8-8 FERTILIZER
4.0 TONS OF DOLOMITIC LIMESTONE
160 BALES OF SMALL GRAIN STRAW
100 LBS. FESCUE GRASS
70 LBS. OATS
100 LBS. BAHIA GRASS
8 LBS. WEEPING LOVE GRASS
24 LBS. HULLED COMMON BERMUDA GRASS
DIVERT ALL SURFACE WATER TO A STABLE OUTLET. AWAY FROM
THE LAGOON
THE NEAREST RESIDENCE IS 1100 FEET AWAY FROM THE LAGOON
T.B.M. 50.00 ELEVATION
DESCRIPTION Nail in 6"'sweetgum near Stat D 4+00
corner of woods
^ 4

s
WIE: Naaa D. Bostic
.'= = DEPTH [ AREA OF TOP + AREA OF BOTTOM + 4 X AREA OF MIDSECTION l
6 27
VOL6M = DEPTH [ L X M + L X Y + 4 X L X 9 1
6 27 -
VOLUME = 10.0 [ 440.0 X 95.0 + 380.0 X 35.0 + 4 X 410.0 X 65.0 l
------------- -- -----------------------=--------------------------------
6 77
J 27
95110
27
4817S4 sA.4t. 26651E cu ft needed

J 1
l_.✓
r
- - I
_
_
I
i

mx `
perator:Numa Dean Bostic County: Duplin Date: 06/26/91
istance to nearest residence (other than owner): 1400.0 feet
. STEADY STATE LIVE WEIGHT
0
sows
(farrow to finish)
x
1417
lbs.
= 0
lbs
0
sows
(farrow to feeder)
x
522
lbs.
= 0
lbs
1240
head
(finishing only)
x
135
lbs.
= 167400
lbs
0
sows
(farrow to wean)
x
433
lbs.
— 0
lbs
its
heed
(wean to feeder)
x
30
lbs.
— 0
lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 167400 lbs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 167400 lbs. SSLW x Treatment Volume (CF) /lb. SSLW
Treatment Volume (Cl=) /lb. SSLW= 1 CF/lb. SSLW
Volume = 167400 cubic feet
. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
...tTAL DESIGN VOLUME
Inside top length 210.0 feet ; Inside top width 174.0 feet
Top of dike at elevation 5.:a.,.0 feet
Freeboard 2.0 feet ; Side slopes 2.5 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation 53.0 feet
Bottom of lagoon elevation 4E.0 feet
seasonal high water table elevation 48.0 feet
Total design volume using prismoidal formula
SS/EidD1 SS/Er1D2 Ja/alDr_1 SS/SiDEc_ LENGTH W1Uii-i llE,-t,i-i
2.5 2.5 2.5 2.5 200.0 164.0 11.0
AREA OF TOE,
LENGTH * WIDTH =
200.0 164. 0 32800.0 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
145.0 109.0 15805.0 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH WIDTH * 4 3 4
172.3 136.5 94185.0 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTON3 DEPTH/b
32800.0 94185.0 15805.0 1.8
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 261782 CU. FT.

IZ
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-

TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
210.0 174.0 36540.0 square feet
Buildings (roof and lot water)
Length * Width =
0.0 0.0 0.0 square feet
TOTAL DA 36540.0 square feet
Design temporary storage period to be 160 mays.
�. Volume of waste produced
Approximate daily production of manure in CF/LEA SSLW 0.00101
Volume = 167400 Lbs. LSLW * CF of Waste/Lb. /Day 180 ,days
volume = 40880 cubic feet
?. 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 = +0.0 gallons/day
Volume = fit. 0 cubic reel:
ISO days storage/7.48 gallons
per CF
C. Volume of rainfall in excess of evaporation .,
Use period of time when rainfall exceeds evaporation by largest amount.
160 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = E1315.0 cubic feet
4

5D. Volume of E5 year — 24 hour storm
Volume = 7.5 inches / lc inches per foot * DA
Volume = 2E837.5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 40880 cubic feet
5B. 0 cubic feet
51 C. E1315 cubic feet
5D. 22838 cubic feet
'TOTAL 85033 Cubic feel:
n. SUMMi-; Y
Total required volume 252433 Cubic feet
Total design volume avail. cubic feet
Min. req. treatment volume plus Sludge accumulation 167400 cubic fe
At elev. =:9.9 feet ; Volume is ir•18599 cubic feet (end pumpii-igi
T otal design volume less 25yr-241'-!r storm i s 238344 cubic fe-?-t-
Pit elev. 52.3 feet ; Volume is -2392t-',5 cubic feet -'star t p
_ _lRiping;
3-zasoncll hi91i water table elevation 43..0 feL.
1ED BY. %�(GG+�.P `Si�•} APPROVED BY:
-DATE: 6%Zt/ 91 � 0 DATE
i%-iOTE : SEE ATTACHED WA-01-E UTILIZATION PLAN
4

1 m x �• . p.
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
Clearing:
All trees and brush shall be removed from the construction area
before any excavating or fill is started. Stumps will be removed
within the area of the foundation of the embankment and fill areas
and all excavated areas. All stumps and roots exceeding one (1)
inch in diameter shall be removed to a minimum depth of one (1)
foot. Satisfactory disposition will be made of all debris. The
foundation area shall be loosened thoroughly before placement of
embankment material.
Cut-off Trench:
---------------
A cut-off trench (wren specifiedY shall be installed as shown in
the plans.
--Construction:
------------
Construction of excavated and earthfill areas shall be performed to
the neat lines and grades as planned. Deviations from this will
require prior approval of the SCS. Earthfill shall not be placed
in standing water and reasonable compaction of the 'frills shall be
performed by the construction equipment or cheeps -foot roller during
placement. The embankment of the lagoon small be installed using
the more impervious materials. Construction of fill heights shall
include ten (10) percent for settlement. To protect against seepage,
when areas of unsuitable material are eDror_antrtr ed, they will need to
b:: excavated a minimum of one (1) foot below grade and cackfilletd and
compacted with a suitable material (ie-C__,SC,CH). Refer to the soils
investigation information in the plans for spacial considerations.
Precautions should be taken during construction to prevent excessi.v_-,
erosion and sedimentation.
Vegetation:
All exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible after,
construction.

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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.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Certificate Of Coverage Number: AWS310132
2. Facility Name: Jarman Farms
3. Permittee's Name (same as on the Waste Management Plan): Ronnie Jarman
4. Permittee's Mailing Address: PO Box 96 305 Brown Rd N
City: Beulaville State: NC
Telephone Number: 910-298-3144 Ext. E-mail:
5. Facility's Physical Address: 305 Brown Rd N
City: Beulaville State: NC
6. County where Facility is located: Duplin
7. Farm Manager's Name (if different from Landowner):
8. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"): MuMhy-Brown LLC
10. Operator Name (OIC): Ronnie W. Jarman Phone No.: 910-290-0077
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type
Swine - Feeder to Finish
Operation Types:
Allowable Count
3,672
Swine
Cattle
Dry Poultry
Wean to Finish
Dairy Calf
Non Laying Chickens
Wean to Feeder
Dairy Heifer
Laying Chickens
Farrow to Finish
Milk Cow
Pullets
Feeder to Finish
Dry Cow
Turkeys
Farrow to Wean
Beef Stocker Calf
Turkey Pullet
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Wet Poultry
Gilts
Other
Non Laying Pullet
Other
Layers
Zip: 28518
Zip: 28518
OIC #: 17230
Other 1-Vpes
Horses - Horses
Horses - Other
Sheep - Sheep
Sheep - Other

13. Waste Treatment Lagoons, Digesters and Waste Storage Ponds (WSP): (Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure
Name
Structure Type I
(Lagoon/Digester/
WSP)
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
'Redline"
(Inches)
#1 (HP)
Lagoon
11/23/2009
Full, clay
290,354.00
66,211.00
19.50
2
Lagoon
2/5/1991
Full, clay
255,083.00
37,462.00
20.40
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.1OC(d), either by mailing to the address below or sending it via
email to the email address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed by the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc,)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is
accurate and complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be
applicable to your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, solids separators, sludge drying system, waste transfers, etc.)
I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.

Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18
U.S.C. Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both
for a similar offense.)
Print the Name of the Permittee/Landowner/Signing Official and Sign below. (If multiple Landowners exist, all landowners
should sign. If Landowner is a corporation, signature should be by a principal executive officer of the corporation):
Name (Print):
Signature:
Name (Print):
Signature: _
Name (Print):
Signature:
Title: (D Uy
Date: 3 - aq -:;4W
Title:
Date:
Title:
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636