820013_Permit Renewal Application 2019_20190410

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, 2019, 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 3,2019.
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.
Farm Number: 82-0013
Certificate Of Coverage Number:
AWS820013
2.
Facility Name: Warren Swi e Farms i King Farm)
3.
Landowner's Name (same as on the Waste Managemenr Plan):
Warren Farming Comp�m
4.
Landowner's Mailing Address: PO Box 223
City: Newton Grove State:
NC
Zip: 28366
Telephone Number: 910-594-1701 Ext. E-mail:
5.
Facility's Physical Address: 587 Blake R
City: Newton Grove State:
NC
Zip: 28366
6.
County where Facility is located: Sampso
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"):
Minliy-Brown LLC
10.
Operator Name (OIC): Brandon L. Warren
Phone No.: 910-385-5095
OIC #: 19126
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 - Wean to Feeder
6,659
Swine - Wean to Finish
10,378
Oneration 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
Putlets
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 Poultr,%
Gilts Other
Non Laying Pullet
Other
Layers
WAS

ROY COOPER
covemor
MICHAEL S. REGAN
See mtar y
LINDA CULPEPPER
0fream
NORTH CAROLINA
Ehvkonmentaf Quality
February 27, 2019
Warren Farming Company
Warren Swine Farms (King Farm)
PO Box 223
Newton Grove, NC 28366
Subject: Application for Renewal of Coverage for Expiring State General Pen -nit
Dear Pennittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available
at https�//deg-nc.gov/about/divisions/water-resoLirces/-,vater:qMalitv-regional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure ,our continued coveraae under the State Non-Discharpe General Permits. you must submit an ariplication for
ermit cover e to the Division. Enclosed �ou will find a "Request for Certificate of Coverage —Facility Currenth Covered by an
Expiritw State Non-Discharpe General Permit." The application form must be completed- signed and retumed b% April 3, 2019.
Pleme note that �Qu must include one (1) copN of the Certified Animal Waste Management Plan (CAWMP) with -the
Lo-m-pleted and signed amilication form. A list of items inc al
gpplication forin.
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 NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9 100.
Sincerely,
A �_' �
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc (xv/o enclosures): Favettevil Regional Office, Water Quality Regional Operations Section
Saml2son County Soil and Water Conservation District
AFOG Section Central Files - AWS820013
Mur -Brown LLC
,_p,hv
N�nf- Ca -a r a Depavrert af ErN r,7r rre,ta QLa t�' I Dvs D� Df Wste� Reso.,oes
4:5 �Iw Wl� 512 N, Sa sbi. y St I iS3S Va Se�i ze Zerte- I Re e g-, NDTt� Ca-, ra 27S99-163S
N.Op— 919_7W 2��DO

13. Waste Treatment and Storage Lagoons (VerifV the following
information is accurate and complete.
Make all necessary
corrections and provide missing data.)
Estimated
Liner Type
Estimated
Design Freeboard
Structure Date
(Clay. Svnthetic, Capacity
Surface Area
"Redline"
Name Built
Unknown)
(Cubic Feet)
(Square Feet)
(Inches)
# I
Unknown
127,581,00
13,580.00
19.00
# 2
Unknown
139.106.00
15,096.00
19.00
# 3
Unknown
533.796.00
34,300.00
19,00
# 4
Unknown
1,150,956.00
119,025.00
19.00
# 4A
Unknown
232,859.00
32,026.00
19.00
#5
Unknown
312,820.00
44,944.00
19.00
LAG I
LAG 2
LAG 3
LAG 4
LAG 5
Mail 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) to the address
below.
The CAWMP must include the following components:
I . The most recent Waste Utilization Plan (WUP), sip ned b,. 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 everN 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
I 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, waste transfers. etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAW.NIP items above to: 20I9PermitRencwal'incdenr.gov

t
A
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.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):
Name: 'AA ,�K Fo,,.,,j 4 6CA I J WCW,4- Title: J.—A
Signature: Date:
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE CONTLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR -
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: 2019PermitRenewalgncdenr.gov
FORM: RENEWAL -STATE GENERAL 02/2019

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
# I
Unknown
127,581.00
13,580.00
19.00
#2
Unknown
139,106.00
15,096.00
19.00
#3
Unknown
533,796.00
34,300.00
9.00
#4
Unknown
1,150,956.00
119,025�00
19.00
# 4A
Unknown
232,859.00
32,026.00
19.00
#5
Unknown
312,820.00
44,944.00
19.00
LAG I
LAG 2
LAG 3
LAG 4
LAG 5
Mail 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) to the address below.
The CAWMP must include the following components:
I . The most recent Waste Utilization Plan (WUP), signed by the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
c. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site 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. Lagoori/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, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: 2019PermitRenewal*_ncdenr.gov

WASTE UTILIZATION PLAN
Tuesday, August 30, 2011
Vt,)al-I 3
Producer:
Warren Swine Farms,
Farm Name:
King Farm 82-13
P 0 Box 223
Newton Grove,NC 28366
Telephone #:
[phone]
Type of Operation:
Combination Swine Farm
Number of Animals:
1-7437
� �' swine design capacity
Application Method:
Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the animal waste should be
used to reduce the amount of commercial fertilizer required for the crops in the fields where
waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soil tests are strongly
encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be
grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
contents of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and avaialable water holding capacities. Normally waste shall not be applied to
land eroding at greater than 5 tons per acre per year. With special pre -cautions, waste may
be applied to land eroding at up to 10 tons per acre per year. Do not apply waste on
saturated soils, when it is raining, or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed under DEM regulations. Wind
conditions should also be considered to avoid drift and downwind odor problems. To
maximize the value of the nutrients for crop production and to reduce the potential for
pollution, the waste should be applied to a growing crop or applied to bare ground not more
than 30 days prior to planting. Injecting the waste or disking will conserve nutrients and
reduce odor problems. This plan is based on waste application through irrigation for this is
the manner in which you have chosen to apply your waste. If you choose to inject the waste
in the future, you need to revise this plan. Nutrient levels for injecting waste and irrigating
waste are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. Acreage requirements should be based on the waste analysis report
from your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for ananlysis. This waste
utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
Page 1 of 11

AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
1-7M swine X 1.31 tons waste/swinelyear= 22382.2 tons
170-37
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
t74ffswine X 1.59 Ibs PAN/swine/year= ?7D66-2 PAN/year
17037 5.3 f MIVI
.23, 'W,_
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on the crop to be grown,
soil type and suface application.
TRACT
FIELD
SOIL TYPE &CLASS-
CROP
YIELD
LBS AW COMM ACRES
DETERMINING PHASE
CODE
NIACRE
N/ACRE
4621
1
WAGRAM 0-6%
BC
5.5
260.04
0
5.66
4621
1
WAGRAM 0-6%
SG
1
50'
0
5.66
5705
1
IWAGRAM 0-6%
C
75
93.75
0
6
5705
1
WAGRAM 0-6%
W
40
96
01
6
5705
1
WAGRAM 0-6%
S B
2 3
92,
01
6
5f06
2
1FACEVEDE 0-2%
BH
6
300-
0'
2
5705
2
IFACEVILLE 0-2%
SG
01
4626
2
iWAGRAM 0-6%
SH
5
275
0.
3.7
4626
2
!WAGRAM 0-6%
_EV_ _1L _LE_
SG
1
50
0
3.78
11723
2
15Z 0-22-
BH
6
300
0
10
11i23
2
IFACEVILLE 0-2%
SG
1
50
0'
5705
3
�NORFOLK 0-2%
c
1 1 5
143.75
0
6.16
5765
3
iNORFOLK 0-2%
w
60
144
0
6.16
5705
3
'NORFOLK 0-2--%--
SB
35'
140'
0'
6.16
4621
3
WAGRAM 0-6%
BC
5.5
260.04
0
18.8
4621
3
WAGRAM 0-6%
SG
1
50
0
18.8
5705
4
WAGRAM 0-6%
c
75.
93.75,
0
11.48
5705
4
iWAGRAM 0-6%
W
40
96
0
11.48
5705
4
WAGRAM 0-6%
SB
23
92'
O�
11.48
4634
4
1"IiOR'FOLK 0-2%----
C
115
143.75,
0;
12.75
=46L4
NORFOLK 0-2%
w
60
144
0
12.75
4634
_4_
4
INORFOLK 0-2%
SB
35
- -
140
0.
12.75
4625/6
P1
NORFOLK 0-2%
C
115
143.75
0
26.4
4625/6
P1
;NORFOLK 0-2%
w
60
144
0
26.4
4625/6
P1
'NORFOLK 0-2%
SB
35
140,
0
26.4
4621
P2A
WAGRAM 0-6%
C
75
93.75
0.
14.47
4621
P2A
WAGRAM 0-6%
w
40
96
0
14.471
4621
132A
WAGRAM 0-6%
SB
23.
92'
01
14-471
4621
P213
WAGRAM 0-6%
c
75
93.75
8.831
4621
P213
WAGRAM 0-6%
w
96--.--
0
8 * 831
4621
P2B
WAGRAM 0-6%
SB
.40:
23
......
92
0
-
8.831
4621
P3
WAGRAM 0-6%
c
75
93.75
0
29 96'
i----
4621
P_
3
WAGRAM 0-6%
w
40
95
0
29. r
4621
P3
WAGRAM 0-6%
SB
23
92
0
29M
TOTALS:
LBS, AW APPLIC.
USED TIME
1471.83 MAR-SEP
283, SEP-MAY
562.5; FEB 15-JUN
576: SEP-APR
5521APR-SEP 15
600! MAR -SE P
1001 SEP-MAY
1039.51 MAR-SEP
189. SEP-MAY
3066' -MAR-SEP__
500; SEP-MAY
885 .5! FEB 15-JUN
887.04, SEP-APR
862.4,APR-SEP 15
4888 . 75 MAR-SEP
401 SEP-MAY
1.076.25;1 FEB -1 5-JUN
1102.081 SEP-APR
1056.16iAPR-SEP 15
1832.81:1 FEB 15-JUN
1836! SEP-APR
17851APR-SEP 15
3795. FEB15-JUN
3801.6' SEP-APR
3696,APR-SEP 15
1356.56, FEB 15-JUN
1389,12: SEP-APR
1331.24iAPR-SEP 15
827' 813, FEB 15-JUN
847.68; SEP-APR
812.36,APR-SEP 15
2808.75 FEB 15-JUN
2876.16! SEP-APR
2756.32iAPR-SEP 15
32668.3
- Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
reauirments. Beqinnina in 1996 the Coastal Zone Manaaement Act will recluire farmers in
Page 2 of I I

soine eastern co�nties-of NC to have a nutrient manage;ient plan that addresses all
nutrients. This plan only addresses Nitrogen.
Page 3 of 11

I TABLE 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land. See required specifications 2.)
There are no Acres Leased
— Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
* Acreage figures may exceed total acreage in field due to overseeding.
**Lbs AW N (animal waste nitrogen) equals total required nitrogen less any commercial
nitrogen (COMM N) supplied.
The following legend explains the crop codes used in TABLES I and 2 above:
CROP CODE CROP
�C CORN
iBC HYBRID BERMUDAGRASS-CONTROLLED GRAZED
iBH HIMRID BERMUDAGRASS-HAY
iSG SMALL GRAIN OVERSEEDED
SOYBEANS
1W WHEAT
UNITS
LBS N/UNIT
BUSHELS
1.25
TONS
50
TONS
50
AC
50
BUSHELS
4
BUSHELS
2.4
Page 4 of 11

' TOTALS FROM TABLES I AND 2
ACRES LBS AW
N USED
-----i5C219---. -3�,668
TOTALS: 156.29; 32,668
AMOUNT OF N PRODUCED:
,� 3,
'BALANCE /-5,602 — q, 130
*** This number must be less than or equal to 0 in order to fully utilize the animal waste N
produced.
Acres show in each of the preceeding tables are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter
areas not receiving full application rates due to equipment limitations. Actual total acres in
the fields listed may, and most likely will be, more than the acres shown in the tables.
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of
sludge at agronomic rates. The sludge will be nurturient rich and will require precautionary
measures to prevent over application of nutrients or other elements. Your production facility
will produce approximately 4346.02 pounds of plant available nitrogen (PAN) per year in the
sludge that will need to be removed on a periodic basis. This figure is PAN when
broadcasting the sludge. Please be aware that additional acres of land, as well special
equipment, may be needed when you remove this sludge.
See the attached map showing the fields to be used for the utilization of waste water.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the soil at the time of
irrigation such that runoff or ponding occurs. This rate is limited by initial soil moisture
content, soil structure, soil texture, water droplet size, and organic solids. The application
amount should not exceed the available water holding capacity of the soil at the time of
irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the
crop.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 5.92 months. In no instance should the volume of
waste being stored in your structure be within 1.58 feet of the top of the dike.
If surface irrigation is the method of land application for this plan, it is the responsiblity of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in Tables 1 and 2. Failure to apply the recommended rates and
amounts of Nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application rates and amounts.
TRACT
(11 M
--FIELD---- -
-2
— —
FACEVI
11723
2
FACEVI
4621
1,3
*P2A,*P2B,*P3
WAGRA
WAGRA
f46�21
4621
*P2A,*P2B,*P3
WAGRA
4621
*P2A, *P2B, *P3
*P1
WAGRA
WAGRA
4621
4625/6
NORFO
4625/6
*P1
*P1
-2
2
NORFO
NORFO
4625/6
46t2
VVAGRA
WAGRA
�4626
4634
*4
1 �6 1: uvo I
APPLICATION APPLICATION
SOIL TYPE CROP RATE (in/hr) AIVIT (inches)
LLE 0-2% SG 0.40
LLE 0-2% BH 0.40
M 0-6% BC
M 0- 6% c 0.60
M 0-6% SB 0,60
M 0-6% SG 0.60
M 0-6% VV 0.60
LK 0-2% W 0.50
LK 0-2% c 0.50
s
LK 0-2% B 0.50
M-
' 6-69/6 SG 0.60
M 0-6% SH 0.69
H .— 0. — -----
-2% c 50
Page 5 of 11

�14634 *4 NORFOLK 0-2%
S6 50 -1
14634 NORFOLK 0-2%
-0-6-%-
0.66
115705
w 0.60 .1
05 0-2%
BH 0.40 -*1
F7FACEVILLE
5705 FACEVILLE 0-2%
SG 0.40 .1
115705 N6 O�L k--O--2-%-
c 0.50 *1
15705
11 NORFOLK 0-2%
SB 0.50 *1
I
�L7�5 NORFOLK 0-2%
W 0.50
11115705 *1, *4 WAGRAM 0-6%
c 0.60 *1
�15705 *1, *4
S 8 0.60 *1
* This is the maximum application amount allowed
for the soil assuming the amount of
nitrogen allowed for the crop is not over applied.
In many situations, the application
amount shown cannot be applied because the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Page 6 of 11

NARRATIVE OF OPERATION
Acreages, application windows, crops, RYE's and nitrogen rates are "grandfathered' from the
previous Waste Utilization Plans prepared for this farm by Kraig Westerbeek and Hank Gay.
However. the exception to this statement is that the 3 pivots (fields P1, P2A, P213 & 133) are
new acreage calculations with all other parameters remaing the same. The pivots are not in
new application fields. This is a combination swine farm with :6659 wean to feeder pigs and
10,378 wean to finish hogs. The total PAN produced/year figure shown on page 5 of the plan
is not correct due to a programming parameter in the software for this program. The actual
amount of PAN produced is 23,538 lbs and NOT 27,066 lbs. If grain sorghum is planted,
fertilize at the rate of 98 lbs/N/acre under Pivot 1 & 67 lbs/N/acre under Pivots 2 & 3. If
millet/rye is planted for grazing, fertilize millet at the rate of 210 lbs/N/acre under Pivot 1 &
198 lbs/N/acre under Pivots 2 & 3. Rye should be fertilized at the rate of 100 lbs/N/acre.
Page 7 of 11

PLANS & SPECIFICATIONS
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 which reaches surface water is prohibited. Illegal discharges are subject
to assessment of civil penalties of $10,000 per day by the Division of Water Quality for every
day the discharge continues.
2. The Field Office must have documentation in the design folder that the producer either
owns or has long term access to adequate land to properly dispose of waste. If the producer
does not own adequate land to properly dispose of waste, he shall provide NRCS with a copy
of a written agreement with a landowner who is within a reasonable proximity, allowing
him/her the use of the land for waste application for the life expectancy of the production
facility. It is the responsibility of the owner of the facility to secure an update of the Waste
Utilization Plan when there is a change in the operation, increase in the number of animals,
method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the Nitrogen needs for realistic
crop yields based on soil type, available moisture, historical data, climate conditions, and
level of management, unless there are regulations that restrict the rate of application for
other nutrients.
4. Animal waste may be applied to land that has a Resource Management System (RMS) or
an Alternative Conservation System (ACS), If an ACS is used the soil loss shall be no
greater than 10 tons per acre per year and appropriate filter strips will be used where runoff
leaves the field. These filter strips will be in addition to "Buffers" required by DEM. (See
FOTG Stantard 393 - Filter Strips and Standard 390 Interim Riparian Forest Buffers).
5. Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the irrigation field.
6. When animal waste is to be applied on acres subject to flooding, it will be soil incorporated
on conventionally tilled cropland. When 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" in the NRCS Technical Reference -
Environment file for guidance.)
*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 conditions
conducive to odor or flies and to provide uniformity of application.
8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the
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.
10. Waste nutrients 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 a crop on bare soil.
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 from anv Derennial stream or river (other that an irriaation ditch or canal. Animal waste
Page 8 of 11

other than swine waste from facilities sited on or after October 1, 1995), shall not be applied
closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips)
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 landownwer.
14. Waste shall be applied in a manner not to reach other property and public right - of ways.
15. Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted croplands
provided they have been approved as a land application site by a "technical specialist".
Animal waste should not be applied on grassed waterways that discharge directly into water
courses, except when applied at agronomic rates and the application 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.). If needed, special vegetation shall be
provided for these areas and 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. Lagoon 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 as a preemergence with no other 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 fpr waste storage ponds.
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 element. 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
for optimum crop production amd maintained. Soil and waste analysis records shall be kept
for five (5) years. Poultry dry waste application records shall be maintained for three (3)
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 Department of
Agriculture regulations.
* Liquid Systems Page 9 of 11

NAME OF FARM: King Farm 82-13
OWNER / MANAGER AGREEMENT
I (we) understand and will follow and implement the specifications and the operation and
maintenance precedures estalished in the approved animal waste utilization plan for the farm
named above. I (we) know that any expansion to the existing design capacity of the waste
treatment and/or storage system or construction of new facilities will require a new utilization
plan and a new certification to be submitted to DEM before the new animals are stocked.
I (we) understand that I must own or have acces to equipment, primarily irrigation equipment,
to land apply the animal waste described in this waste utilization plan. This equipment must
be available at the appropriate pumping time such that no discharge occurs from the lagoon
in a 25-year 1-day storm event. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates that no runoff occurs.
NAME OF FACILITY OWNER: Warren Swine Farms,
SIGNATURE&LM,,,�� j DATE: -3 S - 2 C) I �- -
NAME OF MANAGER (if different from owner):
please print
SIGNATURE:
DATE:
NAME OF TECHNICAL SPECIALIST: Curtis Barwick
AFFILIATION: Barwick Ag Services
ADDRESS (AGENCY): 103 Country Club Circle
Clinton, NC 28328
) (910) 385-
SIGNATURE: �j jj0Z—'-'/-/ DATE:
Page 11 of 11

,*l, b4CM
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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, 2019, 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 3,2019.
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.
Farm Number: 82-0013
Certificate Of Coverage Number:
AWS820013
2.
Facility Name: Warren Swi e Farms i King Farm)
3.
Landowner's Name (same as on the Waste Managemenr Plan):
Warren Farming Comp�m
4.
Landowner's Mailing Address: PO Box 223
City: Newton Grove State:
NC
Zip: 28366
Telephone Number: 910-594-1701 Ext. E-mail:
5.
Facility's Physical Address: 587 Blake R
City: Newton Grove State:
NC
Zip: 28366
6.
County where Facility is located: Sampso
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"):
Minliy-Brown LLC
10.
Operator Name (OIC): Brandon L. Warren
Phone No.: 910-385-5095
OIC #: 19126
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 - Wean to Feeder
6,659
Swine - Wean to Finish
10,378
Oneration 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
Putlets
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 Poultr,%
Gilts Other
Non Laying Pullet
Other
Layers
WAS

ROY COOPER
covemor
MICHAEL S. REGAN
See mtar y
LINDA CULPEPPER
0fream
NORTH CAROLINA
Ehvkonmentaf Quality
February 27, 2019
Warren Farming Company
Warren Swine Farms (King Farm)
PO Box 223
Newton Grove, NC 28366
Subject: Application for Renewal of Coverage for Expiring State General Pen -nit
Dear Pennittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available
at https�//deg-nc.gov/about/divisions/water-resoLirces/-,vater:qMalitv-regional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure ,our continued coveraae under the State Non-Discharpe General Permits. you must submit an ariplication for
ermit cover e to the Division. Enclosed �ou will find a "Request for Certificate of Coverage —Facility Currenth Covered by an
Expiritw State Non-Discharpe General Permit." The application form must be completed- signed and retumed b% April 3, 2019.
Pleme note that �Qu must include one (1) copN of the Certified Animal Waste Management Plan (CAWMP) with -the
Lo-m-pleted and signed amilication form. A list of items inc al
gpplication forin.
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 NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9 100.
Sincerely,
A �_' �
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc (xv/o enclosures): Favettevil Regional Office, Water Quality Regional Operations Section
Saml2son County Soil and Water Conservation District
AFOG Section Central Files - AWS820013
Mur -Brown LLC
,_p,hv
N�nf- Ca -a r a Depavrert af ErN r,7r rre,ta QLa t�' I Dvs D� Df Wste� Reso.,oes
4:5 �Iw Wl� 512 N, Sa sbi. y St I iS3S Va Se�i ze Zerte- I Re e g-, NDTt� Ca-, ra 27S99-163S
N.Op— 919_7W 2��DO

13. Waste Treatment and Storage Lagoons (VerifV the following
information is accurate and complete.
Make all necessary
corrections and provide missing data.)
Estimated
Liner Type
Estimated
Design Freeboard
Structure Date
(Clay. Svnthetic, Capacity
Surface Area
"Redline"
Name Built
Unknown)
(Cubic Feet)
(Square Feet)
(Inches)
# I
Unknown
127,581,00
13,580.00
19.00
# 2
Unknown
139.106.00
15,096.00
19.00
# 3
Unknown
533.796.00
34,300.00
19,00
# 4
Unknown
1,150,956.00
119,025.00
19.00
# 4A
Unknown
232,859.00
32,026.00
19.00
#5
Unknown
312,820.00
44,944.00
19.00
LAG I
LAG 2
LAG 3
LAG 4
LAG 5
Mail 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) to the address
below.
The CAWMP must include the following components:
I . The most recent Waste Utilization Plan (WUP), sip ned b,. 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 everN 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
I 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, waste transfers. etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAW.NIP items above to: 20I9PermitRencwal'incdenr.gov

t
A
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.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):
Name: 'AA ,�K Fo,,.,,j 4 6CA I J WCW,4- Title: J.—A
Signature: Date:
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE CONTLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR -
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: 2019PermitRenewalgncdenr.gov
FORM: RENEWAL -STATE GENERAL 02/2019

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
# I
Unknown
127,581.00
13,580.00
19.00
#2
Unknown
139,106.00
15,096.00
19.00
#3
Unknown
533,796.00
34,300.00
9.00
#4
Unknown
1,150,956.00
119,025�00
19.00
# 4A
Unknown
232,859.00
32,026.00
19.00
#5
Unknown
312,820.00
44,944.00
19.00
LAG I
LAG 2
LAG 3
LAG 4
LAG 5
Mail 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) to the address below.
The CAWMP must include the following components:
I . The most recent Waste Utilization Plan (WUP), signed by the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
c. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site 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. Lagoori/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, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: 2019PermitRenewal*_ncdenr.gov

WASTE UTILIZATION PLAN
Tuesday, August 30, 2011
Vt,)al-I 3
Producer:
Warren Swine Farms,
Farm Name:
King Farm 82-13
P 0 Box 223
Newton Grove,NC 28366
Telephone #:
[phone]
Type of Operation:
Combination Swine Farm
Number of Animals:
1-7437
� �' swine design capacity
Application Method:
Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the animal waste should be
used to reduce the amount of commercial fertilizer required for the crops in the fields where
waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soil tests are strongly
encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be
grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
contents of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and avaialable water holding capacities. Normally waste shall not be applied to
land eroding at greater than 5 tons per acre per year. With special pre -cautions, waste may
be applied to land eroding at up to 10 tons per acre per year. Do not apply waste on
saturated soils, when it is raining, or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed under DEM regulations. Wind
conditions should also be considered to avoid drift and downwind odor problems. To
maximize the value of the nutrients for crop production and to reduce the potential for
pollution, the waste should be applied to a growing crop or applied to bare ground not more
than 30 days prior to planting. Injecting the waste or disking will conserve nutrients and
reduce odor problems. This plan is based on waste application through irrigation for this is
the manner in which you have chosen to apply your waste. If you choose to inject the waste
in the future, you need to revise this plan. Nutrient levels for injecting waste and irrigating
waste are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. Acreage requirements should be based on the waste analysis report
from your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for ananlysis. This waste
utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
Page 1 of 11

AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
1-7M swine X 1.31 tons waste/swinelyear= 22382.2 tons
170-37
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
t74ffswine X 1.59 Ibs PAN/swine/year= ?7D66-2 PAN/year
17037 5.3 f MIVI
.23, 'W,_
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on the crop to be grown,
soil type and suface application.
TRACT
FIELD
SOIL TYPE &CLASS-
CROP
YIELD
LBS AW COMM ACRES
DETERMINING PHASE
CODE
NIACRE
N/ACRE
4621
1
WAGRAM 0-6%
BC
5.5
260.04
0
5.66
4621
1
WAGRAM 0-6%
SG
1
50'
0
5.66
5705
1
IWAGRAM 0-6%
C
75
93.75
0
6
5705
1
WAGRAM 0-6%
W
40
96
01
6
5705
1
WAGRAM 0-6%
S B
2 3
92,
01
6
5f06
2
1FACEVEDE 0-2%
BH
6
300-
0'
2
5705
2
IFACEVILLE 0-2%
SG
01
4626
2
iWAGRAM 0-6%
SH
5
275
0.
3.7
4626
2
!WAGRAM 0-6%
_EV_ _1L _LE_
SG
1
50
0
3.78
11723
2
15Z 0-22-
BH
6
300
0
10
11i23
2
IFACEVILLE 0-2%
SG
1
50
0'
5705
3
�NORFOLK 0-2%
c
1 1 5
143.75
0
6.16
5765
3
iNORFOLK 0-2%
w
60
144
0
6.16
5705
3
'NORFOLK 0-2--%--
SB
35'
140'
0'
6.16
4621
3
WAGRAM 0-6%
BC
5.5
260.04
0
18.8
4621
3
WAGRAM 0-6%
SG
1
50
0
18.8
5705
4
WAGRAM 0-6%
c
75.
93.75,
0
11.48
5705
4
iWAGRAM 0-6%
W
40
96
0
11.48
5705
4
WAGRAM 0-6%
SB
23
92'
O�
11.48
4634
4
1"IiOR'FOLK 0-2%----
C
115
143.75,
0;
12.75
=46L4
NORFOLK 0-2%
w
60
144
0
12.75
4634
_4_
4
INORFOLK 0-2%
SB
35
- -
140
0.
12.75
4625/6
P1
NORFOLK 0-2%
C
115
143.75
0
26.4
4625/6
P1
;NORFOLK 0-2%
w
60
144
0
26.4
4625/6
P1
'NORFOLK 0-2%
SB
35
140,
0
26.4
4621
P2A
WAGRAM 0-6%
C
75
93.75
0.
14.47
4621
P2A
WAGRAM 0-6%
w
40
96
0
14.471
4621
132A
WAGRAM 0-6%
SB
23.
92'
01
14-471
4621
P213
WAGRAM 0-6%
c
75
93.75
8.831
4621
P213
WAGRAM 0-6%
w
96--.--
0
8 * 831
4621
P2B
WAGRAM 0-6%
SB
.40:
23
......
92
0
-
8.831
4621
P3
WAGRAM 0-6%
c
75
93.75
0
29 96'
i----
4621
P_
3
WAGRAM 0-6%
w
40
95
0
29. r
4621
P3
WAGRAM 0-6%
SB
23
92
0
29M
TOTALS:
LBS, AW APPLIC.
USED TIME
1471.83 MAR-SEP
283, SEP-MAY
562.5; FEB 15-JUN
576: SEP-APR
5521APR-SEP 15
600! MAR -SE P
1001 SEP-MAY
1039.51 MAR-SEP
189. SEP-MAY
3066' -MAR-SEP__
500; SEP-MAY
885 .5! FEB 15-JUN
887.04, SEP-APR
862.4,APR-SEP 15
4888 . 75 MAR-SEP
401 SEP-MAY
1.076.25;1 FEB -1 5-JUN
1102.081 SEP-APR
1056.16iAPR-SEP 15
1832.81:1 FEB 15-JUN
1836! SEP-APR
17851APR-SEP 15
3795. FEB15-JUN
3801.6' SEP-APR
3696,APR-SEP 15
1356.56, FEB 15-JUN
1389,12: SEP-APR
1331.24iAPR-SEP 15
827' 813, FEB 15-JUN
847.68; SEP-APR
812.36,APR-SEP 15
2808.75 FEB 15-JUN
2876.16! SEP-APR
2756.32iAPR-SEP 15
32668.3
- Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
reauirments. Beqinnina in 1996 the Coastal Zone Manaaement Act will recluire farmers in
Page 2 of I I

soine eastern co�nties-of NC to have a nutrient manage;ient plan that addresses all
nutrients. This plan only addresses Nitrogen.
Page 3 of 11

I TABLE 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land. See required specifications 2.)
There are no Acres Leased
— Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
* Acreage figures may exceed total acreage in field due to overseeding.
**Lbs AW N (animal waste nitrogen) equals total required nitrogen less any commercial
nitrogen (COMM N) supplied.
The following legend explains the crop codes used in TABLES I and 2 above:
CROP CODE CROP
�C CORN
iBC HYBRID BERMUDAGRASS-CONTROLLED GRAZED
iBH HIMRID BERMUDAGRASS-HAY
iSG SMALL GRAIN OVERSEEDED
SOYBEANS
1W WHEAT
UNITS
LBS N/UNIT
BUSHELS
1.25
TONS
50
TONS
50
AC
50
BUSHELS
4
BUSHELS
2.4
Page 4 of 11

' TOTALS FROM TABLES I AND 2
ACRES LBS AW
N USED
-----i5C219---. -3�,668
TOTALS: 156.29; 32,668
AMOUNT OF N PRODUCED:
,� 3,
'BALANCE /-5,602 — q, 130
*** This number must be less than or equal to 0 in order to fully utilize the animal waste N
produced.
Acres show in each of the preceeding tables are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter
areas not receiving full application rates due to equipment limitations. Actual total acres in
the fields listed may, and most likely will be, more than the acres shown in the tables.
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of
sludge at agronomic rates. The sludge will be nurturient rich and will require precautionary
measures to prevent over application of nutrients or other elements. Your production facility
will produce approximately 4346.02 pounds of plant available nitrogen (PAN) per year in the
sludge that will need to be removed on a periodic basis. This figure is PAN when
broadcasting the sludge. Please be aware that additional acres of land, as well special
equipment, may be needed when you remove this sludge.
See the attached map showing the fields to be used for the utilization of waste water.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the soil at the time of
irrigation such that runoff or ponding occurs. This rate is limited by initial soil moisture
content, soil structure, soil texture, water droplet size, and organic solids. The application
amount should not exceed the available water holding capacity of the soil at the time of
irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the
crop.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 5.92 months. In no instance should the volume of
waste being stored in your structure be within 1.58 feet of the top of the dike.
If surface irrigation is the method of land application for this plan, it is the responsiblity of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in Tables 1 and 2. Failure to apply the recommended rates and
amounts of Nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application rates and amounts.
TRACT
(11 M
--FIELD---- -
-2
— —
FACEVI
11723
2
FACEVI
4621
1,3
*P2A,*P2B,*P3
WAGRA
WAGRA
f46�21
4621
*P2A,*P2B,*P3
WAGRA
4621
*P2A, *P2B, *P3
*P1
WAGRA
WAGRA
4621
4625/6
NORFO
4625/6
*P1
*P1
-2
2
NORFO
NORFO
4625/6
46t2
VVAGRA
WAGRA
�4626
4634
*4
1 �6 1: uvo I
APPLICATION APPLICATION
SOIL TYPE CROP RATE (in/hr) AIVIT (inches)
LLE 0-2% SG 0.40
LLE 0-2% BH 0.40
M 0-6% BC
M 0- 6% c 0.60
M 0-6% SB 0,60
M 0-6% SG 0.60
M 0-6% VV 0.60
LK 0-2% W 0.50
LK 0-2% c 0.50
s
LK 0-2% B 0.50
M-
' 6-69/6 SG 0.60
M 0-6% SH 0.69
H .— 0. — -----
-2% c 50
Page 5 of 11

�14634 *4 NORFOLK 0-2%
S6 50 -1
14634 NORFOLK 0-2%
-0-6-%-
0.66
115705
w 0.60 .1
05 0-2%
BH 0.40 -*1
F7FACEVILLE
5705 FACEVILLE 0-2%
SG 0.40 .1
115705 N6 O�L k--O--2-%-
c 0.50 *1
15705
11 NORFOLK 0-2%
SB 0.50 *1
I
�L7�5 NORFOLK 0-2%
W 0.50
11115705 *1, *4 WAGRAM 0-6%
c 0.60 *1
�15705 *1, *4
S 8 0.60 *1
* This is the maximum application amount allowed
for the soil assuming the amount of
nitrogen allowed for the crop is not over applied.
In many situations, the application
amount shown cannot be applied because the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Page 6 of 11

NARRATIVE OF OPERATION
Acreages, application windows, crops, RYE's and nitrogen rates are "grandfathered' from the
previous Waste Utilization Plans prepared for this farm by Kraig Westerbeek and Hank Gay.
However. the exception to this statement is that the 3 pivots (fields P1, P2A, P213 & 133) are
new acreage calculations with all other parameters remaing the same. The pivots are not in
new application fields. This is a combination swine farm with :6659 wean to feeder pigs and
10,378 wean to finish hogs. The total PAN produced/year figure shown on page 5 of the plan
is not correct due to a programming parameter in the software for this program. The actual
amount of PAN produced is 23,538 lbs and NOT 27,066 lbs. If grain sorghum is planted,
fertilize at the rate of 98 lbs/N/acre under Pivot 1 & 67 lbs/N/acre under Pivots 2 & 3. If
millet/rye is planted for grazing, fertilize millet at the rate of 210 lbs/N/acre under Pivot 1 &
198 lbs/N/acre under Pivots 2 & 3. Rye should be fertilized at the rate of 100 lbs/N/acre.
Page 7 of 11

PLANS & SPECIFICATIONS
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 which reaches surface water is prohibited. Illegal discharges are subject
to assessment of civil penalties of $10,000 per day by the Division of Water Quality for every
day the discharge continues.
2. The Field Office must have documentation in the design folder that the producer either
owns or has long term access to adequate land to properly dispose of waste. If the producer
does not own adequate land to properly dispose of waste, he shall provide NRCS with a copy
of a written agreement with a landowner who is within a reasonable proximity, allowing
him/her the use of the land for waste application for the life expectancy of the production
facility. It is the responsibility of the owner of the facility to secure an update of the Waste
Utilization Plan when there is a change in the operation, increase in the number of animals,
method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the Nitrogen needs for realistic
crop yields based on soil type, available moisture, historical data, climate conditions, and
level of management, unless there are regulations that restrict the rate of application for
other nutrients.
4. Animal waste may be applied to land that has a Resource Management System (RMS) or
an Alternative Conservation System (ACS), If an ACS is used the soil loss shall be no
greater than 10 tons per acre per year and appropriate filter strips will be used where runoff
leaves the field. These filter strips will be in addition to "Buffers" required by DEM. (See
FOTG Stantard 393 - Filter Strips and Standard 390 Interim Riparian Forest Buffers).
5. Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the irrigation field.
6. When animal waste is to be applied on acres subject to flooding, it will be soil incorporated
on conventionally tilled cropland. When 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" in the NRCS Technical Reference -
Environment file for guidance.)
*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 conditions
conducive to odor or flies and to provide uniformity of application.
8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the
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.
10. Waste nutrients 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 a crop on bare soil.
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 from anv Derennial stream or river (other that an irriaation ditch or canal. Animal waste
Page 8 of 11

other than swine waste from facilities sited on or after October 1, 1995), shall not be applied
closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips)
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 landownwer.
14. Waste shall be applied in a manner not to reach other property and public right - of ways.
15. Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted croplands
provided they have been approved as a land application site by a "technical specialist".
Animal waste should not be applied on grassed waterways that discharge directly into water
courses, except when applied at agronomic rates and the application 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.). If needed, special vegetation shall be
provided for these areas and 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. Lagoon 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 as a preemergence with no other 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 fpr waste storage ponds.
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 element. 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
for optimum crop production amd maintained. Soil and waste analysis records shall be kept
for five (5) years. Poultry dry waste application records shall be maintained for three (3)
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 Department of
Agriculture regulations.
* Liquid Systems Page 9 of 11

NAME OF FARM: King Farm 82-13
OWNER / MANAGER AGREEMENT
I (we) understand and will follow and implement the specifications and the operation and
maintenance precedures estalished in the approved animal waste utilization plan for the farm
named above. I (we) know that any expansion to the existing design capacity of the waste
treatment and/or storage system or construction of new facilities will require a new utilization
plan and a new certification to be submitted to DEM before the new animals are stocked.
I (we) understand that I must own or have acces to equipment, primarily irrigation equipment,
to land apply the animal waste described in this waste utilization plan. This equipment must
be available at the appropriate pumping time such that no discharge occurs from the lagoon
in a 25-year 1-day storm event. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates that no runoff occurs.
NAME OF FACILITY OWNER: Warren Swine Farms,
SIGNATURE&LM,,,�� j DATE: -3 S - 2 C) I �- -
NAME OF MANAGER (if different from owner):
please print
SIGNATURE:
DATE:
NAME OF TECHNICAL SPECIALIST: Curtis Barwick
AFFILIATION: Barwick Ag Services
ADDRESS (AGENCY): 103 Country Club Circle
Clinton, NC 28328
) (910) 385-
SIGNATURE: �j jj0Z—'-'/-/ DATE:
Page 11 of 11

,*l, b4CM
14 1 �
Crop !4-
&air
W I _r I& W�. -
It
K-IA
kj_
LA
coo
Lilt
Vol,
�T

a -is
SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source
Cause
BMP's to Minimize Odor Site Specific Practices
Farmstead
Swine production
(W-vegetative or wooded buffers;
(PACcommanded beat management
practices;
Wgood judgment and common sense
Animal body surfaces
Dirty manure -covered animals
W5rY floors
Floor surfaces
Wet manure -covered floors
(WIlatted floors;
1448tarers located over slotted floors;
( ) Feeders at high and of solid floors;
w1crope manure buildup from floors;
( ) Underfloce ventilation for drying
Manure collectl6n pits
Urine
WPrequent manure removal by flush,pit
rechargo,or scrape
Parital micorbial decomposition
Underfloor ventilation
Ventilation exhaust fans
Volatile gases;
W09an maintenance;
Dust
(Legfficiont air movement
Indoor surfaces
Dust
wlvashdown between groups of animals
( ) Food additives;
(*feeder covers;
(449od delivery downspout extenders to
feeder covers
Flush tanks
Agitation of recycled lagoon
Push tank covers
liquid whiles tanks are filling
Extend fill lines to near bottom of
tanks with anti -siphon vents
Flush alloys
Agitation during wastewater
(4-Inderfloor flush with underfloor
convoyanance
ventilation
Pit recharge points
Uft stations
Outside drain collection
or junction boxes
Agitation of recycled lagoon
liquid while pits are filling
Agitation during sump tank filling
and drawdown
Agitation during wastewater
conveyance
End of drainpipes at lagoon Agitation during wastewater
Extend rachard lines to near bottom of
pits with anti -siphon vents
( ) Sump tank covers
( ) Box covers
ixtand discharge point of pipes
underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions
w4roper lagoon liquid capacity
Biological mixing
W-torrect lagoon startup procedures
Agitation
0^inlmurn surface area-to-voiume ratio
(WAinimurn agitation when pumping
( ) Mechanical aeration
(Oroven biological additives
Irrigation sprinkler nozzles High pressure agitation
(Iffrigato On IrY days with little or no wind
Wind draft
"inimum recommended operation pressure
(whmp intake near lagoon liquid surface
( ) Pump from second -stage lagoon
AMOC—November 11, 1 99a

Storage tank or basin Partial microbial decomposition
3urfacc Mixing while filling
Agitation when emptying
Settling bosinsurfac, Partial micobial decomposition
Mixing whil ' a filling
Agitation when emptying
Bottom or midlevel loading
Tank covers
Basin surface mate of solids
Proven biological additives or oxidants
:and drainpipe ouldets underneath liquid
level
Remove ssttlod solids regularly
Manure, slurry or sludge
Agitation when spreading
Soil injection of slurry/siudges
spreader outlets
Volatile gas emissions
Wash residual manure from spreaderafter use
Proven biological additives or oxidants
Uncovered manure, slurry
Volatile gas emissions while drying
Soil infection of slurry/sludges
or sludge on field surfaces
Soil incorporation within 48 hours
Spread In thin uniform layers for rapid drying
Proven biological additives or oxidants
Dead animals
Carcass decomposition
141roper disposition of carcasses
Dead animal disposal
pits
Incinerators
Standing water around
facilities
Carcass decomposition
Incomplete combustion
Improper drainage
Microbial decomposition of
organic matter
Manure tracked onto public Poorly maintained access ro-a—ds
toads from farm access
Additional Information:
W-tomplete covering of carcasses in burial pits
Wgroper location/construction of disposal pits
Secondary stack burners
Urade and landscape such that water drains
away from facilities
access road maintenance
Available From:
Swine Manure Management; 0200 Rule/BMP Pocket
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet
NCSU-County Extension Canter
-
Swine Production Facility Manure Management: Pit Recharge -Lagoon Treatment: EBAE 128-88
NCSU-BAE
NCSU-BAE
Swine Production Facility Manure Management: Underfloor Fluse-Lagoon Treatment: EBAE 129-88
NCSU-BAE
Lagoon Desig and Management for Livestock Manure Treatment and Storage; EBAE 103-83
NCSU-SAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
Controlling Odors from Swine Buildings; PIH-33
NCSU-SAE
Environmental Assuranc Program: NPPC Manual
NCSU-Swine Extension
Options for Managing Odor; a report from the Swine Odor Task Force
NC Pork Produces Assoc
Nuisance Concerns in Animal Manure Management: Odors and Files; PRO 107, 1995 Conference Proceedings
NCSU Agri Communications
Florida Cooperative Extension
The issues checked ( ) pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
odor control measures as practical.
I certify the aforementioned odor control Best Managment Practices have been reviewed with me.
g(Landowner Si nature)
AMOC--November 11, 1996

9,�- /2 -
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
soilds from gutters as designed.
VRemove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids "4�ntain lagoons, settling basins and
pits where post brooding is apparent to
minimize the cruating of solids to a depth
of no more than 6-8 inches over more than
30% of surface.
Excessive Vegetative Decaying vegetation "ntain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's Perimeter.
(Dry Systems)
Feeders Food Spillage W5esign, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the accumulation
Feed Storage
Animal Holding Areas
AMIC—Nowamber 11 , 1 S9 a
of decaying wastage.
t4lean up spinage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during winter).
Accumulation* of feed residues W"goduce 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).
(4'Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Accumulations of animal wastes o4,�Ellminate low area that trap moisture along fences
and feed wastage and other locations where waste accumulates and
and disturbance by animals is minimal.
"aintain 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).

�a-/3
EMERGENCY ACTION PLAN
PHONE NUMBERS
DWQ 910 !LI�Ag IS41
EM[ERGENCY MANAGEM[ENT SYSTEM 9//
SWCD 9/0 3*9.7- — 7-9,C-7
NRCS 9,w --Svz- P943
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 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 caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C: Leak -age from the waste pipes and sprinklers -action include:
a. Stop recycle pumPL.
b. Stop irrigation pump.
c. Close vadves to eliridnate further discharme.
d. Repair all leaks prior to restarting pumps.
D: Leakage from flush systems, houses, solid separators -action includc:
a. Stop recvcle [,)umP.
b. Stop irrication pump.
c. make sure no siphon occurs.
d. Stop all flows in the house. flush systems, or solid separators.
December 18, 1996

c. Repair all leaks prior to restarting pumps.
E: Leakaae from base or sidewall of lagoon. Often this is seepage as opposed to
flowing leaks- possible action:
0
a. Dig a small sump or ditch away 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.
2. Assess the extent of the spill and note any obvious darnages.
0
a. Did the waste reach any surface waters?
b. Approximately how much was released and for whatduradon?
c. Any damacre noted, 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 dancrer.(either on or off of the property)?
h. How much reached surface waters?
3: Contact appropriate agencies.
a. During normal business hours, call your DWQ (Division of Water Quality)
regional office; Phone'91,0-As' '74�4Y After hours, emergency number: 919-733-3942.
Your phone call should include: your name, facility, 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 spiU, weather and wind conditions. The corrective
measures that have been under taken, and the seriousness of the situation.
b. If spill leaves property or enters surface waters, call local EMS Phone number -
C. Instruct EMS to contact local Health Department.
d. Contact CBS, phone number local SWCD office phone number
and local NRCS office for advice/technical assistance phone number -
4: If none of the above works call 911 or the Sheriff s Department and explain your
problem to them and ask that person to contact the proper agencies for you. '
5: Contact the conEractor of ycur choice to begin repair of problem to minimize off -site
daman.
a. Contractors Name; VJWL
b. Contractors Address;
c. Contractors Phone:-
2 December 18, 1996

6: Contact the technical specialist who certified the lagoon (N-RCS, Consulting
Enaineer, etc.)
a. Name:—.
b. Phone:
7: Implement procedures as advised by DWQ and technical assistance agencies to
d reassess the waste management plan to
rectif�, the darnagee, repair the system, an
keep problems with release of wastes from happening agaln.
I
19
December 18, 1996

C,% / 3
DV4-
Version — November 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S. 106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A-NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
F-1 71 Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
si-g-nature o4arm Owner/Manager Date
Signature of Technical Specialist Date

-z
0-oerator:GERALD REN County:
SAMPSON
Date: 10/27/95 ?.2 -13
b-c5tance to arest residence (other
than owner):
0 feet
1. AVE/R-ALIVE WEIGHT (ALW)
sows (farrow to finish)
x
1417 lbs.
0 lbs
s sows (farrow to feeder)
ows
x
522 lbs.
0 lbs
0 head (finishing only)
0 0 0
x
135 lbs.
81000 lbs
0 sows (farrow to wean)
x
433 lbs.
0 lbs
0 head (wean to feeder)
x
30 lbs.
0 lbs
Describe other
0 lbs
Total
Average Live weight
81000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 81000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW 1 CF/lb. ALW`
Volume = 81000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION SLUDGE STORAGE ACCUMULATION
NOT COMPUTED AT OWNER'S
Volume 0 cubic feet REQUEST. WILL BE REMOVED AS
NEEDED.
4. 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
SSIEND1 SS/END2 SS/SIDEl SS/SIDE2 LENGTB
1.5 1.5 1.5 1.5 204.0
AREA OF TOP
LENGTH * WIDTH
204.0 74.0
AREA OF BOTTOM
LENGTH * WIDTH
176.1 46.1
AREA OF MIDSECTION
LENGTH'* WIDTH * 4
190.1 60.1
207.0
77.0
55.5
45.2
1.0
1.5 : I
WIDTH DEPTH
74.0 9.3
15096 (AREA OF TOP)
8118.21 (AREA OF BOTTOM)
45650.01 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
15096.0 45650.0 8118.2 1.5
Total Designed Volume Available =106739.54 CU. FT

Z). TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
207.0 77.0 15939.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this -area.
TOTAL DA 15939.0 square feet
Design temporary storage period to be 60 days.
5A. Volume of waste produced
Feces urine production in gal./day per 135 lb. ALW 1.37
volume 81000 lbs. ALW/135 lbs ALW * 1.37 gal/day 60 days
Volume 49320 gals. or 6593.6 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 or excess water. Flush systems
that recirculate the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day 60 days storage/7.48 -gallon
Volume = 0.0 cubic feet per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount
60 days excess rainfall 7.0 inches
Volume = 7.0 inches * DA / 12 inches per foot
Volume = 9297.8 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume 7.0 inches / 12 inches per foot * DA
Volume 9297.8 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 6594 cubic feet
5B. 0 cubic feet
5C. 9298 cubic feet
5D. 9298 cubic feet
TOTAL 25189 cubic feet

I
6.
7.
SUMMARY
Temporary.storage period====================>
60
7.0
days
inches
Rainfall in excess of evaporation===========>
7.0
inches
25 year - 24 hour rainfall==================>
1.0
feet
Freeboard===================================>
Side
1.5
: I
feet
Inside top length===========================>
207.0
77.0
feet
Inside top width============================>
55.5
feet
Top of dike elevation=======================>
45.2
feet
Bottom of lagoon elevation==================>
106189
cu. ft.
Total required volume=======================>
=== >106739.54
cu. ft.
Actual design volume=====================
Seasonal high watertable elevation (SHWT)===> 0.0
feet
Stop pumping
0.0
0.0
feet
feet
Must be > or = to the SHWT elev.==========>
treatment el.=>
51.2
feet
Must be > or = to min. req.
Required minimum treatment volume===========>
81000
cu. ft.
ft.
Volume at stop pumping elevation============>
36966
0.0
cu.
feet
Start pumping
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr - 24 hr rainfall===> 97442
cu. ft.
Volume at start pumping elevation===========>
36966
15891
cu. ft.
cu. ft.
Required volume to be pumped================>
0
ft.
Actual volume to be pumped==================>
1.5
cu.
feet
Min. thickness of soil liner when required==>
DESIGNED BY:
DATE:
APPROVED BY:
DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

't,
Of erator:GE
.Astance to
WARREN County: SAMPSON
arest residence (other than owner):
1. AVERAQ8 LIVE WEIGHT (ALW)
4 kws (farrow to finish)
sows (farrow to feeder)
Ohead (finishing only)
0 sows (farrow to wean)
0 head (wean to feeder)
Describe other :
x 1417 lbs.
-->. -F:; ,-
Date: 10/27/95
x 522
lbs.
x 135
lbs.
x 433
lbs.
x 30
lbs.
0 f eet
0 lbs
0 lbs
64800 lbs
0 lbs
0 lbs
0 lbs
Total Average Live Weight 64800 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 64800 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW I CF/lb. ALW
Volume = 64800 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION SLUDGE STORAGE ACCUMULATION
NOT COMPUTED AT OWNER'S
Volume 0 cubic feet REQUEST. WILL BE REMOVED AS
4. TOTAL DESIGNED VOLUME NEEDED.
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
SSIEND1 SSIEND2 SSISIDE1 SS/SIDE2 LENGTH
1.5 1.5 1.5 1.5 194.0
AREA OF TOP
LENGTH * WIDTH
194.0 70.0
AREA OF BOTTOM
LENGTH * WIDTH
160.1 36.1
AREA OF MIDSECTION
LENGTH * WIDTH * 4
177.1 53.1
197.0
73.0
44.8 aJAQ
32.5
1.0
1.5
WIDTH DEPTH
70.0 11.3
13580 (AREA OF TOP)
5779.61 (AREA OF BOTTOM)
37570.01 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA 130TTOMI * DEPTH/6
13580.0 37570.0 5779.6 1.9
Total Designed Volume Available =107217.45 CU. FT

TEMPORARY STOP -AGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
197.0 73.0 14381.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 14381.0 square feet
Design temporary storage period to be Go days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = G4800 lbs. ALW/135 lbs ALW * 1.37 gal/day GO days
Volume = 3945G gals. or 5274.9 cubic feet
513. 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 or excess water. Flush systems
that recirculate the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day 60 days storage/7.48 gallon
Volume = 0.0 cubic feet per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount
60 days excess rainfall 7.0 inches,
Volume = 7.0 inches * DA / 12 inches per foot
Volume = 8388.9 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 8388.9 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 5275 cubic feet
5B. 0 cubic feet
5C. 8389 cubic feet
5D. 8389 cubic feet
TOTAL 22053 cubic feet

jUMMARY
TeTporary storage period====================> 60 days
Rainfall in excess of evaperation===========> 7.0 inche's
25 year - 24 hour rainfall==================> 7.0 inches
Freeboard===================================> 1.0 feet
Side slopes=================================> 1.5 : 1
Inside top length===========================> 197.0 feet
Inside top width============================> 73.0 feet
Top of dike elevation=======================> 44.8 feet
Bottom of lagoon elevaticn==================> 32.5 feet
Total required volume=======================> 86853 cu. ft.
Actual design volume========================>107217.45 cu. ft.
Seasonal high watertable elevation (SHWT)===> 0.0 feet
Stop pumping 0.0 feet
Must be > or = to the SHWT elev,==========> 0.0 feet
Must be > or = to min. req. treatment el.=> 38.5 feet
Required minimum treatment volume===========> 64800 cu. ft.
Volume at stop pumping elevation============> 20033 cu. ft.
Start pumping 0.0 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr - 24 hr rainfall===> 98829 cu. ft.
Volume at start pumping elevation===========> 20033 cu. ft.
Required volume to be pumped================> 13664 cu. ft.
Actual volume to be pumped==================> 0 cu. ft.
Min. thickness of soil liner when required==> 1.8 feet
7. DESIGNED BY: APPROVED BY:
DATE: , X%
DATE: U1
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

-ren Sviine
CIF�. V atol- : Wai County: Sampson
Disi-a rice to nearest residence (other than owner):
1, , AVERA(ila" LIVE WEIGHT (ALW)
(0456
Date." 04/22/97
0.0 feet
C,,,
sows
(farrow
to
finish)
X 1417
lbs.
0
lbs
0
sows
(farrow
to
feeder)
x 522
lbs.
0
lbs
4000
head
(finishing
only)
x 135
lbs.
540000
lbs
0
sows
(farrow
to
wean)
x 433
lbs.
0
lbs
0
head
(wean to
feeder)
x 30
lbs.
0
lbs
Describe other
:
— --- 1� 0
Total Average Live Weight = 540000 lbs
-1
Z. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
volume = 540000 lbs� ALW x Treatment Volume(CF)/lb. ALW
Treatment V0lUMe(CF)/lb. ALW 1 CF/lb. ALW
volume = 540000 cubic feet
STORAGE VOLUME FOR SLUDGE' ACCUMULATION
Volume = 0.0 cubic feet
'10'rAl- DESIGNED VOLUME
inside top length (feet) ----------------------- 351.0
inside top width (feet) ---------------------- 351.0
Top of dike elevation (fe.
e t ) ------------------ 47.0
Bottom of lagoon elevation (feet) ------------ 34�O
Freeboard (feet) ----------------------------- 1.0
side slopes (inside lagoon) ------------------- 3.0
Total design Volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH
.-1. 0 3.0 3.0 3.0 345.0 345.0
AREA OF 7'OP
LENGT`H * WIDTH
345.0 345.0 119025 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH
273.0 272.0 74529 (AREA OF BOTTOM)
1
DEPTH
12.0
AREA OF MIDSECI-ION
LENGTH WIDTH * 4
309.0 309.0 381924 (AREA OF MIDSECTION * 4)
CU. FT. [AREA TOP + (41-AREA MIDSECTION) + AREA BOTTOM] DEPTH/6
119025.0 381924.0 74529.0 2.0
Total. Designed Volume Available = 11509,56 CU. F-r..

S 13 .
1EMPORARY STORAGE REQUIRED
DRAINAGE AREA.
Lagoon (top of dike)
Length * Width =
351 ..0 351.0 123201.0 square feet
Buildings (roof and lot water)
0.0 square feet
Describe this area.,
"rOTAL DA 123201.0 square feet
Design temporary storage period to be
180 days.
VOILIM8 Of W8Ste PrOdUced
Feces & urine production in gal./day per
11"-35 lb. ALW 1.37
volume = 540000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 986400 gals. or 131871.7 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
t1--,e laqoon water are accounted -for in SA.
Volume = 3600.0 gallons/day
180 days storage/7.48 gallons
per CF
Volume = 86631.0 cubic feet
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 = 71867.3 cubic feet

5D . VOlUme of 25 year - 24 hour storm
volume = 7.0 inches / 12 inches per -foot * DA
Volume = 71867.3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
131872
cubic
feet
86631
cubic:
feet
71867
cubic
'Feet
SD.
71867
cubic
feet
TOTAL 362237 cubic feet
S1,1MMARY
lamporary storage
180
days
Rainfall. in excess of evaporation===========>
7.0
inches
25 year - 24 hour rainfall==================\
7.0
inches
1.0
feet
Side
3.0
" I
Inside top
351.0
feet
Inside top
351.0
feet
Top of dike
47.0
feet
Bottom of lagoon elevation==================>
3 4 .0
feet
Votal, required volume====================== =
ft
P
�ctual design >
C>ZF�z�
1150956
cu. f..
Seasonal high watertable elevation (SHWT)===
Stop pumping
42.0
feet
Must be > or = to the SHWT elev.==========>
42.0
feet
Must be > or = to min. req.'treatment el.,.=>
40,0
feet
Required minimum treatment volume===========>
540000
CU . f t
Volume at, stop pumping a-1evation============>
707208
cu. ft..
Start pumping
45.3
feet
Must be Ft bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
1079089
Cu . ft.
Volume at start pumping elevation===========/\
1068649
cu� ft.
P;equired volume to be pumped================>
29037()
Cu. ft.
�--,ctual volume planned to be pumped==========>
361441
cu. ft.
M i n t h i c
of soil liner when required==>
1.9
feet
c1s. (Y
01kW.V%jt_
DATE", B A+E_4__
NOTE' SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS: 1?T_ LAS-t.(
A
!
YJ C-0864
�IrL 1"c4cad5h

e tv,
u �je t� ki
50-0 11"r ej�-qv�"
Operator: King Lagoon 4 County: Sampsor,
Distance to nearest residence (other than owner):
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
0 sows (farrow to feeder)
4274 head (finishing only)
0 sows (farrow to wean)
0 head (wean to feeder)
Describe other
x 1417 lbs.
x 522 lbs.
x 115 lbs.
x 433 lbs.
x 30 lbs.
Total Average Live Weight
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Date: 03/26/14
1500.0 feet
Volume = 491510 lbs. ALWx Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/Ib. ALW = 1 CF/lb. ALW
Volume = 491510 cubicfeet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet) --------------------- 428.0
Inside top width (feet) ---------------------- 150.0
Top of dike elevation (feet) ----------------- 50.0
Bottom of lagoon elevation (feet) ------------ 35.6
Freeboard (feet) ----------------------------- 1.0
Side slopes (inside lagoon) ------------------ 2.5 : 1
Total design volume using prismoidal formula
0 lbs
0 lbs
491510 lbs
0 lbs
0 lbs
0
491510 lbs
SS/ENDI SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
2.5 2.5 2.5 2.5 423.0 145.0 13.4
AREA OF TOP
LENGTH * WIDTH
423.0 145.0 61335 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH
356.0 78.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
389.5 111.5
27768 (AREA OF BOTTOM)
173717 (AREA OF MIDSECTION -4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
61335.0 173717.0 27768.0 2.2

Total Designed Volume Available = 586965 CU. FT.
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length Width
428.0 150.0 64200.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 64200.0 square feet
Design temporary storage period to riod to b e 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 491510 lbs.ALW/135lbs.ALW*1.37gal/day 180 days
Volume = 897825 gals. or 120030.1 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 CIF
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 = 37450.0 cubic feet
5D. Volume of 25 year - 24 hour storm

Volume = 7.0 inches / 12 inches per foot * DA
Volume = 37450.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 120030 cubic feet
5B. 0 cubic feet
5C. 37450 cubic feet
5D. 37450 cubic feet
TOTAL 194930 cubic feet
&SUMMARY
Temporary storage period====================>
Rainfall in excess of evaporation===========>
25 year - 24 hour rainfall==================>
Freeboard===================================>
Side
Inside top length===========================>
Inside top
Top of dike elevation=======================>
Bottom of lagoon elevation==================>
Total required volume=======================>
Actual design volume========================>
Seasonal high watertable elevation (SHWT)===>
Stop pumping
Must be > or = to the SHWT eIev.==========>
Must be > or = to min. req. treatment el.=>
Required minimum treatment volume===========>
Volume at stop pumping elevation============>
Start pumping
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
Volume at start pumping elevation===========>
Required volume to be purnped================>
Actual volume planned to be pumped==========>
Min. thickness of soil liner when required==>
7. DESIGNED BY: APPROVED BY:
DATE: DATE: 3 - 2.�— �
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
180 days
7.0 inches
7.0 inches
1.0 feet
2.5 : 1
428.0 feet
150.0 feet
50.0 feet
35.6 feet
686440 cu. ft.
586965 cu. ft.
feet
47.4 feet
feet
41.6 feet
491510 cu. ft.
491861 cu. ft.
48.4 feet
549515 cu.ft.
549481 cu. ft.
157480 cu. ft.
57620 cu. ft.
2. 1 feet

Operator: King Lagoon 4A County: Sampson
Distance to nearest residence (other than owner):
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
0 sows (farrow to feeder)
0 head (finishing only)
0 sows (farrow to wean)
0 head (wean to feeder)
Describe other
Date: 03/26114
1500.0 feet
x
1417 lbs.
0
lbs
x
522 lbs'
0
lbs
x
115 lbs.
0
lbs
x
433 lbs.
0
lbs
x
30 lbs.
0
lbs
0
Total Average Live Weight
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 0 lbs. ALW x Treatment Volume(CF)/Ib. ALW
Treatment Volume(CF)/Ib. ALW = 1 CF/lb. ALW
Volume = 0 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet) --------------------- 232.0
Inside top width (feet) ---------------------- 156.0
Top of dike elevation (feet) ----------------- 50.0
Bottom of lagoon elevation (feet) ------------ 37.7
Freeboard (feet) ----------------------------- 1.0
Side slopes (inside lagoon) ------------------ 3.0 : 1
Total design volume using prismoidal formula
0 lbs
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 226.0 150.0 11.3
AREA OF TOP
LENGTH * WIDTH
226.0 150.0
AREA OF BOTTOM
LENGTH * WIDTH
158.2 82.2
AREA OF MIDSECTION
LENGTH * WIDTH * 4
192.1 116.1
33900 (AREA OF TOP)
13004 (AREA OF BOTTOM)
89211 (AREA OF MIDSECTION * 4)
CU. FT.= [AREA TOP+ (4*AREA MIDSECTION) +AREA BOTTOM] * DEPTH/6
33900.0 89211.2 13004.0 1.9

Total Designed Volume Available = 256350 CU. FT.
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length Width
232.0 156.0 36192.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 36192.0 square feet
Design temporary storage period to riod to b e 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 0 lbs.ALW/135lbs.ALW*1.37gal/day 180 days
Volume = 0 gals. or 0.0 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 TO inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 21112.0 cubic feet
5D. Volume of 25 year - 24 hour storm

Volume = 7.0 inches/ 12 inches perfoot* DA
Volume = 21112.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 0 cubic feet
5B. 0 cubic feet
5C. 21112 cubic feet
5D. 21112 cubic feet
TOTAL 42224 cubic feet
6.SUMMARY
Temporary storage period====================>
Rainfall in excess of evaporation===========>
25 year - 24 hour rainfall==================>
Freeboard===================================>
Side
Inside top length===========================>
Inside top
Top of dike elevation=======================>
Bottom of lagoon elevation==================>
Total required volume=======================>
Actual design volume========================>
Seasonal high watertable elevation (SHWT)===>
Stop pumping
Must be > or = to the SHWT eIev.==========>
Must be > or = to min. req. treatment el.=>
Required minimum treatment volurne===========>
Volume at stop pumping elevation===.=========>
Start pumping
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
Volume at start pumping 0levation===========>
Required volume to be purnped================>
Actual volume planned to be pumped==========>
Min. thickness of soil liner when required==>
7. DESIGNED BY: APPROVED BY -
DATE: DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:-
5,4 . -?,W
7-e-c4
180 days
7.0 inches
7.0 inches
1.0 feet
3.0 : 1
232.0 feet
156.0 feet
50.0 feet
37.7 feet
42224 cu. ft.
256350 cu.ft.
feet
43.7 feet
feet
43.7 feet
0 cu, ft.
106579 cu. ft.
48.4 feet
235238 cu.ft.
235113 cu.ft.
21112 cu. ft.
128534 cu. ft.
1. 8 feet

7Fower. Gerald Warren Uesigned By: KBW
Address: Checked By: DSE
Date: 01/07/04
County: Sampson Sheet 1 of 7
FARM INFORMATION
Farm Populationu
Nursery: -------------------
6660 Hd.
Finishing: -------------------
0
Farrow to weanling: -------------------
0
Farrow to feeder: -------------------
0
Farrow to finish: -------------------
0
Boars: -------------------
0
Storage Period: -------------------
180 Days
25 Yr. / 24 Hr Storm Event -------------------
7.0 In.
"Heavy Rain" Factor Not Applicable
0.0
Rainfall in Excess of Evaporation -------------------
7.0 In.
Additional Water Usage: -------------------
0
Additional Drainage Area: -------------------
0
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape?
(Y/N) ------------
N
Does Operator Want Emergency Spillway?
(Y/N)
N
Was This Design Built Prior to Sept.
1996?
(Y/N) ------------
Y
Is Drain Tile Req'd to Lower SHWT?
(Y/N)
N
Seasonal High Water Table Elev:
----------- - - -
---
37.20
Ft.
Freeboard:
-----
1.0
Ft.
Emergency Spillway Flow Depth:
Not Applicable
0.3
Ft.
Side Slopes:
-------------------
3
:1 (H:V)
Inside Top Length:
---- --------------
212.0
Ft.
Inside Top Width: -
-------------- ----
212.0
Ft.
Top of Dike Elevation:
-----------
Depth
47.00
Ft.
Finished Bottom Elevation:
------
11.00 Ft.
36.00
Ft.
Start Pump Elevation:
---------------
19.68 In.
45.36
Ft.
Stop Pump Elevation:
---------------
46.2 In.
43.15
Ft.
LAGOON VOLUME REQUIRED
VOL,
DESIGN VOLUMES
N
REOM,
Storm Stor= 26217
(Cu.Ft.)
26,380 (Cu.Ft.)
100.62%
Temporary = 75010
(Cu.Ft.)
84,673 (Cu.Ft.)
.112.886/.
Permanent = 199800
(Cu.Ft.)
201,768 (CuXt.)
100.98%
Total Volume = 301,027
(Cu.Ft.)
312,820 (Cu.Ft.)
103,92%
Min. Required Liner Thickness ------------------- 1.6 Ft.
Lagoon Surface Area: (Inside TOD) ------------------- 44,944 S.F.

7.7rower: Gerald Warren Designed By:
Address: 0 Checked By: DSE
0 Date: 01/07/04
County: Sampson Sheet 2 of 7
ACTUAL DESIGN
VQLUME CALCULATIONS
LAGOON STAGE
-AREA VOLUMES
Contour
Ele, on (FT.)
Area ( Incr.
Vol. (Cu. FT-)
Cumul. Vol. (Cu. FT.)
36.00
21,316
37.00
23,104
22,210
22,210
38.00
24,964
24,034
46,244
39.00
26,896
25,930
72,174
40.00
28,900
27,898
100,072
41.00
30,976
29,938
130,010
42.00
33,124
32,050
162,060
43.00
35,344
34,234
196,294
44.00
37,636
36,490
232,784
45.00
40,000
38,818
271,602
46.00
42,436
41,218
312,820
47.00
44,944
43,690
356,510
These volumes were calculated using the vertical average end area method
TOTAL REQD VO
301,027
CF
CUMULATIVE
VOL.
ZONE VOL.
103.92%
END PUMP = = =
43.15
FT
201,768 CF
TR'MT
201,768
100.98%
START PUMP = =
45.36
FT
286,440 CF
TEMP
84,673
112.88%
MAX STORAGE =
46.00
FT
312,820 CF
STORM
26,380
100.62%
MurPhy-Brown, LLC Engineering P.O. Box 856, Warsaw, NC 28398 [phone]

IGrower:
Address:
County
Gerald Warren
0
0
Sampson
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storaae:
Required Treatment Volume:
Designed By:
Checked By:
Date:
Sheet 3 of 7
jAnimal Type Capacity ALW (cu.Ulb) = 75151
Nursery
6,6
30
1.00
199,800
Finishing
0
135
1.00
0
Farrow to weanling
0
433
1.00
0
Farrow to feeder
0
522
1.00
0
Farrow to finish
il
1,417
1.00
0
Boars
0
� 40i-�
1.00
0
Total Required Treatment Volume (cu. ft.)=
Sfudge Storage Volume:
199,800
jAnimal Type Capacity ALW (cu.ft./lb) =t a]
Nursery
E3,660
30
0-00
0
Finishing
0
135
0.00
0
Farrow to weanling
0
433
0.00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
0
1,417
0.00
0
Boars
0
400
0.000
0
Total Required Sludge Storage Volume (cu. ft.)=
Temporary Storage Volume:
Manure Production:
lJ#j
jAnimal I ype i('apacity Sto. Period Jday) = Tolal --:]
Nursery
6,660
180
0.30
364,968
Finishing
0
180
1.37
0
Farrow to weanling
0
180
4.39
0
Farrow to feeder
0
180
5.30
0
Farrow to finish
1 0
180
14.38]
0
Boars 1
0
180
4.06
1 01
Total Manure Production (gals.)=
Total Manure Production (cu.ft.)=
Excess Fresh Water:
364,968
48,793
FFi �IT y p�e Capacity Sto. Period Jday) = Total
Nursery
6,660
180
0.00
0
Finishing
0
180
0.00
0
Farrow to weanling
0
180
0.00
0
Farrow to feeder
0
180
0.00
0
Farrow to finish
0
180
0.00
0
Boars
0
180
0.00
od-
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=
0
0
KBW
DSE
01/07/04

Grbwer: Gerald Warren Designed By: KBW
Address: 0 Checked By: DSE
0 Date: 01/07/04
County: Sampson Sheet 4 of 7
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft
Vol.= (44944 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 26,217
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'l Drainage Area) * 25Yr./24Hr. Storm(in) / 12in./ft,
Vol.= (44944 sq.ft + 0 sq.ft.) * 7.0 in. /12 in./ft.
Total Required Volume for 25Yr.-24Hr. Storm Event (cu.ft)= 26,217
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'l Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (44944 sq.ft + 0 sq.ft.) * 0.0 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
Total Required Storm Storage
(25 Yr. / 24 Hr. Storm + "Heavy Rain")
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess)
Total Required Permanent Storage
(Treatment + Sludge)
TOTAL REQUIRED VOLUME = 301027 (CU.FT.)
26,217 (CU.FT)
75,010 (CUXT)
199,800 (CU.FT)

Grower: Gerald Warren
Address: 0
0
County: Sampson
LAGOON DESIGN SUMMAR
Top of Dike Elevation
Emergency Spillway Crest Elevation
Top of 25 yr/24 hr Storm Storage
Top of "Heavy Rain" Storage
Start Pump Elevation
End Pump Elevation
Top of Sludge Storage
Seasonal High Watertable Elev.
Finished Bottom Elevation
Inside Top Length
Inside Top Width
Side Slopes
Lagoon Surface Area
Min. Liner Thickness (if required)
Freeboard Depth
Temporary Storage Period
Designed By: KBW
Checked By: DSE
Date: 01/07/04
Sheet 5 of 7
TOTAL DESIGN VOLUME = 312820 (CU.FT.)
47.00
FT.
Not A
Applicable
46.00
FT.
Not
Applicable
46.36
FT.
43.15
FT.
Not
Applicable
37.20
FT.
36.00
FT.
212.00
FT.
212.00
FT.
3:1
HY
44,944
SF
1.6
FT.
1.00
FT.
180
Days
Treatment / Sludge Storage Zone Depth ----------- 7.2 FT.
Temporary Storage Zone Depth ----------- 2.2 FT.
Freeboard / Storm Storage Zone Depth ----------- 1.6 FT.
Total Lagoon Depth ----------- 11.0 FT.

Grower: Gerald Warren
Address: 0
0
County: Sampson
STRT PMP EL.= 45.36
END PMP EL. = 43.15
ZONE ELEVATIONS
TOP OF DIKE ELEV = 47.00
TOP OF STORM ELEV = 46.00
TOP OF TEMP STORAGE ELEV = 45.36
TOP OF TREAT ELEV = 43.15
FINISHED BOTTOM ELEV = 36.00
Checke DSE
Date: 01/07/04
Sheet 6 of 7
SHWT 37.20
LLC Engineering P. 0. Box 856, Warsaw NC 28398 [phone]

Grower:
Address:
County:
Gerald Warren
0
0
SamDson
Designed By:
Checked By:
Date:
Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the North Carolina
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
NOTE: See attached Waste Utilization Plan
DESIGNED:
DATE:
COMMENTS:
KBW
DSE
01/07/04

9a�/3
OPEXATION & MAINTENANCE PLAN
�roper 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 te available in the lagoon for periods when the
receivin crop is dormant (such as wintertime for bermudagrass) or when there are
di
exten 2rainy spells such as the thunderstorm wson in the summertime. This means
that at the first signs of plant growth in the later winter/eariy spring, irrigation according to
a farm waste mana*ement 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 s=ing 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
p ibly twice in years that weather conditions are favorable for
ossi
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.a�d 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, arrumulation of salts or minerals
4. overall condition of pim

Lagoon surface --- look for:
1 . undesirable vegetative growth
2. floating or lodged debris
Embankment --- look for:
I 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 ex rt familiar with design and
construction of waste lagoons. You may need to provi Pe
de a temporary fix if there is a threat
of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert,
Transfer Pumps ---check for proper operation of:
I . 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.
NOTB, Pumping systems should be inspected and operated frequently enough so that you
are not completely "surprised" by equipment failure. You should perform your pumping
system maintenance at a time when your lagoon is at its low level. This will allow some
safety time should major repairs be required. Having a nearly full lagoon is not the time
to think about switching, repairing , or borrowing pumps. Probably, if your lagoon is full,
your neighbor's lagoon is full also. You should consider maintaining an inventory of spare
parts or pumps,
Surface water diversion features are designed to carry all surface
drainage waters (such as rainfall runoff, roof drainage, gutter outlets,
and parking lot runoff) away from your lagoon and other waste
treat,ment 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 insWt your diversion system for the following,
I . adequate vegetation
2. diversion capacity
3. ridge berm height

Identified problems should be corrected promptly. It is advisable to inspect your system
during Or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level Of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes thefe 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
plartning Igation 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:
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 crode lining or bank slopes.
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 I 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 specWist 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 axe
optimum for treatment, Pit recharge systems, in which one or more buildings are drained
and recharged each day, also work well,

Practice water conseryadon---minimize building water usage and
spillage from leaking waterers, broken pipes and washdown through
proper maintenance and water conservation,
Minimize feed wastage and spillage by keeping feeders adjusted. This
will reduce the amount of solids entering the lagoon
Management:
Maintain lagoon liquid level between the permanent storage level and
the full temporary storage level.
Place visible markers or stakes on the lagoon bank to show the
minimum liquid level and the maximum liquid lever (Figure 2-1).
Stan 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 I foot to the lowest
point of the dam or embankment.
Do not pump the lagoon liquid level lower that the permanent storage
level unless you are removing sludge,
Locate float pump intakes approximately 18 inches underneath the liquid
surface and as far away from the drainpipe inlets as possible.
Prevent additions of bedding materials, long-stemmed forage or vegetation,
molded feed, plastic syringes, or other foreign materials into the lagoon,
Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed,
Maintain strict vegetation, rodent, and varmint control near lagoon edges.
Do not allow trees or large bushes to grow on lagoon dam or embankment.
Remove sludge from the lagoon either when the sludge storage capacity is
full or before it fills 50 percent of the permanent storage volume,
If animal production is to be terminated, the owner is responsible for
obtaining and implementing a closure plan to eliminate the possibility of a
pollutant discharge,
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:

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 appliod 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 voJue.
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 a-nd other conditions which
could increase the concern of neighbors.

Possible Causes of Ugoon 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 "pert 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 f�dlure.