310180_Permit Renewal Application 2019_20190410

aECEIVEDIODEOIDWWR
MAR 2 8 2019
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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: 31-0180
2. Facility Name: N.H. Swine Farm #3
3. Landowner's Name (same as on the Waste Management Plan): Nicholas HerrinL
4. Landowner's Mailing Address:
City: Mount Olive
Telephone Number: 919-922-2854 Ext.
306 Alum Springs Rd
State: NC
E-mail:
Certificate Of Coverage Number:
AWS310180
Zip: 28365
5. Facility's Physical Address: 802 Church Rd
City: Pink Hill State: NC Zip: 28572
6. County where Facility is located: Duplin
7. Farm Manager's Name (if different from Landowner):
8. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"): Murphy -Brown LLC
10. Operator Name (OIC): Sean J. Simpson Phone No.: 919-658-0099
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit:
Operation Types:
Swine
Wean to Finish
Wean to Feeder
Farrow to Finish
Feeder to Finish
Farrow to Wean
Farrow to Feeder
Boar/Stud
Gilts
Other
Operations Type
Swine - Wean to Feeder
Cattle
Dairy Calf
Dairy Heifer
Milk Cow
Dry Cow
Beef Stocker Calf
Beef Feeder
Beef Broad Cow
Other
Allowable Count
3,552
Dry Poultry
Non Laying Chickens
Laying Chickens
Pullets
Turkeys
Turkey Pullet
Wet Poulin
Non Laying Pullet
Layers
OIC #: 17290
Other Types
Horses - Horses
Horses - Other
Sheep - Sheep
Sheep - Other

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
t Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
#1
?C I
Ciao(
/ ; 70
"ZQ D0
-f9
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:
1. The most recent Waste Utilization Plan (WUP) signed 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 every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, 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: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not' more than 5 years, or both for
a similar offense.)
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: 141 C -FO L6t S ie . 14E ►� f N Title: t) w N f
Signature: Iv �` uv 4 `� Date: '3 - Zv - 74, I1
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED 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: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

ROY COOPER
Governor
MICHAEL S. REGAN
Secrerary
LINDA CULPEPPER NORTH CAROLINA
Director Environmental Quality
February 27, 2019
Nicholas Herring
N.H. Swine Farm #3
306 Alum Springs Rd
Mount Olive, NC 28365
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available
at hops://deu.nc.aov/about/divisions/water-resources/water-uuality -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 your continued coverage under the State Non -Discharge General Permits. you must submit an application for
permit coverage to the Division. Enclosed you will find a 'Reuuest for Certificate of Coverage Facility Currently Covered by an
Expiring State Non -Discharge General Permit." The application form must be completed. signed and returned by April 3. 2019.
Please note that you must include one i11 coon of the Certified Animal Waste Management Plan [CAWMPI with the
completed and signed application form. A list of items included in the CAWMP can be found on page 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of 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 919-707-9100.
Enclosures
cc (w/o enclosures):
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Wilmington Regional Office, Water Quality Regional Operations Section
Duplin County Soil and Water Conservation District
AFOG Section Central Files - AWS310180
Murphy -Brown LLC
North Carolina Department of Environmental Quality I Division of Water Resources
512 N. Salisbury St. 11636 Mail Service Center 1 Raleigh, North Carolina 276994636
919.707 9000

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.
El El
El El
an
EYo
O 0
❑ ❑
❑ ❑
Version —November 26, 2018
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
1 3B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
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 opinioneof 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.
-24)-2'u
Signature of Farm Owner/ anager Date
64 :16
k 3//.
Signature of Technical Specia g p Date

WASTE UTILIZATION PLAN
Goldsboro Hog Farms, Inc.
Friday, May 18, 2018
Producer :
Farm Name :
Updated: 5/18/2018
Telephone # :
Type of Operation :
Number of Animals :
Application Method:
Nick Herring
N.H. Swine Farm #3
306 Alum Springs Road
Nt. Olive,NC 28365
[phone]
Wean to Feeder Swine
3552 pigs design capacity
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

AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
3552 pigs X 0.4 tons waste/pigs/year = 1420.8 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
3552 pigs X 0.48 Ibs PAN/pigs/year =1704.96 PAN/year
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.
TABLE 1 : ACRES OWNED BY PRODUCER
TRACT FIELD
SOIL TYPE &CLASS- CROP YIELD LBS AW COMM ACR]FS LBS AW APPLIC.
DETERMINING PHASE
CODE N/ACRE NACRE / / USED TIME
371
371
NOBOCO 0-2%
C
115
111.1
20
(2.
293
MAR-JUN
716
* 3716-1
NOBOCO 0-2%
W
60
124.8
0
2.64
329
SEP-APR
3716
* 3716-1
NOBOCO 0-2%
SB
38
148.96
0
2.64
393
APR-SEP 15
V 3716
* 3716-2
NOBOCO 0-2%
C
115
111.1
20
2.64
293
MAR-JUN
3716
* 3716-2
NOBOCO 0-2%
W
60
124.8
0
2.64
329
SEP-APR
3716
* 37454,NOBOCO 0-2%
SB
38
148.96
0-54
393
APR-SEP 15
4925
(4925-1 NOBOCO 0-2%
BH
•
6.5
295.75
0
127
MAR-SEPT
5
- 4925-1 NOBOCO 0-2%
SG
1
50
0
22
SEP-apr
4_92?
rA925-10 .NOBOCO 0-2%
i BH
6.5
296.01
0
[
J
169
MAR-SEPT
4925
- 4825-10
NOBOCO 0-2%
SG
1
50
0
29
SEP-APR
/"49266 ]
469925-11
NOBOCO 0-2%
1 BH
6.5
295.75
0
4
127
MAR-SEPT
[
- 4925-11
NOBOCO 0-2%
j SG
1
50
0
043
�)
22
SEP-MAY
4925)
4925-12
NOBOCO 0-2%
BH
6.5
295.75
0
�,� T�'
.
41
MAR-SEPT
-4925
- 4925-12 NOBOCO 0-2%
SG
1;
50
0
'._r$
7
SEP-APR
5-1T''NOBOCO 0-2%
: -BH
--
6.5:
295.945
0
Q
83
MAR-SEPT
2-4925#3 'NOBOCO 0-2%
SG
1
50
0
0.28
14
SEP-APR
4925)
4925-14 NOBOCO 0-2%
BH
6.5
295.945
0
0.28
83 I
MAR-SEPT
-4925- NOBOCO 0-2%
SG
1
50
0
14 SEP-MAY
925 425-1A ,. OBOCO 0-2%
BH
6.5
295.945
0
4
334
MAR-SEPT
r/ 4 25 ' - 4925-1A NOBOCO 0-2%
i
SG
1
50
0
/1.13
57 i
SEP-APR
►� , 4925-2 NOBOCO 0-2%
BH
6.5
295.945
0
i.6/
195 MAR-SEPT
4925 ,• '- 4925-2 'NOBOCO 0-2%
1 SG
1
50 0
0.66
33 I SEP-APR
25 4925-3
NOBOCO 0-2%
BH I
6.5
295.945' 0
y0.21-
83 MAR-SEPT
4925 I- 4925-3
NOBOCO 0-2%
SG "
1
50 0 0.28
14
SEP-APR
4925
4925-4
NOBOCO 0-2%
BH
6.5
295.945t 0 0.11
41
MAR-SEPT
4925
- 4925-4
NOBOCO 0-2%
SG
1
50" 0
0.14
7
SEP-APR
4925
4925-5
NOBOCO 0-2%
BH
6.5
295.945
0
0.41�
127
MAR-SEPT
4925
- 4925-5
NOBOCO 0-2%
SG
1
50
0
0.43
0.5
22
SEP-APR
4925
4925-6
NOBOCO 0-2%
BH
6.5
295.945
0
169
MAR-SEPT
4925
- 4925-6
NOBOCO 0-2%
SG
1
50
0
0.57/
29
SEP-APR
4925
4925-7 NOBOCO 0-2%
BH
6.5
295.945
0
0.2$
83
MAR-SEPT
4925
- 49 -7 NOBOCO 0-2%
SG
1
50
0
0 8
14
SEP-APR
925
4925-8 NOBOCO 0-2%
1 BH
6.5
295.945
0
.28‘,
83
MAR-SEPT
2-5
- -8 NOBOCO 0-2%
SG
1
50
0
O. 8
14 SEP-APR
4925
4925-9 NOBOCO 0-2%
BH
6.5
295.945
0
169 MAR-SEPT
- - NOBOCO 0-24
SG
1
50
0
29
SEP-APR
6346.
6346-1- NOBOCO 0-2%
C
115
111.1
20
317 MAR-JUN
846 * 46-1 NOBOCO 0-2%
1 W
60
124.8
0 2.85
356
SEP-APR
6346 * 1_ 0-2%
SB
38
148.96
0
425
APR-SEP 15
_NOBOCO
63 ] 6346-2 ,INOBOCO 0-2%
i C i
115
111.1
201 1.6 _
182
MAR-JUN
S 46 * 46-2 .NOBOCO 0-2%
W '
60
124.8
0I 1.64
205
SEP-APR
Page 2

I 6346 * 6346-2 INOBOCO 0-2%
I 634 * 6346-3 ;NOBOCO 0-2%
L 6346 * 6346-3 'NOBOCO 0-2%
6346
* 6346-3 NOBOCO 0-2%
346' 1fe 6346,4-% INOBOCO 0-2%
6346 * 6346-4 'NOBOCO 0-2%
i* 6346-4 NOBOCOO-2%
6348 6346:5 1NOBOCO 0-2%
6346 R 6346-5 INOBOCO 0-2%
6346 * 6346-5 NOBOCO 0-2%
6346 ' 6346-6..' 1NOBOCO 0-2%
— 6346
* 6346-6 NOBOCO 0-2%
6346 * 6346-6 INOBOCO 0-2%
6346
-6346
6346
6347 1 6347-t
6347 I* 6347-1
1 �47 6347-1
►f 634'34
' 6347 * 6347-2
'�2,s 1* 6347-2
6347
6347
6347
*� 6346-7.-r INOBOCO 0-2%
1* 6346-7 'NOBOCO-0-2%
NOBOCO 0-2%
NOBOCO 0-2%
NOBOCO 0-2%
NOBOCO 0-2%
,INOBOCO 0-2%
INOBOCO 0-2%
INOBOCO 0-2%
6347-3' NOBOCO 0-2%
* 6 347-3 NOBOCO 0-2%
I* 6347-3 'NOBOCO 0-2%
SB
C
W
SB
C
W
SB
C
W I
381 148.96
115j 111.1
601 124.8
38 148.961
1151 111.11
60' 124.8]
381 148.96
1151 111.1
60' 124.8i'
0' 1.64 244 APR-SEP 15
201 ? 124 MAR-JUN
Of 140 SEP-APR
0 1.12
20 0.6V)
0 '0:61'
0 9.69
20 .OS/
Of 2.02
0 02
C 11 111.1 2' 3.
W 60 124.8 0 3:13
SB 38' 148.96 0 3_�3
C 1151 111.1 20, .22•
60 124.8, 0 .05 256 I SEP-APR
SB 381 '148.961 0 2. r 305 APR-SEP 15
1151 111.11 20 1
167
77
86
103
224
252,
APR-SEP 15
MAR-JUN
SEP-APR
APR-SEP 15
MAR-JUN
SEP-APR
3011 APR-SEP 15
3481 MAR-JUN
391 ' SEP-APR
466 APR-SEP 15
SB
W
C
W
SB I
C
W
SB
c
W
SB
38 148.96
601 124.8
2281 MAR-JUN
179' MAR-JUN
201 SEP-APR
38I 148.96. 240 APR-SEP 15
115, 111.11 106 MAR-JUN
6 124.81 0 ' 119 ' SEP-APR
38 148.96. 0 0.951 142 APR-SEP 15
1151 111.1 20 .5 399 MAR-JUN
60, 124.8' 0 3.59 448 SEP-APR
38' 148.96 0 3.591 5351 APR-SEP 15
TOTALS: 7035.39
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
requirments. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of NC to have a nutrient management plan that addresses all
nutrients. This plan only addresses Nitrogen.
Page 3

CROP
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 1 and 2 above:
CROP CODE
C CORN
BH j HYBRID BERMUDAGRASS-HAY
SG
UNITS
LBS N/UNIT
BUSHELS 1.25
TONS 50
Page 4

"** BALANCE
-5,330
*** This number must be less than or equal to 0 in order to fully Ily utilize the animal waste N
Acres show in each of the preceeding tables are considered to be the
required buffers, filter strips along ditches, odd areas unable to be irrigated,
areas not receiving full application rates due to equipment limit usable acres excluding
fields listed may, and most likely will be, more than the acres showng d° and perimeter
limitations. theta total acres in the
NOTE: The Waste Utilization Plan must contain provisions for in the tables.
sludge at agronomic rates. The sludge will be nurturient rich and will require
measures to prevent over application of nutrients or otherperiodic land application of
will uduce a duc ion facility
approximately 269.952 pounds of plant available nitrogen s. PAN per year innche
sludge that will need to be removed on a periodic basis. This figure is PAN
broadcasting the sludge. Please be aware that additional acres � per the
equipment, may be needed when you remove this sludge.
when
of land, as well special
See the attached map showing the fields to be used fortheutilization
APPLICATION OF WASTE BY IRRIGATION of waste water.
The irrigation application rate should not exceed the intake rate of the
irrigation such that runoff or ponding occurs. This rate is limited byinitial
content, soil structure, soil texture, water droplet size, and organicsoil at the time of
amount should not exceed the available water holding capacity soil moisture
irrigation nor should
should the a available nitrogen applied o solids. Thee time
of
p ty of the soil at the time of
crop. pp ed exceed the nitrogen needs of the
Your facility is designed for 180 days of temporary storage and the t
be removed on the average of once every 5.92 months. In no instance
waste being stored in your structure be within 1.58 feet of the toptemporary storage must
If surface irrigation is the method of land application for should the volume of
of the dike.
producer and irrigation designer to ensure that an irrigation system is installed
irrigate the acres shown in Tables 1 and 2. F this plan, it is the responsiblity of the
amounts of Nitrogen shown in the tablesandallure to apply dtoes properly
pp y the recommended rates and
may
make this plan invalid.
The following table is provided as a guide for establishing application rates ales and amounts.
FIELD SOIL TYPE APPLICATION APPLICATION
3716— *3716-1, *3716-2 NOBOCO 0-2% CROP RATE in/hr
3716 ) AMT (inches)
' NOBOCO 0-2% W
3716-2 NOBOCO 0-2%
6346
6346
6347
6347
6347
TOTALS FROM TABLES 1 AND 2
ACRES LBS AW
N USED
TOTALS: 31' 7,035
31.41 7,035
AMOUNT OF N PRODUCED:
1,705
3716 *37161
4925
4925
6346 , *6346-3 *6346-4 *6346
NOBOCO 0-2%
NOBOCO 0-2%
5> NOBOCO 0-2%
, *6346-3, *6346-4, *6346-5, NOBOCO 0-2%
,*6346-3 *6346-4 *6346
-5,
NOBOCO 0-2%
*6347-1, *6347-2, *6347-3 NOBOCO 0-2%
*6347-1, *6347-2, *6347-3 NOBOCO 0-2%
*6347-1, *6347-2, *6347-3 NOBOCO 0-2%
SB 0.00 *1
Paae 5

* This is the maximum application amount allowed for the soil assuming
nitrogen allowed for the crop is not over applied. In many situations the ion
t
amount shown cannot be applied because the nitrogen limitation. the amount of
a
application amount shown can be applied under optimum soil conditions. aximuum
Page 6

NARRATIVE OF OPERATION
WUP was amended on 5/18/18 to reflect the purchase of this farm by Nick Herring. All
information was provided by grower and from WUP written by Ronnie G. KennedyJr.h
6/1/17. All realistic yields and wetted acres were used from the plan on 61/17. Allon
changed was that I
Page 7

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 co
of a written agreement with a landowner who is within a reasonable proximity, allowingpy
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 Toss 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 Referenc -
Environment file for guidance.) e
*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 cro is
not covered with waste to a depth that would inhibit growth. p
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
Page 8

and from any perennial stream or river (other that an irrigation ditch or canal. Animal waste
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 Iandownwer.
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 annual)
at crop sites where waste products are applied. Nitrogen shall be the rate -determining y
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
Page 9

Agriculture regulations.
* Liquid Systems
Page 10

a
•� s
SIGNATURE:
NAME OFFARM: N.H.
Swine Farm *3
OWNER / MANAGER
I (we) understand AGREEMENT
maintenance and will follow an
prnd and
l follow
and element the
named above. 1 specifications
treatment and/or (we) know that an approved ani and the plan and storage w th y expansio mal waste utilization operation and
a new certification system
m or construction o the existing dew atre plan for the far
be submitted to new facilities design capacity of the m
1(W understand that 1 m DEM before the new
require waste
to la apply the must o a new utilization
be available animal �,�, own or have animals
at the appropriate
described ' acCes toe equipment,are stocked.
in a 25-year 1-day imal waste
pumping in this waste u� ln.
be available
in Y storm event. ping time such utilization plan y irrigation equipment,
NAME OF appropriate Y that the wastetes t. discharge occurs from must
FACILITY O priate times and will be a m the la
SIGNATURE: OWNER: Al. k Herring at rates that no runolff d on the Land goon
occurs.
NAME OF MANAGER (if different
rent from owner):
SIGNATURE:
NAME OF T
ECHNICAL SPECIALIST:
AFFILIATION; Robert
Private Technical Specialist
ADDRESS (AGENCY): 104
Adler Lane
Goldsboro, NC �7530
[phone]
DATE:
8. Mitchell Jr,
DATE:
DATE' S" ti3 -
Please pant

Notification of Change of Ownership
Animal Waste Management Facility
(Please type or print all information that does not require a signature)
In accordance with the requirements of 15A NCAC 2T .1304(c) and 15A NCAC 2T .1305(d) this form is official notification
to the Division of Water Quality (DWQ) of the transfer of ownership of an Animal Waste Management Facility. This form
must be submitted to DWQ no later than 60 days following the transfer of ownership.
General Information:
Name of Farm: N.H. Swine Farm #3-01dFarm-Doe Gone Hog Farm
Previous Owner(s) Name: Sean Simpson
New Owner(s) Name No:
Mailing Address: 306 Alum Springs Road
Farm Location: Latitude and Longitude: _34_ _58_ _05_ / _77_ _43_ _22_
Please attach a copy of a county road map with location identified and describe below (B
milepost, etc.): Take H 11 H out of Pink HilL NC. Address 802 Church Road P
28572
Operation Description:
Type of Swine No. of Animals
❑ Wean to Feeder _ 3552
❑ Feeder to Finish
❑ Farrow to Wean
❑ Farrow to Feeder
❑ Farrow to Finish Other Type of Livestock:
❑ Gilts
-
❑ Boars
Acreage Available for Application: 30+- Required Acreage:
Total Capacity: 181.760 Cubic Feet (ft3)
Number of Lagoons / Storage Ponds : 1 p''—
Owner / Manager Agreement operation and
I (we) verify that all the above information is correct and will be updated upon changing. I (we) understand
fathee named above
maintenance procedures established in the Certified Animal Waste Management Plan (CAWMP)design capacity of the
and will implement these procedures. Ins know of new facilities that any will require a pefication or ron to the rmit modification before the newanimals
waste treatment and storage system or cho
are stocked. I (we) understand that there aeinandmade conveyacharge of nceorfrom from storm event less severeithan the system to
surface waters of the state either directly through
24-hour storm and there must not be run-off from the application
Peirmrt and completioal nofthis form authorizes the this facility may be of Water
covered by a State Non -Discharge Permit or a NPDES
to issue the required permit to the new land owner.
Sean Sim i son
Mt. Olive, NC 28365
No. of Animals
Name of Previous Land Owner:
$. Signature:
Name of New Land 0
'Signature:
Name of Manager(if different from owner):
Signature:
Please sign and return this form to:
Type of Poultry
❑ Layer
❑ Pullets
rin
Date:
N. C. Division of Water Quality
Aquifer Protection Section
Animal Feeding Operations Unit
1636 Mail Service Center
Raleigh, NC 27699-1636
Facility No: _31= _180
Phone No: 910-273-1862
919-922-2854
Inteerator-Smithfield Foods
County:Du lin
e specific: road names, directions,
ink Hill NC.
Type of Cattle No. of Animals
❑ Dairy
❑ Beef
Number ofAnimals:_—
25+-
Date: s ?.b'(ir
Date:
May 2, 2007

offe;,%'-
December 7, 1999
Mr. Milton Houston
M & D Farm
721 Church Road
Pink Hill, NC 28572
Dear Milton,
CARROLL'S FOODS, INC.
P. O. Drawer 856
WARSAW, NORTH CAROLINA 28398
[phone]
Please find attached a copy of your facility design. You may want to check with
NRCS if you do not have a copy of your Waste Utilization Plan. Don Butler told me
you called and needed a copy of your plan.
If I can be of further assistance, give me a call.
Sincerely,
Howard L. Hobson, Technical Specialist
Carroll's Foods, Inc.
RECaNDE011iVVR
MAR 282019
Water QUEitity
Re ° Operans

CARROLL'S FOODS, INC.
P. O. Drawer 856
WARSAW, NORTH CAROLINA 28398
FACILITY DESIGN AND
WASTE MANAGEMENT PLAN
FARM
NAME OR NUMBER
t-t o vs -Ea
/ %CTN ti/
FARM DESCRIPTION 3552 /11u,P50/ t,'
LOCATION v PC
ti(
COMPANY FARM
CONTRACT GROWER

IMPORTANT INFORMAT'[ON
ABOUT LAGOON CONSTRUCTION
Listed below is a brief summary of volumes and other data: (See contents of Plan for more
information)
DESIGN REQUIREMENTS
EXCAVATION
FILL (pad & dike)
TOP SOIL (minimum 3" thick)
CLAY LINER (represents a complete liner if required)
►a-g-lz
y-97z.
2cc)
cubic yards
cubic yards
cubic yards
cubic yards
cubic yards
Constructed top of dam must include a minimum of 5% settlement - EXAMPLE: 10 feet high
dam will require 5% of 10 feet or 0.5 feet fill above planned top of dam.
Clay content, thickness and compaction of liners (if required) are very important. If the
certifying technical specialist is unable to approve the liner with normal field techniques, an
independent engineering analysis will be required (see CONSTRUCTION SPECIFICATIONS for
additional information). If independent engineering analysis is required, this expense will be the
responsibility of the owner/grower.
Special attention needs to be given to the seeding specifications. The lagoon dike must be seeded
according to specifications before the system can be certified and stocked with animals. (Consult
with your SCS Conservationist regarding mulching).

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ATTENTION OWNER AND EARTH MOVING CONTRACTOR
PLEASE READ THIS BEFORE REVIEWING THE ATTACHED WASTE
MANAGMENT PLAN.
This design has been prepared in accordance with USDA Soil Conservation standards and
properly installed will allow certification and stocking of animals. The following items
should be discussed PRIOR to entering into a contract:
1. This design is in compliance with state and federal laws. Any changes in design may
result in non-compliance and failure to be eligible for certification. No animals can
be stocked until the lagoon construction is approved and certified to the Division of
Environmental Management (DEM).
2. This design has taken into account data including soils, topography, wetlands,
streams, dwellings, wind direction, and owners concerns.
3. The volume shown represents excavation and fill in the lagoon and pad area. It
does NOT account for cut/fill for liners, roads, borrow areas, drainage or other
related construction activities unless specifically covered in the design.
4. Typically, the excavation volume represents the bulk of earthwork and is used for
price negotiations. All earth work beyond this amount will be worked out between
the owner and contractor, CARROLL'S DOES NOT NEGOTIATE PRICES FOR
GROWERS.
5. It is the desire of Carroll's Foods that the contractor receives a fair price for earth
work and the land owner receives a properly constructed lagoon and pad that will
meet design requirements.
6. DO NOT' MAKE ANY CHANGES TO THE DESIGN OR FARM LAYOUT
UNLESS THE ORIGINAL DESIGNER IS CONSULTED AND APPROVES.
CARROLL'S FOODS ASSUMES NO RESPONSIBILITY FOR ANY
DEVIATION FROM ORIGINAL DESIGN OR CHANGES MADE ON THE SITE
BY CONTRACTOR OR ANYONE OTHER THAN CARROLL'S PERSONNEL.

CARROLL'S FOODS, INC.
P. 0. Drawer 856
WARSAW, NORTH CAROLINA 28398
MEMORANDUM
TO: All Prospective Contract Growers
FROM: Don Butler, Real Estate Manager
Howard Hobson, Resource Conservationist
RE: Legal requirements for swine growers in
North Carolina and how they relate to you
The facility design and waste management plan attached is of the utmost
importance to you and to Carroll's. This plan must be approved by a technical specialist
with USDA Soil Conservation Service prior to construction start. The lagoon must be
constructed exactly as designed unless changes are approved by the original designer and
SCS personnel. The approved plan needs to become a part of your permanent records
and must be readily available for review if and when your farm is inspected by state
regulatory personnel.
When earthwork and lagoon construction is complete and the top of the dike and
outside slopes of the lagoon has been graded, seeded, and fertilized it must pass a final
inspection by SCS personnel in order for your farm to be certified ready to stock
animals. At the time of final construction approval the grower and the person certifying
construction must sign a document called Certification for New or Expanded Animal
Feedlots (a blank of this form is enclosed in your package) and this form must be sent
to the Department of Environmental Health and Natural Resources in Raleigh. Copies
of the signed document should be kept in your permanent file, one copy goes to SCS for
their file, and a copy must be presented to Carroll's Foods before any animals can be
placed on your farm. The owner is responsible for the Certification being completed
and sent to the appropriate places. Remember, No Certification -- No Animals.
If you have any questions about any of the above information please contact one
of us by calling 910-293-3434, extension 246.

Form ID: ACNEW0194
P.O. Box 29535, Raleigh, North Carom s:1.27626-0635
J�UIG VI IVUI II I UIlI
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
• ,
�„„r,
_..� ..
r � i
CERTIFICATION FOR NEW OR EXPANDED ANIMAL FEEDLOTS
INSTRUCTIONS FOR CERTIFICATION OF APPROVED ANIMAL WASTE MANAGEMENT PLANS FOR
,NEW OR EXPANDED ANIMAL WASTE MANAGEMENT SYSTEMS SERVING FEEDLOTS
PEOUIR... NTS/PIIRPOS$ -
In order to be deemed permitted by the Division of Environmental Management
(DEM), the owner of any new or expanded animal waste management system
constructed after January 1, 1994 which is designed to serve greater than or
equal to the animal populations listed below is required to submit a signed
certification form to DEM before the new animals are stocked on the farm.
Pasture operations are exempt from the requirement to be certified.
100 head of cattle
75 horse:: -
250 swine
1,000 sheep
30,000 birds with a liquid waste system
The certification must be signed by the owner of the feedlot (and manager if
different from the owner) and by any technical specialist designated by the Soil
and Water Conservation Commission pursuant to 15A NCAC 6F .0001-.0005. A
technical specialist must verify by an on -site inspection that all applicable
design and construction standards and specifications are met as installed and
that all applicable operation and maintenance standards and specifications can
be met.
Although the actual number of animals at the facility may vary from time to time,
the design capacity of the waste handling system should be used to determine if
a farm is subject to the certification requirement. For example, if the waste
system for a feedlot is designed to handle 300 hogs but the average population
will be 200 hogs, then the waste management system requires a certification.
This certification is required by regulations governing animal waste management
systems adopted by the Environmental Management Commission (EMC) on December 10,
1992 (Title 15A NCAC 2H .0217).
CERTIFICATION FORM
On the reverse side of this page is the certification form which must be
submitted to DEM before new animals are stocked on the farm. Assistance in
completing the form can be obtained from one of the local agricultural agencies
such as the soil and water conservation district, the USDA -Soil Conservation
Service, or the N.C. Cooperative Extension Service. The form should be sent to:
Department of Environment, Health and Natural Resources
Division of Environmental Management
Water Quality Section, Planning Branch
P.O. Box 29535
Raleigh, N.C. 27626-0535
Phone: [phone]
Steve W. Tedder, Chief
Water Quality Section
Date: 4/. 7.1.7 /€Y7
Telephone [phone]
FAX [phone]
An Equal Opportunity Affirmative Action Employer 5.7%recycled/ 10% post -consumer paper

TABLE OF CONTENTS
Vicinity Map 1
ASCS Field Map 2
Soils Map 3
Soil Investigation Worksheet 4
Waste Treatment Plan • 5
Waste Utilization Plan ... 6
Operation and Maintenance Plan 7
Construction Specifications for Lagoon 8
Seeding Plan (Farm Site)
Computer Drawing of Existing Ground
Existing Elevations
Lagoon Cross Section Diagram
Computer Drawing of Proposed Lagoon & Building Pad
Site Balance Report
Computer
Computer
Computer
Computer
- All Data - Proposed
- Contour Lines
- Sloping Lines
- Blow-up of Lagoon Corner
Building Pad Elevations
Computer Cross Section -Existing_ - Proposed - Balanced
Facility Overlaid on Existing Topo Map
Drawing
Drawing
Drawing
Drawing
9
10
11
12
13
14
15
16
17
18
19
20
21

Operator:MILTON �4IL�� County: DUPLIN
Distance to nearest residence (other
1. AVERAGE LIVE WEIGHT (ALW)
O sows (farrow to finish)
O sows (farrow to feeder)
O head (finishing only)
O sows (farrow to wean)
3552 head (wean to feeder)
Describe other
than
owner) :
x 1417 lbs.
x 522 lbs.
x 135 lbs.
x 433 lbs.
x 30 lbs.
Date: 07/11/94
0.0 feet
= 0 lbs
0 lbs
0 lbs
= 0 lbs
106560 lbs
0
Total Average Live Weight =
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
106560 lbs
Volume = 106560 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 106560 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume =
4. TOTAL DESIGNED VOLUME
Inside top length (feet)
0.0 cubic feet N o-r CLU D r=-3:›
Inside top width (feet)
Top of dike elevation (feet)
Bottom of lagoon elevation (feet)
Freeboard (feet)
Side slopes (inside lagoon)
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 194.0 139.0 10.0
A+ e W W E fS RE4v'cs i
AREA OF TOP
LENGTH * WIDTH =
194.0 139.0
AREA OF BOTTOM
LENGTH * WIDTH =
134.0 79.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
164.0 109.0
200.0
145.0
53.8
42.8
1.0
3.0 : 1
26966 (AREA OF TOP)
10586 (AREA OF BOTTOM)
71504 (AREA OF MIDSECTION
* 4)
CU. FT. = AAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMU * DEPTH/6
26966.0 71504.0 10586.0 1.7
Total Designed Volume Available = 181760 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
200.0 145.0 29000.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 29000.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 106560 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 194650 gals. or 26022.7 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
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
Volume = 7.0 in * DA / 12 inches per foot
Volume = 16916.7 cubic feet
7.0 inches

7. DESIGNED BY:
5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 18125.0 cubic feet
TOTAL
6. SUMMARY
REQUIRED TEMPORARY STORAGE
5A.
5B.
5C.
5D.
TOTAL
26023
0
16917
18125
cubic
cubic
cubic
cubic
feet
feet
feet
feet
61064 cubic feet
Temporary storage period
Rainfall in excess of evaporation
25 year - 24 hour rainfall
Freeboard
Side slopes
Inside top length
Inside top width
Top of dike elevation
Bottom of lagoon elevation
Total required volume
Actual design volume
Seasonal high watertable elevation
Stop pumping elev. >
Must be > or = to the SHWT elev. >
Must be > or = to min. req. treatment el.=>
Required minimum treatment volume >
Volume at stop pumping elevation >
Start pumping elev. >
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 pumped >
Actual volume planned to be pumped >
Min. thickness of soil liner when required==>
�
��� APPROVED BY •
:7/11799-
(SHWT)===>
DATE: DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
180
7.0
7.5
1.0
3.0
200.0
145.0
53.8
42.8
167624
181760
48.8
50.2
48.8
48.8
106560
118191
52.1
163635
162092
42939
43902
1.6
days
inches
inches
feet
1
feet
feet
feet
feet
cu. ft.
cu. ft.
feet
feet
feet
feet
cu. ft.
cu. ft.
feet
*
cu. ft.
cu. ft.
cu. ft. *
cu. ft. *
feet

1 i47E 2 F-sT✓Am
5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 20298.2 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
5B.
5C.
5D.
TOTAL
6. SUMMARY
26023
0
18945
20298
cubic
cubic
cubic
cubic
feet
feet
feet
feet
65266 cubic feet
Temporary storage period
Rainfall in excess of evaporation
25 year - 24 hour rainfall
Freeboard
Side slopes
Inside top length
Inside top width
Top of dike elevation
Bottom of lagoon elevation
Total required volume
Actual design volume
Seasonal high watertable elevation (SHWT)===>
Stop pumping elev. >
Must be > or = to the SHWT elev. >
Must be > or = to min. req. treatment el.=>
Required minimum treatment volume >
Volume at stop pumping elevation >
Start pumping elev. >
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 207870
Volume at start pumping elevation
Required volume to be pumped
Actual volume planned to be pumped >
Min. thickness of soil liner when required==>
> 180
> 7.0
> 7.5
> 1.0
> 3.0
> 209.8
> 154.8
> 53.8
• 41.2
> 171826
> 228168
48.8
50.2
48.8
47.2
106560
156262
52.1
7. DESIGNED BY: APPROVED BY:
DATE: DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
> 206014
44968
49752
1.8
days
inches
inches
feet
1
feet
feet
feet
feet
cu. ft.
cu. ft.
feet
feet
feet
feet
cu. ft.
cu. ft.
feet
cu. ft.
cu. ft.
cu. ft. *
cu. ft. *
feet
-DES/GN 4 //L /NE
ES'✓6N -1A//p L iN6'�-
1719 0- . 1J 5.

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of
method of disposal.
center pivot, guns,
taken when applying
waste water is recognized as an acceptable
Methods of application include solid set,
and traveling gun irrigation. Care should be
waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 52.1 as marked by permanent marker. Stop pump -
out when the fluid levell reaches elevation 50.2 . This temporary
storage, less 25 yr- 24 hr storm, contains 42939 cubic feet or
321186 gallons.

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inch per hour. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
FOUNDATION PREPARATION:
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.6 ft.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over -
excavated below finish grade.to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion -according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
When tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

SEEDING SPECIFICATIONS
AREA TO BE SEEDED: 1.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
0.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
8.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
0.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
1000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
2.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
100.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

Orientation: -45.8
55.00"
54.00
53.00
52. 00
51.00
50.00
49.00
48.00�
Lower Left
Z Magnification: 28.5
P.4;VARgghealr4t...
3D Mesh Surface
Existing
Project: MILTON HOWTON
Drawing: 3552 NURSERY
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by:
using Sitework
Inclination: 20.0
3D Mesh Surface

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Plot of the sloping lines for the surface:
Existing
Project:
Drawing:
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
MILTON HOWTON
3552 NURSERY
Prepared by: using Sitework

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Orientation: -45.0
56.00
54.00
52.00
50.00
48.00
46.00
44.00
42.00
Lower Left
Z Magnification: 13.9
3D Mesh Surface
Balanced
Project:
Drawing:
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
MILTON HOWTON
3552 NURSERY
Prepared by: using Sitework
Inclination: 20.0
30 Mesh Surface

Fill shr'-,k/swell percent: 30.00 Cut shrink/swell-9rcent: 0.00
Iterating to balancing within 10.0 cubic yards...
delta Cut Fill CUT - FILL
0.00 3779.27 9333.34 -5554.07
- 1.45 5293.95 4127.85 1166.11
- 1.20 4975.76 4959.21 16.56
- 1.20 4971.61 4971.73 -0.12
Lower "Proposed" by 1.20 feet.
New surface called "Balanced" has been created.
Project:
Drawing:
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
MILTON HOWTON
3552 NURSERY
Prepared by: using Sitework

Plot of all data for the surface:
Balanced
Project:
❑rawing:
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
MILTON HOWTON
3552 NURSERY
Prepared by: using Sitework

we 0
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'42. 8 0
tO
Dayl-igh
.80
erimeter
Plot of the contour data for the surface:
Balanced
Project:
Drawing:
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
MILTON HOWTON
3552 NURSERY
Prepared by: using Sitework

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-
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Daylight.: ^iter
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Plot of the sloping lines for the surface:
Balanced
Project:
Drawing:
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
MILTON HOWTON
3552 NURSERY
Prepared by: using Sitework

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Plot of the sloping lines for the surface:
Balanced
Project:
Drawing:
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
MILTON HOUTON
3552 NURSERY
Prepared by: using Sitework

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: MILTON HOWTON: 3552 NURSERY: Balanced
11 JUL 94 2:41 PM

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: MILTON HOWTON: 3552 NURSERY 11 JUL 94 2:41 PM

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ANTMRT. p;RSTE MANAGEMENT PLAN CERTIFICATION FOR NEW OR $.:BANDED FEEDLOTS
Please return tho completed form to tho Division of Environmental 2ianagsms7+t at
the address on the reverse aides of this form.
Name of farm (Please print):
Address: ' )1 Chvrtif
Pnk j4n1 ?IC yp fl .- Phone No.: 4/0-,248.-4? 2L
Cognt
Farm location: Latitude and Lon itude .ST O`F' 7 a " g s� %Z � � (required) . Also,
please attach a copy of a county road map with location identified.
Type of operation (swine, layer, dairy, etc.) : ,i.•.-:.,e
Design capacity (number of animals): 3C5.2.
Average size of operation.(12 month population avg.): 35ML
Average acreage needed for land application of waste (acres): 172
Technical Specialist Certification
As a technical specialist designated by the North Carolina Soil and Water
-Conservation Commission pursuant to 15A NCAC 6F .0005, I certify that the new or
expanded animal waste management system as installed for the farm named above
has an animal waste management plan that meets the design, construction,
operation and maintenance standards and specifications of the Division of
Environmental Management and the USDA -Soil Conservation Service and/or the North
Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 2H.0217 and
15A NCAC 6F .0001-.0005. The following elements and their corresponding p+iriimn
. criteria-haue_been verified by me or other designated technical specialists and
are included in the plan as applicable: minimum separations (buffers); liners or
equivalent for lagoons or waste storage ponds; waste storage capacity; adequate
quantity and amount. of land for waste utilization (or use of third party) ; access
or ownership of proper waste application equipment; schedule for timing of
applications; application rates; loading rates; and the control of the discharge
of pollutants from stormwater runoff events less severe than the 25-year, 24-hour
storm.
.J.:Name of Technical Specialist (Please Print) )[At►2-/ Je9g
-;.Affiliation: (! a P.
Address (Agency) : ? i h 3 •.N. G 'LP Pelf Phone No. 9fd • 214 -T7P
Signature:
'- 0 FQr
I. S\ Date: 7 ?` 14-
. Cwan er/!Sager Agreement
`I (we) understand the operation and maintenance procedures established. in the
'approved animal waste management plan for the farm named above and will implement
these procedures. I (we) know that any additional expansion to the existing
'design capacity of the waste treatment and storage system or construction of new
=.facilities will require a new certification to be submitted to the Division of ',
Environmental Management before the new animals are stocked. I (we) also
understand that there must be no discharge of animal waste from this system to
,surface waters of the state either through a man-made conveyance or through
g'irunoff from a storm event less severe than the 25-year, 24-hour storm. The
`:approved plan will be filed at. the fax and at the office of the local Soil and
Water Conservation District_ 1'
Name of Land owner (Please Print) : [ l'�� ANTITA
Signature: . -die. rrzl r ..
Date: 9_6_ 9�
Name of Manager, if different from owner (Please print):
Signature: • Date:
Note: A change in land ownership requires notification or a new certification
(if the approved plan is changed) to be submitted to the Division of
Environmental Management within 60 days of a title transfer.
DEM USE ONLY:ACNEW#

Perimeter
7 6,34-4
e
ty e
5P 690°
cid
/44
T.R.Acr :171 C.
1(
MAD Farm
TRACT FIELD 4
ACRES CROP
6347 1 1.61 CORN/WHEAT/SB ROTATION
2 0.95
4g
3 3,59
i6 1 2,64
2.64
rt
6;346 1 2.85
1.64
1.12
t•
0.69
5 2.02
tt
6 3.13
2.05
41325 0.427 "
tt
0.656
0.285 44
4 0. 142
0.427
r: 0.570
0.285 LC
•;.• 0.2.85 44
0.570 "
1 0 0.570
t 0.427
CL
12 0.142
0.285
0,285
I A 1.13
-3 \
TOTAL ACRES 24.23
••••••• I rn 4.,

Swine Farm Waste Management Odor Control Checklist
Source
Farmstead
Cause
• Swine production
Animal body surfaces • Dirty manure -covered animals
Floor surfaces
Manure collection pits
• Wet manure -covered floors
BMPs to Minimize Odor
Vegetative or wooded buffers;
El Recommended best management practices;
• Good judgment and common sense
23 Dry floors
Site Specific Practices
• Urine;
• Partial microbial decomposition
• Slotted floors;
13 Waterers located over slotted floors;
17 Feeders at high end of solid floors;
❑ Scrape manure buildup from floors;
O Underfloor ventilation for drying
❑ Frequent manure removal by flush, pit recharge,
or scrape;
❑ Underfloor ventilation
Ventilation exhaust fans • Volatile gases;
Dust
• Dust
Indoor surfaces
O Fan maintenance;
IR Efficient air movement
• Washdown between groups of animals;
I I Feed additives;
O Feeder covers;
C3 Feed delivery downspout extenders to feeder
curers
Flush tanks
Flush alleys
• Agitation of recycled lagoon
liquid while tanks are filling
• Agitation during wastewater
conveyance
Pit recharge points
• Agitation of recycled lagoon
liquid while pits are filling
❑ Flush tank covers;
❑ Extend fill lines to near bottom of tanks with
anti -siphon vents
❑ Underfloor flush with underfloor ventilation
I Extend recharge lines to near bottom of pits
with anti -siphon vents
Lift stations
• Agitation during sump tank
filling and drawdown
O Sump tank covers
Outside drain collection • Agitation during wastewater 0 Box covers
or junction boxes conveyance

Source
End of drainpipes at
lagoon
Lagoon surfaces
Cause
• Agitation during wastewater
conveyance
BMPs to Minimize Odor
El Extend discharge point of pipes underneath
lagoon liquid level
• Volatile gas emissions;
• Biological mixing;
• Agitation
Irrigation sprinkler
nozzles
ET Proper lagoon liquid capacity;
fEr Correct lagoon startup procedures;
El Minimum surface area -to -volume ratio;
El Minimum agitation when.pumping;
O Mechanical aeration;
O Proven biological additives
Site Specific Practices
• High pressure agitation;
• Wind drift
l$ Irrigate on dry days with little or no wind;
g Minimum recommended operating pressure;
El Pump intake near lagoon liquid surface;
O Pump from second -stage lagoon
Storage tank or basin
surface
• Partial microbial decomposition;
• Mixing while filling;
• Agitation when emptying
O Bottom or midlevel loading;
O Tank covers;
O Basin surface mats of solids;
O Proven biological additives or oxidants
Settling basin surface
• Partial microbial decomposition;
• Mixing while filling;
• Agitation when emptying
O Extend drainpipe outlets underneath liquid
level;
O Remove settled solids regularly
Manure, slurry or sludge •
spreader outlets •
Uncovered manure,
slurry or sludge on field
surfaces
Agitation when spreading;
Volatile gas emissions
O Soil injection of slurry/sludges;
O Wash residual manure from spreader after use;
O Proven biological additives or oxidants
• Volatile gas emissions while
drying
O Soil injection of slurry/sludges
O Soil incorporation within 48 hrs.;
O Spread in thin uniform layersfor rapid drying;
O Proven biological additives or oxidants
Dead animals
Dead animal disposal
pits
Incinerators
• Carcass decomposition
• Carcass decomposition
CR Proper disposition of carcasses
O Complete covering of carcasses in burial pits;
O Proper location/construction of disposal pits
• Incomplete combustion 0 Secondary stack burners

Source
Standing water around
facilities
Cause
• Improper drainage;
• Microbial decomposition of
organic matter
BMPs to Minimize Odor
a Grade and landscape such that water drains
away from facilities
Site Specific Practices
Manure tracked onto • Poorly maintained access roads
public roads from farm
access
1g Farm access road maintenance
Additional information :
Swine Manure Management ; 0200 Rule/BMP Packet
Swine Production Farm Potential Odor Sources and Remedies ; EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge - Lagoon Treatment ; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treatment ; EBAE 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storage ;. EBAE 103-83
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
Controlling Odors from Swine Buildings ; PIH-33
Environmental Assurance Program ; NPPC Manual
Options for Managing Odor ; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies ; PRO107, 1995 Conference Proceedings
Available From :
NCSU, County Extension Center
NCSU -BAE
NCSU -BAE
NCSU - BAE
NCSU - BAE
NCSU - BAE
NCSU - Swine Extension
NC Pork Producers Assoc
NCSU Agri Communications
Florida Cooperative Extension

Source
Insect Control Checklist for Animal Operations
Cause
Flush Gutters • Accumulation of solids
Lagoons and Pits • Crusted Solids
BMPs to Control Insects
Liquid Systems
O Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed.
0 Remove bridging of accumulated solids at
discharge
Ca Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6 -
8 inches over more than 30% of surface.
Decaying vegetation Er Maintain vegetative control along banks of
Excessive Vegetative y g ve g lagoons and other impoundments to prevent
Growth accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
Dry Systems
Site Specific Practices
Feeders • Feed Spillage 0 Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the
accumulation of decaying wastage.
Clean up spillage on a routine basis (e.g., 7 - 10
day interval during summer; 15-30 day interval
Feed Storage • Accumulations of feed residues
during winter).
0 Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by insuring drainage away from site
and/or providing adequate containment (e.g.,
covered bin for brewer's grain and similar high
moisture grain products).
0 Inspect for and remove or break up accumulated
solidi in filter strips around feed storage as
needed.

Source Cause BMPs to Control Insects.
Animal Holding Areas • Accumulations of animal wastes C Eliminate low areas that trap moisture along
and feed wastage fences and other locations where `waste
accumulates and disturbance by animals is
minimal.
O Maintain fence rows and filter strips around
animal holding areas to minimize
accumulations of wastes (i.e., inspect for and
remove or break up accumulated solids as
needed).
Dry Manure Handling • Accumulations of animal wastes 0 Remove spillage on a routine basis (e.g., 7 - 10
Systems day interval during summer; 15-30 day interval
during winter) where manure is loadedforland
application or disposal.
O Provide for adequate drainage around manure
stockpiles.
O Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and
manure handling areas as needed.
Site Specific Practices
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University,
Raleigh, NC, 27695-7613. , .

Source _ _ Cause _ BMPs to Control Insects
- Site Specific Practices
Insect Control Checklist for Animal Operations
Flush gutters • Accumulation of solids
Lagoons and pits • Crusted solids
Excessive vegetative • Decaying vegetation
growth
Liquid Systems
® Flush system is designed and operated sufficiently
to remove accumulated solids from gutters as
designed
® Remove bridging of accumulated solids at
discharge
® Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the crusting
of solids to a depth of no more than 6 to 8 inches
over more than 30 percent of surface
E Maintain vegetative control along banks of
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter along
water's edge on impoundment's perimeter.
Feeders
Dry Systems
• Feed spillage ® Design, operate, and maintain feed systems
(e.g., bunkers and troughs) to minimize the
accumulation of decaying wastage
® Clean up spillage on a routine basis (e.g., 7- to 10-
day interval during summer; 15- to 30-day interval
during winter)
AMIC - November 11, 1996, page 1

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects
Feed storage ® Accumulations of feed ® Reduce moisture accumulation within and around
residues immediate perimeter of feed storage areas by
ensuring drainage is away from site and/or- providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products)
El Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed
Animal holding areas • Accumulations of animal E Eliminate low areas that trap moisture along fences
wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal
® Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e., inspect for and remove or break up
accumulated solids as needed)
Dry manure handling • Accumulations of animal ® Remove spillage on a routine basis (e.g.,
systems wastes 7- to l0-day interval during summer; 15- to 30-day
interval during winter) where manure is loaded for
land application or disposal
O Provide for adequate drainage around manure
stockpiles
® Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and manure
handling areas as needed
Site Specific Practices
For more information contact:
Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC - November 11, 1996, page 2

t
EME GEN
1iL ACTI,-'N
PHONE NUMBERS
Division of Water Resources (DWR)
Emergency Management System (EMS)
Soil and Water Conservation District (SWCD)
Natural Resources Conservation Service (NRCS)
LAN
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:
1) Add soil to berm to increase elevation of dam.
2) Pump wastes to fields at an acceptable rate.
3) Stop all flows to the lagoon immediately.
4) Call a pumping contractor.
5) Make sure no surface water is entering lagoon.
b. Runoff from waste application field -actions include:
1) Immediately stop waste application.
2) Create a temporary diversion to contain waste.
3) Incorporate waste to reduce runoff.
4) Evaluate and eliminate the reason(s) that caused the runoff.
5) Evaluate the application rates for the fields where runoff occurred.
c. Leakage from the waste pipes and sprinklers -action include:
1) Stop recycle pump.
2) Stop irrigation pump.
3) Close valves to eliminate further discharge.
4) Repair all leaks prior to restarting pumps.
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1•
d. Leakage from flush systems, houses, solid separators -action include:
1) Stop recycle pump.
2) Stop irrigation pump.
3) Make sure no siphon occurs.
4) Stop all flows in the house, flush systems, or solid separators.
5) Repair all leaks prior to restarting pumps.
e. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing
leaks- possible action:
1) Dig a small sump or ditch away from the embankment to catch all seepage, put in
a submersible pump, and pump back to lagoon.
2) If holes are caused by burrowing animals, trap or remove animals and fill holes
and compact with a clay type soil.
3) 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 damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage 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. CouId a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off of the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours, call your DWR regional office, phone number:
. After hours, emergency number: 1-800-858-0368. 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
spill, 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:
. Instruct EMS to contact local Health Department.
c. Contact the following for advice/technical assistance:
1) Cooperative Extension, phone number:
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November 23, 2016

2) local SWCD office, phone number:
3) local NRCS office, phone number:
4. If none of the above works call 911 or the Sheriffs Department and explain your problem
to them and ask that person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair of problem to minimize off -site
damage.
a. Contractors Name:
b. Contractors Address:
c. Contractors Phone:
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer,
etc.)
a. Name:
b. Phone:
7. Implement procedures as advised by DWR and technical assistance agencies to rectify
the damage, repair the system, and reassess the waste management plan to keep problems
with release of wastes from happening again.
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