310207_Application_20240213

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: AWS310207
2. Facility Name: Old Farm
3. Permittee's Name (same as on the Waste Management Plan): Anthony Williams
4. Permittee's Mailing Address: 841 Old Chinquapin Rd
City: Beulaville State: NC
Telephone Number: 910-290-0335 Ext. E-mail: anthonywilliams454Ayahoo.com
5. Facility's Physical Address: � Qt&ckirte�dap:,-. ca.
City: aeol"', Ot - State: A)C-
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):
Zip: 28518-6523
Zip: OVS l?
9. Integrator's Name (if there is not an Integrator, write "None"): Prestage Farms Inc
10. Operator Name (OIC): Anthony Williams Phone No.:q/V —XO —t733S OIC #: 1006868
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 1,860
Operation Types:
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)
LAGOON #I
Lagoon
I/I/1984
Full, clay
364,687.00
51,675.00
19.00
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.10C(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 MRCS 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.

M
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/LandownerlSigning 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): kA 6 A Wilj 6i,rr\ S Title: ot✓yl o f
Name (Print):
Signature: 44; L✓�
Name (Print):
Signature:
Title: over
Date: '2,— 13 ... -.xo2y
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

Id
Nutrient Management Plan For Animal Waste Utilization
This plan has been prepared for:
OLD FARM (31-207)
Anthony & Eric Williams
841 Old Chinquapin Road
Beulaville„ NC 28518
[phone]
02-08-2023
This plan has been developed by:
Ronnie G. Kennedy Jr.
Agriment Services, Inc.
PO Box 1096
Beulaville, NC 28518
Type of Plan: Nitrogen Only with Manure Only
r
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.
�1 2--�-2-3
ignature (owner) Date
e
i ff
44�v Z — '9 - Z3
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By: �
2 � -Z3
Teplfnical Sp ci st Signature Date
--------------------------------------- ----------------
782700 Database Version 4.1 Date Printed: 02-08-2023 Cover Page I

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
t
Commercial Fertilizer is not included in this plan.
S7
Swine Feeder -Finish Lagoon Liquid waste generated 1,724,220 gals/year by a 1,860
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
3108
Incorporated
3730
Injected
3730
Irrigated
3108
Max. Avail.
PAN (ibs)*
Actual PAN
Applied 0bs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit {Gallons}
Year 1
3,108
4815
-1,707
1,923,348
-199,128
Year 2
3,108
4838
-1,730
1,932,615
-208,395
--------------------------------------------------------------------------------
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.
782700 Database Version 4.1 Date Printed: 02-08-2023 Source Page 1 of 1

Narrative
2/8/2023
This plan is to update new ownership only. No crops have changed.
-------------------------------------------------------------------------------
782700 Database Version 4.1 Date Printed: 02-08-2023 Narrative Page 1 of I

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown,
where available.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Aces
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
6399
1-1
2.90
2.90
NIA
Foreston
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
6.0 Tons
6399
1-2
3.50
3.50
NIA
Foreston
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
6.0'fons
6399
1-3
4.04
4.04
N/A
Autryville
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
6399
1-4
4.04
4.04
N/A
lAutryville
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
6399
1-5
2.90
2.90
N/A
Foreston
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
6.0 Tons
6399
F5
1.45
1.45
NIA
Autryville
Corn, Grain
85 bu.
Wheat, Grain
45 bu.
Soybeans, Manured, Double Crop
25 bu.
PLAN TOTALS: 18.83 18.83
LI
Potential Leaching
Technical Guidance
Low 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).
782700 Database Version 4.1 Date Printed 218J2023
PCs Page I of 1
NOTE: Symbol * means user entered data.

r.
8 7B
Cd
E.2
O
cd cis
E
0
.2
E
C*
co
2 0:1
0
> 0
o
2
Cd
>1
0
03 E
A
.0,
4�
4
it
Cl
=
9 'o-
CL
Cr
0
0
=5
�s
2 4.
bb 0
o
to 0
<
40.
4-,
0
040-
cr
2
0 0
u
0 :3 al
rr
M 0
0
E
o 0
cd
OJ ,,, o
+2
0 0 C
4,
(U
O
2 15
Cd
�3
j
0
CD
C)
0
C�
a
CD
CI
c:-
C>
lz�
C�
01
C)
C�
C>
a
C,
a
C>
C�
4C,
0
0
C)
0
0
0
(D
0
V--
I
<
rn
rn
rn
vO
O�
w
00
ON
si
0
00
CD
m
0
00
m
W�
6
\0
"r
C>
m
<
cn
m
cli
o
o
0
0
o
a
o
IP
q
0
IP
a
0
0
0
0
0
0
C>
0
0
0
0
0
t-
rn
r-
Oo
r,
a
r-
Oo
r-
rn
ol
Ilp
r-
rn
ON
w
C+
Oo
00
(n
ON
bo
(0
'n
a
W)
N
to
01
W)
C)
0
kn
0
a
w�
w)
"
sr
oo
N
rq
f14
c14
c14
t:o
ob
*b
a
t�b
bb
a
a
ob
to
E
*E
'E
'E
'E
'E
'F-
'E
'E
<
-
-4i
-
-
-
-
-
-
-
rn-
-
C>
0
0
0
0
0
0
C>
0
C)
0
0
0
(0
0
0
o
0
C>
z
C
a
v
In
w)
w)
N
N
CD
c14
7E3
c
c
0
a
0
a
0
c
0
C
0
r
0
0
C>
C�
0
c�
C�
-4
'6
�o
— I
w)
C6
u
LA
>
>
>
>
>
0
ml
&n
V)
coll
2: 1
En
cl
r4
rn
cn
V
r
'Ir
't
N
C14
C:,
r4
c4
M
m
<r
It
q
V
cl
cq
C
a
r.
>
>
>
k
i
o
ol
<
<
I
<
1 0
0
<
<
Ln
Q,
cn
N
T
T
I
iz
o
o'
o'
o'
c,
a,
c,
o'
o,
a,
c,
(21
o'
ol
(7,
a,
m
c,
a,
m
a,
ol
rn
Cl
lo
m
to I
In
lo
m
lo
en
lo
M
lo
m
lo
lo
to
to
m
-a
*1
w
ON
cz
-0
C*
cd
0

w
9 78
)
CK
a
2
� ) \ k
�
\
\
k
C5
Eb
\
\
<
/
/
�
} � k
^
�
�
��
�
15
z
z
u z <
/+k
04
Z
kf
of
\�
a
00
N
'A,
R
WA

N
d
4)
Z
5 78 —
0
0
C>
0
C,
0
C>
0
o
0
C�
o0
0
0
0
0
0
(D
0
C�
0
o
o
0
0
a
0
0
0
0
0
0
c;
0
rq
Ir
C,
10
Ch
r4
O�
C,
14�
r4
G�
C14
C-4
c�
'Rr4
i
rl
m
OD
0
CN
0
0
0
0
r-
0
Cl+
r-�
N
<
C14
rq
0
C)
Cl
C,
C)
0
00
C�
0
0
0
0
0
0
a
c
r.
0
0
bi)
C,
0
CD
C�
op
O�
1
O�
Oo
00
o
0
kn
C14
0
C14
0
of
C14
0
kn
C4
N
C>
C)
0
Clb
on
mb
Ob
op
Ob
ob
th
th
tb
tb
ob
—
—
—
—
—
—
—
—
—
—
—
—
u z
0
C14
0
N0
0
C)
0
0
N
"
W�
eq
�n
N
In
r4
W)
1
O
0
Q
0
M,
—
Q
0
rn
Q
<D
C2
O
C2
0
F-
0
F-
0
F
0
i-
c
0
F-
c
0
c
0
rz
0
O
0=
"V
>
0
V
N"a
>
0
>
0
"a
rz
C
C
E
E
Im
lu
u
0
JD
cn
XS
0
CD
4
4
C)
0
N
en
m
er
-,r
r
7
r4
N
0
0
CD
C.
0
0
eq
N
eq
CV
3
3
0
0
0
0
0
0
C,
<71
ol
<71
al
a,
a,
of
C,
a,
a,
of
a,
a,
a,
C,
a,
<71
10
In
m
10
In
%0
m
10
In
10
m
%0
In
cn
m
�o
Z
O
co
I

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)
6399
1-1
Foreston
0.50
1.0
6399
1-2
Foreston
0.50
1.0
6399
1-3
Autryville
0.60
1.0
6399
1-4
Autryville
0.60
1.0
6399
1-5
Foreston
0.50
1.0
6399
FS
jAutryville
0.60
1.0
782700 Database Version 4.1 Date Printed 21812023 IAF Page I of 1
NOTE: Symbol * means user entered data.

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source, the number of animals in the facility and the plant available nitrogen appl ication
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 betaken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
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
Com 120 bu
150
14.69
20.89
41.79
62.68
b ton R.Y.E
300
29.3$
10.45
20.89
31.34y
LHOay
0bean4
160
15.67
19.59
39.18
58.76
--------------------------------------------------------------------------------------------
782700 Database Version 4.1 Date Printed: 02-08-2023 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 design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity, this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Available Waste Storage Canacitv
Source Name
I Swine Feeder -Finish Lagoon Liquid
Design Storage Capacity (Days)
Start Date
9l1
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
80
1
2
69
1
3
79
1
4
83
1
5
117
1
6
152
1
7
180
1
8
180
1
9
180
1
10
158
1
11
144
1
12
130
2
1
115
2
2
103
2
3
112
2
4
117
2
5
152
2
6
180
2
7
180
2
8
180
2
9
180
2
10
156
2
11
141
2
12
125
* Available Storage Capacity is calculated as of the end of each month.
----------------------------------------------------------------------------------
782700 Database Version 4.1 Date Printed: 02-08-2023 Capacity Page I of I

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass 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).
----------------------------------------------------------------------------------
782700 Database Version 4.1 Date Printed: 2/8/2023 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.
----------------------------------------------------------------------------------
782700 Database Version 4.1 Date Printed: 2f812023 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.
782700 Database Version 4.1 Date Printed: 2/8/2023 Specification Page 3

22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where waste products are applied. Nitrogen
shall be the rate -determining nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five
(5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
----------------------------------------------------------------------------------
782700 Database Version 4.1 Date Printed: 2/812023 Specification Page 4

Crop Notes
The following crop note applies to field(s): F5
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): 1-1, 1-2, 1-5
Small Grain: CP, Mineral Soil, low -leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February -March.
The following crop note applies to field(s): 1-3, 1-4
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.
----------------------------------------------------------------------------
782700 Database Version 4.1 Date Printed: 02-08-2023 Crop Note Page I of 3

The following crop note applies to field(s): 1-1, 1-2, 1-5
Bermudagrass CP, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs I" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 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): 1-3, 1-4
Bermudagrass: CP, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. l to Mar. 31. Cover sprigs I" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 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
Ib/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
-----------------------------------------------------------------------
782700 Database Version 4.1 Date Printed: 02-08-2023 CropNote Page 2 of 3

The following crop note applies to field(s): F5
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): F5
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 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 20-30 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.
--------------------------------------- ---------------------------
782700 Database Version 4.1 Date Printed: 02-08-2023 Crop Note Page 3 of 3

lv� �
41
slgw
q--

F�ilrt y !t 11
ter.
4.4
3 _ "
Y3
t"'r t'y., i Mj� ''k1•{7 L»+F R �yrc y�,�,y,�pkJ h� .��^i3t f
'%'k_'( iF �, `'; A^ ��'i ... '*.M .�'+�dA j�%�:y",'�`j��';'T ,r�-.�K�b r• � f h � ..: ..
hI•
{
L:
S° w
r
�Y
*I T
- L d' .. ?. qtr �r�-`� '�4�'' �yd, �s•� �.ri': i r, �; � � +R�.t,..

Von

Operator:Jimmy Williams(3-6County:
Duplin
Date:
05/30/95
Distance to nearest residence (other
than
owner):
1000.0
feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
x
1417
lbs. =
0
lbs
0 sows (farrow to feeder)
x
522
lbs. =
0
lbs
1800 head (finishing only)
x
135
lbs, =
243000
lbs
0 sows (farrow to wean)
x
433
lbs. =
0
lbs
0 head (wean to feeder)
x
30
lbs. =
0
lbs
Describe other :
0
Total Average Live Weight =
243000
lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 243000 lbs. ALW` x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 243000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
TOTAL DESIGNED VOLUME
Inside top length (feet) ---------------------
Inside top width (feet) ----------------------
Top of dike elevation (feet) -----------------
Bottom of lagoon elevation (feet) ------------
Freeboard (feet) -----------------------------
Side slopes (inside lagoon) -------------------
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH
1.0 1.0 1.0 1.0 268.0
AREA OF TOP
LENGTH * WIDTH =
268.0 198.0
AREA OF BOTTOM
LENGTH * WIDTH =
248.0 178.0
270.0
200.0
50.8
39.8
1.0
1.0 : 1
RIDYA
DEPTH
198.0 10.0
53064 (AREA OF TOP)
44144 (AREA OF BOTTOM)
4
AREA OF MIDSECTION
LENGTH * WIDTH * 4
258.0 188.0 194016 (AREA OF MIDSECTION * 4)i
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTHj6,
53064.0 194016.0 44144.0 1":7
Total Designed Volume Available = 485373 CU. FT''`

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
270.0 200.0 54000.0 square feet
Buildings (roof and lot water)
0.0 square feet
Describe this area.
TOTAL DA 54000.0 square feet
Design temporary storage period to be
180 days.
5 'A.
Volume of waste produced
0�
Feces & urine production in gal./day per
135 lb. ALW 1.37
Volume = 243000 lbs. ALW/135 lbs. ALW *
1.37 gal/day 180 days
Volume = 443880 gals. or 59342.2 cubic
feet
5B.
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
180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C.
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 in * DA / 12 inches per
foot
Volume = 31500.0 cubic feet
W

5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 33750.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
59342
cubic
feet
5B.
0
cubic
feet
5C.
31500
cubic
feet
5D.
33750
cubic
feet
TOTAL 124592 cubic feet
SUMMARY
Temporary storage period____________________>
180
days
Rainfall in excess of evaporation=====______>
7.0
inches
25 year - 24 hour rainfall__________________>
7.5
inches
Freeboard___________________________________>
1.0
feet
Side slopes_________________________________>
1.0
. 1
Inside top length___________________________>
270.0
feet
Inside top width____________________________>
200.0
feet
Top of dike elevation_______________________>
50.8
feet
Bottom of lagoon elevation__________________>
39.8
feet
Total required volume_______________________>
367592
cu. ft.
Actual design volume________________________>
485373
cu. ft.
Seasonal high watertable elevation (SHWT)===>
42.8
feet
Stop pumping elev.__________________________>
45.9
feet
Must be > or = to the SHWT elev.====______>
42.8
feet
Must be > or = to min. req. treatment el.=>
45.8
feet
Required minimum treatment volume=====______>
243000
cu. ft.
Volume at stop pumping elevation=====_______>
285433
cu. ft.
Start pumping e1ev._________________________>
48.8
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
451623
cu. ft.
Volume at start pumping elevation=====______>
432774
cu. ft.
Required volume to be pumped________________>
90842
cu. ft.
Actual volume planned to be pumped=====_____>
147341
cu. ft.
Min. thickness of soil liner when required==>
1.6
feet
gmmwfflu1 •
DATE:
APPROVED BY:
Im
*
*
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN

System Calibration
|Oh)rm@UVD presented in manufacturers charts are based on average operation
conditions with relatively new eqU|p0N8nC Discharge rates and @ppU[ahVO rates change
over time as equipment gets older and components vvwec In particular, pump wear
tends toreduce operating pressure and flow. With continued use, nozzle wear results in
on increase in the nozzle opening which will increase the discharge rate while
decreasing the wetted diameter.
You should beaware that operating the system differently than mmmunnod inthe design
will alter the application rate, diameter Vfcoverage, and subsequently the 8noic@bOD
uniformity. For example, operating the system with excessive pressure results in smaller
dnop|ets, greater potential for dhft, and mnoe/erahaa wear of the sprinkler nozzle.
Clogging ofnozzles can result inpressure increase. Plugged intakes orcrystallization 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 onmregular basis boensure
proper application rates and uniformity. Calibration at least once every three years is
recommended. Calibration involves collecting and measuring flow etseveral locations in
the application area. Any number of containers can be used to ooUmut flow and
determine the g9p|ic@bnn rate. Rain gauges work best because they already have a
graduated nne|e from which to read the application amount without having to perform
additional calculations. However, panm, plastic buckets, 'ana, or anything with o uniform
opening and cross-section can be used provided the liquid collected can be easily
transferred tuuscaled container for measuring.
For stationary sprinklers, collection containers should be located randomly throughout
the application area at several distances from sprinklers. For traveling guns, aphnNenn
should be located along o transact perpendicular to the direction of pull. Set out
collection containers 25 feet apart along the transect on both sides of the gun cart. You
should compute the average application rate for all OOOUnifOrmh«ofthe application. On
m xind|mem 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 ofAnimal Waste Management Systems Manual

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

Lagoon surface ~~ look for:
1. undesirable vegetative growth
2. floating orlodged debris
Embankment -- look for:
1. settlement, cracking, ov^uo^holes
2. side slope mtobi|bv—a|umpu or bulges
3. wet ordamp areas onthe back slope
4. erosion due bolack orvegetation oranmresult ofwave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave oob0n caused by atn»no
winds. These waves can erode the lagoon sidewalls'thereby weakening the lagoon
damn. 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 beused toreduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon
has any ofthese features, you should call unappropriate expert familiar with design mnd
construction of waste lagoons. You may need to provide a temporary fix if there is a
threat of awaste discharge. HoVVevgr, apermanent solution should bereviewed bythe
technical expert. Any digging into a lagoon dam with heavy equipment is o serious
undertaking with potentially serious consequences and should not beconducted unless
recommended bymnappropriate technical expert.
Transfer Pumps ~~check for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, ku»me fittings, and overall pump operation. An unusually loud orgrinding
noise, or a large amount of vibration, may indicate that the pump is in need of repair or
replacement.
NOTE: Pumping 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 time when your lagoon is at its kzw/ 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, nopmiriDg. or borrowing pumps' Probably, if your
lagoon is full, your neighbor's lagoon is full also. You should consider maintaining an
inventory ofspare parts orpumps.
* Surface water diversion fomtunan are designed to carry a8surface drainage
waters (such as rainfall RJDVff, 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 cnrnea from your flushing (washing) avatan) 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

Old Farm 8N���1M�M7
^^/wn ��� '`,,.'�."�°,
Identified problems should be corrected pnomnoUv Kiaadvisable bo inspect your system
during or immediately following a heavy rain. U 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 ofhow 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 hoea exoeooive|y, you may
have anoverflow problem from asurface water diversion Orthere may be seepage into
the lagoon from the surrounding land.
Lagoon Operation
1. Immediately after construction establish o 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 10erode lining nrbank slopes.
8. Drainpipes into the lagoon should have oflexible pipe extender onthe end ofthe
pipe to discharge near the bottom of the |mQoun 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 Ulwarmer wmadheM'
5. It is recommended that a new lagoon be seeded with sludge from @ healthy
working swine lagoon in the amount ofO'25 percent of the full lagoon liquid
volume. This seeding should occur at least two weeks prior to the addition of
wastewater.
M. Maintain @ periodic check on the |oQnoD liquid pH. If the pH foUo below 7.0. add
agricultural lime atthe rate mf1pound per 1O0Ocubic feet Oflagoon liquid volume
until the pHrises above 7.0. Optimum lagoon liquid pHimbetween 7.5and G.O.
7. Ad@rk color, lack 0fbubbling, 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 ig added to m k*000n, 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.

M=
k�
==.r00 AWS310207
° Practice water conservation -- minimize building water usage and op||kaoe from
ka8WnQ vvateners, broken pipes and vv@ShdVvvm through proper maintenance and
water conservation.
• Minimize feed wastage and spillage bykeeping feeders adjusted. This will reduce
the amount ofsolids entering the lagoon.
Management:
w Maintain |aQnnn 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 Onininounn liquid level
and the nnaxinounn liquid level. (Figure 2-1).
° Start irrigating at the earliest possible date in the spring based on nutrient
requirements and soil moisture so that temporary abnno0e will be maximized for the
summer thunderstorm nemaqn' Similarly, irrigate in the |a[o uummor/ early fall to
provide maximum lagoon storage for the winter.
* The lagoon liquid level ohuub/ never be closer than 1 foot to the lowest point of the
dam orembankment.
* 0OD not pump the |@QoOn liquid level lower than the permanent storage level UD|eSs
you are removing sludge.
° Locate float pump intakes approximately 18 inches underneath the liquid surface and
aofar away from the drainpipe inlets as possible.
° Prevent additions of bedding mabahm|a. long-stemmed forage or vegetation, molded
feed, plastic syringes, orother foreign materials into the lagoon.
* Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
w Maintain strict vegetation, rodent, and varmint control near lagoon edges.
* Do not allow trees orlarge bushes 10grow onlagoon dam orembankment.
° Remove sludge from the |@QVVn either when the sludge storage capacity is full or
before itfills 5Opercent 0fthe permanent storage volume.
° If animal production is to be 1enninated, the owner in responsible for obtaining and
implementing a closure plan to eliminate the possibility of a pollutant discharge.
Sludge Removal:
Rate oflagoon sludge buildup can bereduced by:
5

° proper lagoon sizing,
° mechanical solids separation offlushed waste,
° gravity settling of flushed waste solids in an appropriately designed basin, or
w minimizing feed wastage and spillage.
Lagoon sludge that keremoved 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 ocustom applicator.
° Mix the sludge and lagoon liquid with ochopper - 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 fonageland
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
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 bediscussed indetail iDChapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage.
Close attention by the pumper ordrag-line operator will ensure that the lagoon liner
remains intact. |fyou see soil material orthe synthetic liner material being disturbed, you
should stop the activity immediately and not nemurnu until you are sure that the sludge
can heremoved without liner injury. |fthe liner isdamaged itmust berepaired aosoon
an possible.
Sludge removed from the lagoon has o much higher phosphorus and heavy metal
content than liquid. Because of this it should probably be applied to land with low
phosphorus and rnota| have|a` as indicated by soil test, and incorporated to reduce the
chance of erosion. Note that if the sludge is applied to fields with very high soil -test
phomphora, it should be applied only at rates equal to the onup removal of phosphorus.
As with other wastes, always have your lagoon sludge analyzed for its nutrient value.

ArkoploW,
AWS310207
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.

DIVISION OF WATER QUALITY (DWQ)
EMERGENCY MANAGEMENT SERVICES (EMS)
SOIL AND WATER CONSERVATION DISTRICT (SWCD)
NATURAL RESOURCES CONSERVATION SERVICE (NRCS)
COOPERATIVE EXTENSION SERVICE (CES)
AWS310207
910-796-7215
910-296-2160
910-296-2120
910-296-2121
910-296-2143
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort
to ensure that this does not happen. This plan should be posted in an accessible
location for all employees at the facility. The following are some action items you should
take.
1. Stop the release of wastes. Depending on the situation, this may or may not be possible. Suggested
responses to some possible problems are listed below.
A. Lagoon overflow - possible solutions are:
a) Add soil to berm to increase elevation of dam.
b) Pump wastes to fields at an acceptable rate.
C) Stop all flow to the lagoon immediately.
d) Call a pumping contractor.
e) Make sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include:
a) Immediately stop waste application.
b) Create a temporary diversion to contain waste.
C) Incorporate waste to reduce runoff.
d) Evaluate and eliminate the reason(s) that cause the runoff.
a) Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers - action include:
a) Stop recycle pump.
b) Stop irrigation pump.
C) Close valves to eliminate further discharge.
d) Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators - action include:
a) Stop recycle pump.
b) Stop irrigation pump.
C) Make sure siphon occurs.
d) Stop all flow in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks -
possible action:
a) Dig a small sump or ditch from the embankment to catch all seepage, put in a submersible
pump, and pump back to lagoon.
b) If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil.

c) Have a professional evaluate the condition of the side walls and the lagoon bottom as soon
as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone #, After hours,
emergency number: [phone]. Your phone call should include: your name, facility
number, telephone number, the details of the incident from item 2 above, the exact
location of the facility, the location or direction of the movement of the spill, weather and
wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice / technical assistance phone number.
4. If none of the above works call 911 or the Sheriffs Department and explain your problem to
them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize offsite damage.
a. Contractors Name:
b. Contractors Address: 'r. o. 6OV. t o U Ae u JO V I Ur 4Jt a-$S't 8
c. Contractors Phone: lPROOmANw Z5'z - 5-(A- 2c.,6F &
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: +� �refAki kEr1�Et�
b. Phone: 10 - a89 - 03915"
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify
the damage, repair the system, and reassess the waste management plan to keep
problems with release of wastes from happening again.

Old Farm AWS310207
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
solids from gutters as designed.
() Remove bridging of accumulated solids at
discharge
—Lagoons and Pits
Crusted Solids ( ) Maintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30% of surface.
Excessive
Decaying vegetation(✓)Maintain vegetative control along banks of
Vegetative Growth
lagoons and other impoundment's to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders
Feed Spillage (} Design, operate and maintain feed systems (e.g..
bunkers and troughs) to minimize the accumulation
of decaying wastage.
() Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulation of feed (} Reduce moisture accumulation within and around
residues immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
() Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Accumulation of animal (} Eliminate low area that trap moisture along fences
Areas wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal.
(} Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e. inspect for and remove or break up accumulated
solids as needed).
MIC —November 11, 1996
L

Dry Manure Handling Accumulations of animal {) Remove spillage on a routine basis (e.g. 7-10 day
Systems wastes interval during summer; 15-30 days interval during
winter) where manure is loaded for land application
or disposal.
(} Provide for adequate drainage around manure stockpiles
(} Inspect for and remove or break up accumulated wastes
in filter strips around stockpiles and manure handling
areas as needed.
The issues checked (ri pertain to this operation. The landowner 1 integrator agrees to
use sound judgment in applying insect control measures as practical.
1 certify the aforementioned insect control Best Management Practices have been
reviewed with me.
([_ downer Signature)
For more information contact the Cooperative Extension Service, Department of Entomology, Box
7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC -- November 11, 1996
it

no
O
C\i
M
CV
tw
in
3:
0
W
41
m
E
m
Lrj N
ui
>
41
u
a) M
m4,
4T
:3 in
1
-
4,
a)
>
41 41
a)
V,
0
L- 41
4
0' 4
a)
O
C a)
r Qj
0)
-C
IT 4�
Q
—
Cr
C
41 M
W
o
cr
C 0
U M
41
0
in
0
15
(A
- u
-0
ED
a)
o 0.
0
w
co
U 41
0
-C
41
0
0 m
M
4j
>
5 —
C 0
c
c
.0 in
m Z
0 M
C: >�
.- c
(U
ui
0
in
E
0
0 u
<
c z
ZE
C
w
E
E
0
u
4)
0
m
u
C
0
1�
>
0 :3
CL
0
CL 0
M 4�
0 0
CL
GF
4:1'
u
CL
0
41
0 c
CL
t 41 U 0
*Z,
0
Co (V
> :5
L 4-1
c
0
m
on
c 13 -0 c
w - c 0
4WI
(U m u
n
m
m
4,
in W
41
o m
-L- "a c
CL
(A
m z o an
cr
o
0
'C' b.0
(u au) 410,
c
OL
> ill
-0 >. =
N
>
m
C M :t
mom
Qj m
304S
0
>
C 120 (1)
CL
CO
0 C
(U CL M
0
4�
C:
CD
o > 0
0
a)
>
C
D
CL M
m _0 u
0
-0
u c
4J
>
t
c E
>
CL
*0
a
C:
.s
m
CL
4T *i6
41
E
0
4-
FOU El
m
ME
M
LA
LLJ
0
CC
0-
>
.2
p
41
m
CL
CL
L-
(U
M
E
u
CL
CL
r
41
m
E
w m
4-- CL
0
m
sue,
(u
0
cr
0
ai
(U
>-
0
m
cc
cr
(U
an
m
CL
w
'0 .41
E
-Fu
> W W
t
0 to tw
L- M m
CL
0
r-
rC
CL
al —
cu
m M m
a
C:
(U
C W
m
4.1
E m t
0
=
m
-0
w
C 0
'A
,
c
0
-0
—
Acu
ou
tun
(,,u
Lw
m
m M
t y 6 0-
.0
cu
—
CL
0
�A
0
E
0
E u m c
41
m
o
ba
u a-
A
M
u
W co
-R
0 z 0
m 0 c
CL
w
CL 0 0
ja >.
41 X
0
0 W
E -5
up
0
El
El
Fl
z
uj
c
0
m
W
c
0
u
c
w
4�
0
0
CL
E
E
:R
u 0
Lm- u
0
<
w
m w
0
u
c
c

4-0
Ja
V
O
L
G
O
V
0
0
C
a�
w
tap
m
c
m
W
m
3
E
m
.7
tt
0
M
0
E
.E
Q
C
�G
in
p
N
++
00
�
t6
o
Q
i
N 0
SO
cu
N N
L
O
U
0
0
`0
4-
0
c
0
Ln v
LA
0
°
>• c
(U
c
�p
o
h M
U
Ln
'L
0 MW �
-0 >
Ln
v} c
3
0 4' a
tn
t= 0 >
in m
0
o,
41
c
c
v,
41
0 s 3
0
° _ ao
c
Y 3 n
> v
t0
0 of +- 4N
0
q�
++ tL
.m
N
Y =
+- mp
cn
X .� iA S
'CS I
0
+
@
N
0 4'' ->
Q m6
-0 E L —IA
rn
a
41
Q o v 3
0
v `°
° m
0
t
4v� Y
M
41
u M c"
v
N
=w
c1
C 0 N
W� c�
M
�.��u
N ,
ua
a
❑❑O
❑OD
❑
❑❑O
D
tU
F
`a
to
IA
7
I
t0 to
0 0 3
z
m
�-
"
kn
Y
o
;P
u '^ 0
N
m
M
:
0. 0
c
.�,
'
0
to t'
0
to
N
0'
6
U N
O
LL
O
a -0 Q
Q
V)
f0
N
v
y
m
in to
N
E
a v
�,
c c
t
v
c cFa
an
-C
o
_(D v ni
-a U U
@
A-+
U
-0
G G
Q ._
L
>
0
t6 m @
0
C
L
�f-
G
d N Ln
72
-0
> Q Q
V01
.22
Ln
M 0
c M 4-
0
N
c
CL 0
0
Q�
00
°
a
a
o
41
v 'A'
fo —v�i
°o
c
E 4- an
a
tA
v
ov > c'�
> Lnv
U
a
00 hc0
4
a)yi
Y.
L7 i
-0`t C
m
0 v
m
°'
0 v Q CO
a)3
w
= L
O
M 4-+1 .+1
M
y 4 - 0 N�
Z
N C C c
tX
N
�e m Y 0
z
O9N ❑OO❑❑
0
0
0
O
U.
d
i
z
Q
>
0
m
Q
CO
qU
`^
0
t-
ui
o
0
rn
0
N
Ln
N
h
I
ui
w
7
O
m
Q.
a
il
4-
0
N
v
ao
m
a

I
to
0,
al
m
ze
#A
E
E
0
u
11
u)
-0
0
tn r-
y
E
"a 0
CL
u
m
4-1 "
c
o
vi 4'
41
0 >
x
•
+1
i2
o
c
c
w
(v
:3
cr
N
E
:3
CL
LA
"a
C
(V
E
4,
m
0
>
41
m
00
E
x
W
Ln
Ec
>
L-
m 41
C
m
r
.4)
=
41
m u
jF
21
LA
c
0
m
uj
z
o
E]
0
z
pp
uj
>
(A
0
z
0
a:
-0
4c
0
co
--
a)
Uj
(A
4, 4�
'A I
5
=3 0
0
>
rn
0
Ln
ui
ui
0
CL
> > >
Ln
ID
0 0 0
a 0- CL
0
41
CL CL CL
m m m
I
+1 41 +1
41
m
41
:3 :) =
CL 0. CL
m
to
c c c
z
x
t t t
(L)
Ln
m m M
CL CL CL
-C
41
m
0)
41
.>
0
>
41 41 41
V
C7
cr (7
co
0) a)
m
v
41
c
0
m m m
m
u
t3o
m
0-
co
41
CL (A
0
m
(A
a)
u
u 4)
x m
0
(A
m
a
a
4�
41
01
a
W
(V
a)
c
0
IA
0
0
0u
CU
c
0
w
E -a 0
0 W 4- CL
4a
,wE 0
E
*+-'
1
as 0 0
c
0 CL u
W
W
-@
u
V)
M 4-1
L.
'0
"a (A
w w
,
4-1
w
_0
o to o
M -0
m
Ln 0
C:
o
,
"
0
0
-W
U tA
m
w
0
-
0
_0
w
(A
m
>
W
4-1
cu
u o (u
0 d a
CL
>
o
'—
L.0
4.,
0-
M
E
—
0
>
m
4T 4-
W CD
a) w
w
4-1
%-
4,
0
co
0 cu
> CL
0
=
c
duion
0)
4, w 'E
E w 0) -c
w
cu
m
Cr
c r-A -0
r-
0
-
vs
-C
u 0
cac, LWL => 0-
El 01 On
1:1000E]
n
El
ui
z
LU
(U
z
m
z
IA
m
w
r_
<
cck
IA
:3
0
.0
0
0
LU
(A
4- 0
E
IAui
4�
'A
0
(U
D
E
=)
co
0
0
§
Ln

0
no
O
C
u0
L.
0
"a
0
1
4.0
C
w
E
pq
4-0
W
m
3
E
LL
0
U
H
m
m
0
0
c
0 0 tko 0 0
0 "a tto
fD
txo (L)
m M 4) 41
> (U 0
0 c
E E m 41 o
0 .2 :3 L- z :) .—
w — :3 c 0 41
4- -0 0 -0 c m E m
w > W m 0
41 (U 0 1 0
u
'nU4, 0
0
M M W
0. QJ CL
a) " >
IA CL E U w 0
0 " c m 0 = > u
I+- m =5 Vs U o
41 C 0 (L) I m c (A
pD 0 u t .0 CL w- to o
0 E- m m o 0 >. 0 0 c 0
m 0 41 (Lj — CL 0 0 Up a)
Uom"m
ip
Ob M
0 0 41 W fA
4) o u in tn 0 —M —0
(U
(L) 110 W W u 20 —0 0) CL
W 0 4) M
CL "M C-L M rr - X — '- —
I- o -0 .0
CL U — " +, 0 �o , 0 — M E (n
Qj 0 Q. U L- W C (U - W U a-
> (U 0 M 'A Q>' E
(u S
— L-
L-
E
> a. C'L 0- CL .—
L
u cu =3 0) m c (U w m " w 0 0 c
x cu
ui 5 < c D 5 m o
El El El III D N El E] El El El El
w
O Z
co C:
w 0
CL
(U
u C >
(U
z c 0 •
0 -6
73 .0
0
V 0. m
CL 'a
m
cr w cu
w < Ln > CL
QJ
u
CL
M
0
w
r
w
0
0
E 0
tto >-
M 0
E
0
— A (1) 0
0
U
to CL
0 m
W 41 L-
a)
" 0
M 0
E w
CL
M C:
:3
E CL
CL
m
0 0
r u W
-id
E m u 0
V
c
0 CA
-0 (U
m
0.
m E o
40 0 0
7
Q) 5
m V) L-
E
C tw
CL CL
(D a)
4, tA
m m
0
0
CL CL U-
CL 41
0
m
A n
z
0
tw
CL
2
0
c
o -0
z 0
0)
LA
0
cc
0
VT
a)
to
m
0-

V—
O
CV)
U)
E <
L-
co
LL-
ui
C
-0 Z L
0
(A
4-0
.
O
0
M
0
E
m
c
m
ar
3:
E
L.
m
LL
a
ui
M
z
P
z
0
u
z
0
2-
0
0
(U
0
to
4-
m
0
ai 0
>
0
-0
c
0
(A
47
m L0
-0
*zl-
M
.0
QJ "
4D CL
0
0.
0
c
C
0
r/i
Ln
I=
0
CL -C
m
u
c
to Nt
In
m
-C
41
c
>
u
(U
-C m
41
4-1
4�
c
c
cu
>
dl W 41
E a M
,
0
14--
0
4-
0
"0
CL
E
"
'A
0
0 4.1
u
.2
0
(U
"M
0
0
E
N
>�
m
41
to
9
0 0 0
c
tn
c
.2
c
CL
m
Qj 4:�
'C:
41
4-1
m
u
0
CL
c
0
C -0
m 0 ,
>-
0.
c
L
W4
CL
0
'A
C
to
c
> m 0
0
W
0
0
c
0 (o
(U "a
CL 4,
91
E
�&, v
m
=
V) ,
(U
CL
CLO
m
3: u
to
bD
4A
M M
V)
M
m
(v
m
CU
c
" to
0 w
a
(u
>-
Ln
M
in +,
E
>
o. >
0. 0
:3
=3 EL
W
r
m
0) 0 vOi
+1 =
0 m
>
m
V�
c
u u CL
c 0
0
V) 4, (U
> w —
0
0
r
=3
=$ m
u
41
o
�A CL
E
ta 0
U
c
0
0
to
to
tko m
to CL
.2:
CL
to
c
U m
C
•
C: E
•
0
41
0 4)
(1) 0
41
4u,
CL
CL
>
m
(A > " 0)
4) m CL u
c
'n -2� co
0
rL •
a) -C
W
1
M
N 41
C
CL
CL CL
S
m
"
0
0
a 0 -C w
c
0
w w -4C-
0 0
LL
LL 41 0::
D D 0
Fol
0
0
0 0
F El El
Ln
ro co m "a C 0 C
41
" m 0
0 0 0 U
0
0 (A CL
0) 4A CL C C W
u t0 O to 0 0 C
(ij 41 41 do4) (a m
> -0tw -0Oo Y Y >. 0)
M — — tko -0
=s CL Q. C .-
a) A a CL of -
0 " m m C
M 0 o -0 CU
> 4.1 4- 41 C: , -0
0 m "a L- M c
u E u (U
CL = 0 0 — .0- IA
o m CL = 'r- 0 •
+1 m
CL 41 CL 41 M Q)
cu m w u
00 , E O w w
tio >
c -;,- m
o m to 'n :E M E . 0-
t 4- u m CL m M 4� u 4-;
r 0 " .
0
0 u w w w ±w ca
CL CL - -� o =
"0 m E
0
CL w 0 u 41
F- < S CL a a 0
A --f Ml��Mlmmm
0
m
UJ 0
(D o
0
a4
0
Ln
4)
CL

11
Q)
m
EQv))
c
0
'a 0
aj
Cc x
s- LU
(U
> > > >
0 0 0 0 > 4-
tW 00 bD OD '.P
M
c mmmm"w
0 0 0 0 0 0
u u u u u w >
C r- C C r- C . . . .
,x m m
"0 u
z 3 3 3 3 3 3 3 3 3 a: z
0
do
u
0
(U
E
4,
C
(U M
u
tw E
0 m
(u C:
0
C
0
bD
c m
0
m
0
Ln
Cl
to of
C m
CL (v :3
m
E u: E
a- W
0
r-4
0
ILL E o cr w
CE w cc
cr-
0
CL W
'r,
in c
CL0 M 0
0
U-
ca u (U
= u
U-
c c a`
cL ::' (U
E -u w w 0
m
Qj <
w o E E v)
41 I" E
1- 0
W W
In w N
w 41
0 0M
-0 0
> M M M
c c 0
0 (u
m m
< 1m
2 c
w
.. a
4�
4-1 w w c o 0 41
m
E
c w tw w
w m -0
-0 0 bo
E
w
to 41
M M C a-
0 m w 2 :E ,
0 E Q E E
E
w
-E m I- (U r- '
41 c m E -c m 4,
o
c m LL 0 — In
c 41 �, 0. >.
(U t
w 0 M C M-�,
w >
E m
" 0
m
Lmi- Lim
- !; .0
c 4- w 0
UO c c
r CL
m w
0:
0 tB .2 o :3
V) C
<r
0 C C 41 C
<'j6bDuu oom
m
:3 Z
-0 -0 'Z-- Lan-
E o
0 m
u C 0
-0
E< 0
rq C4 0 C: 13- 0•-
u ,
;" 0 W W -Fa Ln 00 C4 qr
C 00
M m 0 C C in rn M It 'It
'-
Lj bO - -0 -0 -0 -0
tA tw
ro
C -j V) V) 4+ 41 M M M M
wv
C
I I I w w c a c c
E u m oo 10 -s-- -r- m m m m
0
a) < 00 00 00 Ln Ln
tio V) V) V)
u
m Cb (1h ob C� u u 0 (A (A Ln
CMONNMMUUUUUV)
42
w
m LA H r-i H U- U- cc cc cc cc
c c
LLJ LU LU LLJ LAJ Z Z Z Z
< < < <
M .0
In ri
L=<
.wMMMMUUUU:3Q.
< < ui Lli Lu Lu ui Z Z Z Z
Z 0
0
W
Q)
w
m
CL
u
0
c

Old Farm AWS310207 26, 2018
����°w��`K=��� �������������K���=�� ��^=�N�������
Mortality Management N�N���QN����~�
� ��
Indicate which method(s) will be implemented.
When selecting multiple methods indicate -primary versus secondary option.�
Methods other than those listed must beapproved bythe State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface ofthe groundwithhn 24hours oyknowledge of animal
death. The buha|must beet|eow 300foe from any Oowi stream urpubUo body of water
--- --- 8.106-403). The bottom ofthe burial pit should beedleast one foot above the seasonal
high water table. Attach buria||ooaUonmapondp|an.
�� �� L�d��mu�u�a��wa���n�v bvNCOEQu��GS15ANCAC
| U | h ~r~ ^,_..--- ^1313.0200.
Rendering mterendering plant licensed under G.G.1O8- 887.
Complete incineration according toO2NCAC52C.U1U2.
the NC Department of Agriculture & Con-
sumer
cServices Veterinary ompostingapproved���i permitted copy'ofp If compost iodistributed off-fonn.
additional requirements must be met and opermit is required from NCDEO.
In the case of dead of a size and design a�n��by�� U | U poultryonly,disposal
`--� �--, NC Department
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
| U
�-� Mass mortality plans are required for farms covered bvanNPDESpermit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methodotobeusedformooamnorto|dy. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
m A catastrophic mortality disposal plan ispart of C/WMP andisactivated
when numbers ofdead animals exceed normal mortality rates mwspecified Uythe State
Veterinarian.
° Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
° Mass burial sites d itiona|pnnnKcondiUono(nahertofaci|ity'oonimo|
waste management system pamn|U.
° In the event of imminent threat of a disease emergency, the State Veterinarian mayenact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
4'�S;ignature of Farm Owner/Manager
����/������
�/n�/����^x
Date
����y������
�/ o �/��v��^»