310717_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: 31-0717
Certificate Of Coverage Number: AWS310717
2. Facility Name: Bluetick Fann
3. Landowner's Name (same as on the Waste Management Plan): Leon B Arthur
4. Landowner's Mailing Address: 276 Carter Thigpen Rd
City: Mount Olive State: NC Zip: 28365
Telephone Number: E-mail:
5. Facility's Physical Address: 276 Carter-Thigren Rd
City: Mount OlivQ State: NC Zip: 28365
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"): Prestage Farms Inc tq-, 2.3.. a 8 ti `P
10. Operator Name (OIC): Leon B. Arthur Phone No.: . 919-6&EF;624 OIC #: 17157
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
Operation Types:
Swine - Feeder to Finish 2,880
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses - Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses - Other
Farrow to Finish Milk Cow Pullets Sheep - Sheep
Feeder to Finish Dry Cow Turkeys Sheep - Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment 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)
1
199 Z
C L AY
3009. 4 1
52,272.00
19.50
2
11"4—
CLAY
3M'7!-I-
47,916.00
19.50
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 br 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]
RECEIVED!NCDEQMWR
MAR 2 5 2019
Water Quality
Regional Operations Section

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:
1e is 0, Yr. hta.r
Signature:(,Pjn
Title:
Date:
l'1(t n/ Pr Op era fo r,
3118M
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
Secretary
LINDA CULPEPPER
Girce+tor
NORTH CAROLINA
Environmental Quality
February 27, 2019
Leon B Arthur
Bluetick Fann
276 Carter Thigpen Rd
Mount Olive, NC 28365
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
RECEIVEDINCDEQIDWR
MAR 2 5 2019
Water Quality
Regional Operations Section
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.wov/about/divisions/water-resources/water-quality-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 ou must submit an application for
permit coverage to the Division. Enclosed you will find a "Request for Certificate of Coverage Facility Currently Covered IA 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 Ill cone of the Certified Animal Waste Manaeement Plan 1CAWMP1 with the
completed and signed application form. A list of items included in the CAWMP can be found on _nage 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 Fileg - AWS310717
Prestage Farms Inc
.E....,9
I 512 NorthN_ CaroinaSalisbury Depart1 men163GtofMall £nviroServi.mentalCenter QuatiIty I DivisionNorth of WaterCarding Resources
St ce Ralei27699.1636
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
® EJ
113
El El
Version —November 26, 2018
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.
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.
El CI 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).
EAny 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 mortalitydisposal 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.
3 )) )
Signature of Farm OwnerYtVtanager Date
3))5M
Signature of T hnical Specialist Date

Nutrient Management Plan For Animal Waste Utilization
02-25-2002
This plan has been prepared for:
Bluetick Farms
Leon Arthur
276 Carter Thigpen Road
Mount Olive, NC 28365
919-658-9624
This plan has been developed by:
Bill Thomas
Duplin Soil & Water
PO Box 277
Kenansville, NC 28349
[phone]
Developer Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenanc
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included
with this plan.
Signature (owner)
0.2
Date
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By:
Technica Specialist Signature Date
849401 Database Version 2.0 Date Printed: 02-25-2002 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Conunercial Fertilizer is not included in this plan.
S7
Broadcast
Swine Feeder -Finish Lagoon Liquid waste generated 2,669,760 gals/year by
a 2,880 animal Swine Finishing Lagoon Liquid operation. This production
facility has waste storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
6153
Incorporated
Injected
Irrigated
Year 1
Actual PAN
Applied (Pounds)
7,023
10567
11637
6688
Actual Volume Applied °
(Gallons)
4,341,096
Volume Surplus/Deficit
(Gallons)
-1,671,336
RECEIVED/NCDEQ/DWR
MAR 2 5 2019
Water Quality
Regional Operations Section
Note: In source ID, S means standard source, U means user defined source.
849401 Database Version 2.0 Date Printed: 02-25-2002 Source Page 1 of 1

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the
number of acres of cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields ofthe crops to
be grown, their nutrient requirements, and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being
supplied by manure or other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and
liquid waste that will be applied on each field in order to supply the indicated quantity of nitrogen from each source is also included. A
balance of the total manure produced and the total manure applied is included in the table to ensure that the plan adequately provides for the
utilization of the manure generated by the operation.
Depending on the requirements of the crop and the nutrient content of the waste, some nutrients will likely be over or under applied if animal
waste is being utilized. Waste should be analyzed before each application cycle and annual soil tests are required if animal waste is being
applied. Soil tests should be used to balance the nutrient application amounts with the realistic yields of the crop to be grown. Nutrient
management plans may require that the application of animal waste be limited so as to prevent over application ofphosphorous when
excessive levels of this nutrient are detected in a field.
Waste Utilization Table
Tract,
4126
Field
P-1
Source
I.D.
S7
Soil Series
Goldsboro
Total
Acre
0.7
Use.
Acres
0.7
Cross
Small Grain Overseed
RYE
1.01
Year 1
RYE
Unit
Tons
Applic.
Period
10/1-3/3I
Nitrogen
PA
Nutrient
Req'd
(ihs/.4)
50
Comm. Res.
Fert. (Ibs/A)
Nutrient
Applied
(Ihs/A1
N
0
4126
4126
4126
4126
4126
P-I
P-2
P-2
P-3
P-3
S7
S7
S7
S7
S7
Goldsboro
Goldsboro
Goldsboro
Goldsboro
Goldsboro
0.7
1.1
2.0
2.0
0.7
1-1
2.0
2.0
4126
P-4
S7
Goldsboro
0.6
0.6
Hybrid Bermudagrass
Pasture
Small Grain Overseed
Hybrid Bermudagrass
Pasture
Small Grain Overseed
Hybrid Bermudagrass
Pasture
Small Grain Overseed
*7.4
1.0
*7.4
1.0
*7.4.
1.0
Tons
Tons
Tons
Tons
Tons
Tons
3/1-9/30
10/1-3/31
3/1-9/30
10/1-3/31
3/1-9/30
10/1-3/31
849401 Database Version 2.0 Date Printed: 2/25/02
*275
50
*275
50
*275
50
0
0
0
0
0
0
0
0
0
0
0
0
Applic.
Method
Irrig.
Irrig.
Irrig.
Irrig.
Irrig.
Irrig.
!nig.
Manure
PA
Nutrient
Applied
Liquid
Manure
Applied
(acre)
Solid
Manure
Applied.
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
lbs/A
1000
Ral/A
tons
1000 gals
50
11.98
0
13.65
tons
0.00
275
109.78
0.
125.15
50
19.96
0
40.52
0.00
275
109.78
0
222.85
- 0.00
50
19.96
0
12.77
0.00
275
109.78
0
70.26
0.00
50
19.96
0
79.04
0.00
WUT Page 1

)
Waste Utilization Table
Tract
4126
4126
4126
4126
4126
Field
P-4
P-5
P-5
P-6
P-6
Source
I.D.
S7
S7
S7
S7
S7
Soil Series
Goldsboro
Goldsboro
Goldsboro
Goldsboro
Goldsboro
Total
Acre
0.6
4.0
4.0
1.3
1.3
Use.
Acres
0.6
4.0
4.0
1.3
1.3
Crop
Hybrid Bermudagrass
Pasture
Small Grain Overseed
Hybrid Bermudagrass
Pasture
Small Grain Overseed
Hybrid Bermudagrass
Pasture
4126
4126
4127
P-7
P-7
P-11
S7
Goldsboro
4.7
4.7
S7
S7
Goldsboro
Goldsboro
4.7
2.4
4.7
2.4
4127
4147
4147
P-11
P-10
I'-10
S7
S7
S7
Goldsboro
Goldsboro
Goldsboro
2.4
2.2
2.2
2.4
2.2
2.2
Year 1
RYE
RYE Unit
*7.4 Tons
1.0 Tons _
*7.4 Tons
1.0 Tons
*7.4 Tons
Applic.
Period
3/1-9/30
10/1-3/31
3/1-9/30
10/1-3/31
3/1-9/30
Nitrogen
PA
Nutrient
Req'd
f ihs1A ]
*275
50
*275
50
*275
Comm.
Fert.
Nutrient
Applied
llh,:/-U
0
0
0
0
0
Res.
(lbs/A)
N
0
0
0
0
0
Applic.
Method
Irrig.
Irrig.
Irrig.
Irrig.
Irrig.
Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass *7.4 Tons
Pasture
Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass *7.4 Tons
Pasture
Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass *7.4 Tons
Pasture
4147
4147
P-8
P-8
S7
S7
Goldsboro
Goldsboro
1.8
1.8
1.8
1.8
10/1-3/31
3/1-9/30
10/1-3/31
3/1-9/30
10/1-3/31
3/1-9/30
50
*275
50
*275
50
*275
0
0
0
0
0
0
0
0
0
0
0
0
Irrig.
Brig.
Irrig.
Irrig.
Irrig.
Irrig.
Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass *7.4 Tons
Pasture
10/1-3/31
3/1-9/30
50
*275
0
0
0
0
Irrig.
Irrig.
4147
4147
P-9
P-9
S7
S7
Goldsboro
Goldsboro
0.9
0.9
0.9
0.9
Small Grain Overseed - 1.0 Tons
Hybrid Bermudagrass
Pasture
*7.4 Tons
10/1-3/31
3/1-9/30
50
*275
0
0
0
0
Irrig.
Irrig.
Manure
PA
Nutrient
Applied
Liquid
Manure
Applied
(acre)
Solid,
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
lbs/A
1000
, gal/A
tons
1000 Pals
tons
275
109.78
0
.434.73
0.00
50
19.96
0
25.15
275
109.78
0
138.32
2
0.00
50
19.96
0
92.81
0.00
275
109.78
0
510.48
0.00
50
19.96
0
92.81
0.00
275
109.78
0
510.48
0.00
50
19.96
0
48.50
0.00
275
109.78
0
266.77
0.00
50
19.96
0
43.11
0.00
275
109.78
0
237.13
0.00
50
19.96
0
33.13
275
109.78
0
182.24
0.00
50
19.96
0
33.13
0.00
275
109.78
0
182.24
0.00
849401 Database Version 2.0 Date Printed: 2/25/02 WUT Page 2

VY uow 1.J1.111L.a11v11 1 av11/4., LCil
1
Tract
Field
Source
I.D.
Soil Series
Total
Acre
Use.
Acres
Crop
RYE
RYE
Unit
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
1Ihv+A1
Comm.
Fert.
Nutrient
Applied
(1hstA)
Res.
(lbs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
Liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
Ibs/A
1000
gal/A
tons
1000 gals
tons
1,aetum
l,ipuidF;
'Tr' aI Anniierl I000Zallow:
3 195_29
Total jrjx(jiced 1000
2 60 76
palling
1Wan0.• 1000 aallrrns
-7'7i Tl
N4anllr0alid5
'Moral Apnlicd tons
'Total Produced tons
(Lj0
Balance, tons
,
0.00
Notes: I . In the tract column, symbol — means leased, otherwise, owned.
2. Symbol * means user entered data.
849401 Database Version 2.0 Date Printed: 2/25/02 WUT Page 3

The Irrigation Application Factors for each field in this plan are shown in the following
table. Infiltration rate varies with soils. If applying waste nutrients through an irrigation
system, you must apply at a rate that will not result in runoff. This table provides the
maximum application rate per hour that may be applied to each field selected to receive
wastewater. It also lists the maximum application amount that each field may receive in
any one application event.
Irrigation Ap plication Factors
Tract
4126
4126
4126
4126
4126
4126
•4126
4127
4147
4147
4147
Field
P-1
P-2
P-3
P-4
P-5
P-6
P-7
P-11
P-10
P-8
Goldsboro
Goldsboro
Goldsboro
Goldsboro
Goldsboro
Goldsboro
Goldsboro
Goldsboro
Goldsboro
Goldsboro
P-9 Goldsboro
Soil Series
Application Rate
(inches/hour)
Application Amount
(inches)
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.96
0.96
0.96
0.96
0.96
0.96
0.96
0.96
0.96
0.96
0.96
849401 Database Version 2.0 Date Printed: 02-25-2002 IAF Page 1 of 1

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of
acres needed for sludge utilization for the indicated accumulation period. These estimates are
based on average nitrogen concentrations for each source, the number of animals in the facility and
the plant available nitrogen application rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of
the effluent. At clean out, this material must be utilized for crop production and applied at
agronomic rates. In most cases, the priority nutrient is nitrogen but other nutrients including
phosphorous, copper and zinc can also be limiting. Since nutrient levels are generally very high,
application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray
fields should not be used for sludge application. If this is not possible, care should be taken not to
load effluent application fields with high amounts of copper and zinc so that additional effluent
cannot be applied. On sites vulnerable to surface water moving to streams and lakes, phosphorous
is a concern Soils containing very high phosphorous levels may also be a concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
lb/ac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
:orn 120 bu
'Hay 6 ton R.Y.E.
Soybean 40 bu
150
13.16
36.10
72.21
300
160
26.32
14.04
18.05
33.85
36.10
67.70
108.31
54.16
101.55
849401 Database Version 2.0 Date Printed: 02-25-2002 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate of the number of days of
storage capacity available at the end of each month of the plan. Available storage
capacity is calculated as the design storage capacity in days minus the number of days of
net storage volume accumulated. The start date is a value entered by the user and is
defined as the date prior to applying nutrients to the first crop in the plan at which storage
volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to
the design storage capacity of the facility. If the available storage capacity is greater than
the design storage capacity, this indicates that the plan calls for the application of
nutrients that have not yet accumulated. If available storage capacity is negative, the
estimated volume of accumulated waste exceeds the design storage volume of the
structure. Either of these situations indicates that the planned application interval in the
waste utilization plan is inconsistent with the structure's temporary storage capacity.
Available Waste Storage Capacity
Source Name J Swine Feeder -Finish Lagoon Liquid
Start Date 109/11
Plan Year
Month
1
1
1
1
1
1
1
1
1
1
1
1
1
2
3
4
Design Storage Capacity (Days)
180
Available Storage Capacity (Days) *
93
83
171
180
5 - 180
6
7
8
9
10
12
* Available Storage Capacity is calculated as of the end of each month.
849401 Database Version 2.0 Date Printed: 02-25-2002
Capacity Page 1 of 1
180
180
180
180
167
124

1.
Required Specifications For Animal Waste Management
Animal waste shall not reach surface waters of the state by runoff,
drift, manmade conveyances, direct application, or direct discharge
during operation or land application. Any discharge of waste that
reaches surface water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land
to properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure
an update of the Nutrient Management Plan when there is a change
in the operation, increase in the number of animals, method of
application, receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen
needs for realistic crop yields based upon soil type, available
moisture, historical data, climatic conditions, and level of
management, unless there are regulations that restrict the rate of
applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per
acre per year. Waste may be applied to land eroding at more than 5
tons per acre per year but less than 10 tons per acre per year provided
grass filter strips are installed where runoff leaves the field (see
USDA, NRCS Field Office Technical Guide Standard 393 - Filter
Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drif
from the land application field.
849401 Database Version 2.0 Date Printed: 02-25-2002
Specification Page 1 of. 4

6. When animal waste is to be applied on acres subject to flooding,
waste will be soil incorporated on conventionally tilled cropland.
When waste is applied to conservation tilled crops or grassland, the
waste may be broadcast provided the application does not occur
during a season prone to flooding (see "Weather and Climate in
North Carolina" for guidance).
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
and flies. control odor
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a
manner that the crop is not covered with waste to a depth that would
inhibit growth. The potential for salt damage from animal waste
should also be considered.
10. Nutrients from waste shall not be applied in fall or winter for sprin
planted crops on soils with a high potential for leaching. g
Waste/nutrient loading rates on these soils should be held to
minimum and a suitable winter cover crop planted to take up released
nutrients. Waste shall not be applied more than 30 days prior to
planting of the crop or forages breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall
comply with the following: Th.e outer perimeter of the land area onto
which waste is applied from a lagoon that is a component of a swine
farm shall be at least 50 feet from any residential property boundary and canal. Animal waste, other than swine waste from facilities site
on or after October 1, 1995, shall not be applied closer that 25 feet to
perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellin s
other than those owned by the landowner. g
849401 Database Version 2.0 Date Printed: 02-25-2002
Specification Page 2 of 4

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 a discharge or by over -spraying.
Animal waste may be applied to prior converted cropland provided
the fields have been approved as a land application site by a
"technical specialist". Animal waste shall not be applied on grassed
waterways that discharge directlyinto water courses, and on other
grassed waterways, waste shall be applied at agronomic rates in a
manner that causes no runoff or drift from the site,
16. Domestic and industrial waste from washdown facilities, showers,
toilets, sinks, etc., shall not be discharged into the animal waste
management system.
17. A protective cover of appropriate vegetation will be established on
all disturbed areas (lagoon embankments, berms, pipe runs, etc.).
Areas shall be fenced, as necessary, to protect the vegetation.
Vegetation such as trees, shrubs, and other woody species, etc., are
limited to areas where considered appropriate. Lagoon areas should
be kept mowed and accessible. Berms and structures should be
inspected regularly for evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated,
the owner is responsible for obtaining and implementing a "closure
plan" which will eliminate the possibility of an illegal discharge,
pollution, and erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be
inspected on a regular basis to prevent breakdowns, leaks, and spills.
A regular maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and
other crops for direct human consumption. However, if animal
waste is used on crops for direct human consumption, it should only
be applied pre -plant with no further applications of animal waste
during the crop season.
849401 Database Version 2.0 Date Printed: 02-25-2002 Specification Page 3 of 4

21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage
treatment lagoons. Pumping shallgbepmana (pumping
o volume) of all waste
level between the markers. A marker will be required to lmn ark te e liquid
maximum storage volume for 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 nutrient, unless other
restrictions require waste to be applied based on other nutrients,
resulting in a lower application rate than a nitrogen based rate. Zinc
and copper levels in the soils shall be monitored and alternative crop
sites•shall be used when these metals approach excessive levels.
shall be adjusted and maintained for optimum crop production. SoH
il
and waste analysis records shall be kept for a minimum of five years.
Poultry dry waste application records shall be maintained for a
minimum of three years. Waste application records for all other
waste shall be maintained for a minimum of five years.
23. Dead animals will be disposed of in a manner that meets North
Carolina regulations.
849401 Database Version 2.0 Date Printed: 02-25-2002
Specification Page 4 of 4

/
Dperatcr:Leon Arthur County: Duplin Date; 03/26/92
Distance to nearest residence (other than owner): 0.0 feet
1. STEADY STATE LIVE WEIGHT
2.
0 sows (farroe to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 l0-
1440 heat (finishing c:y) ^ 131 !as, = l:+noz iDB
Q sows (farrow to wean) x 433 lbs. = 0 lbs
8 head (wean to feeder) x 38 lbs. = 0 lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 194400 lbs
4:1c2e = 194400 lbs. ESLW x Treatment ;ol:me(Ccl/lb' SSLA
Treatment Volume(CF)/lb. SSLW= 1 CF/lb. SBLW
Volume = 194400-cubic Fay
3. S!DRAGE VOLUME FOR SLUDGE ACCUMUIgTION
/,—` Volume = 0.0 cubic fen Not computed at lardcwne's req2est
Sludge will be rpnoved as needed3
k; TOTAL CEEIGN VOLUME
inside top Iergt� 230.0 feet ; Inside top width 190.0 Feet
Tcp of dike at elevatior 43.0 feet
Fpeeloard 1,5 feet ; Side slcpes 3.0 (::slda jagucn)
Total design lagoon liquid leis! at c1evatiun 46^5 feet
Bottom :f lagoon slevatio: 36.0 feet
Seasonal high watsr tatle el,"*407 +2.2 feet
-ctal design vai:mp hing prisacidal fcnz,la
K/EmS1 SS!002 ES/8IDE1 B03ILEE 1ENGTA WIDTH DEP04
3.101 3,0 3.0, 221.0 181,8 10.5
AREA OF TOP'
LENGTH * WIDTH =
AREA OF GOTTGM
LENGTH * WIDTH =
158.0 118.0
AREA OF MIDSECTION
LENGTH * WIDTH *
189.5 149.5
4
40001.0 0REA OF TOP)
18644.0 (AREA Of BOTTOM)
113321.0 <AREA OF KDSECTION * 4!
CU. FT. = [AREA TOF + (4*AREA MIDSECTION) + AREA SOTTOMI
40001.� 113321.0 18644.W
*
DEPTH/S
1.8
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 300941 CU. FT.

0. TEMPORARY STORAGE REQUIRED
52.
DRAINAGE AREA:
Lagzcr (top cf d0e)
Length * Width =
230.0 290.0 +3700.0 square fee*
Buildings (roof and lot water)
Length * Width =
0.0 0.0 0.0 square feet
TO-PL DA 43700.0 square Feet
Design temporary storage period to be 180 days.
;aluoe of waste pruduced
Approximate daily prcductizn of oa:mps in CF/L8 SSLN 0.0010
Voluca =
Vclume =
194400 Lbs. SSLW * CF of Wasty/Lb./Day *
47474 cubic feet
kieme OF wash water
1% days
7his is the amount of fresn water used for wasting floor; or rjjuns
:f fresh Aster vs& T:r a fl-sh system. Flash systems Kat recirculate
t>e lagzon water are acccarted for in X.
Yc1..a a =
0.0 gallons/day * 18Z ways vtu,age/7.0 galko�
P3r CF
;Kcye = 0.0 cubic Het
5C. volume of rainfall in excess of evaporation
ise period of time when rainfall excseds evaporation by largest aocent.
180 days excess rainfall 7.0 inches
Kluoe = 7.0 in * DA / 12 i:clEs per foot
Volume = 25491.7 cabic feet

�
5C.
Vulume of 25 year - 24 hour storm
Volume = 7,5 inches / 12 inches per foot * DA
Volume = 27312.5 cubic feet
TOTAL REQUIRED TEMPORARY 5TORAGE
58'
5C.
5D.
47474 cubic feet
0 cubic feet
25492 cubic feet
27313 cubic feet
TOTAL 100278 cubic feet
Total required volume 294678 cubic feet
73tal fesign vclum2 avail. 300941 cubic feet
W. req. treatment voluop plus sludge accumulation 194400 cubic feet
At 0ev.
42'5 feet I Vcl:oe is 194787 sobic feet tend p-eping)
Total design volume less 25/r-24rr storm is 273628 cubic feet
At elev. 45.8 feat t Volcme is 273527 cubic Fest (start p,zpi,
Hzssnal high water table elevation 42.0 feet
. '_
��S��`��� En �^p��/�«»w�� ��PRO�EC BY, I g_>
aATE' 3-Sn~11�� DATE, ' 9 '
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(�
OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment with minimum odor
control. The time required for th'e`'l`anned fluid level to be
reached may vary due to soil conditi�ns,flushing operations, and
the amount of fresh water added to the system.
Land application of waste, water is re2ogrized as an acceptable
.'�t-z r' j�c;:BZl. Notho�s cr aPMvatirn imcicts solid sat
.�oIter Pivot, go-s, and traveling gun i.rigation. Car- shool`~b*
taken when applying waste to prevent runoff from the field or damage
to crcps.
The following items are to be carried out;
1. [t is strocgly re=oamended that the treatment lagoon be pre
charged to 1/2 its capacity tc p�`evpnt excessive odors during —
sta~t—Up. Pre —charging reduces the c��ca:tre�i�'� uf the i~itia`
�astc ertericg tne lagou, th*rehy r���cirg udors SoIid� 'hu:l� � be
cc''ared with effluent at all times-. ' should
2. The attached �aste utili�ati�n p�a: s�all bs fcllcwed. This
P"r "ccm:ecds sampling and testing cf waste (se, Attach.e-�
kefore land application.
3. Begin pump —out of the la.00n when fluid le�e� ~eac�es el�va
tzon 45.8 as marked by .e.nanent �arkers. Stop PUMP—aut � ��-e
�
the fluid �evel ,`ea�hes clevation 43.� or �e�orp fluid de,thi
Nss than 6 feet deep (t�is prc,ents &!'e
bacteria) . -
0. The rezommsndst maxim'/m amount t,
nch and the naxlna: applic*ki`r ~at* i- 0.
�. K" vageta"ar. on t" "ar"cnt a:d areas adjacent to the
-eunon X:ned arl..nlly. Vegetal!un shculd be fertilized �s
10 maintain a vigyrccs stand.
�
'
is!ablish in veg&tatior'.
UpciraV; e.'jQej a'Res Q,` I,`oas damaged Ly rccents aqd
7.` All surfacv r��noff is to be divc^tyd from the la�con to s�z`Iu
,U�1ets. ' ~
B. The Clean Water Act of 1977 prohibits the discharge of
prllotants into waters Of the onited States, The Department o�
Environment, Health, and Nat=aI Resources, Divisior of Environ
mi:taI Manageaent` has the responsi'bility for erFurzing this la-.

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,
or ?"�_ d "':agedrodents b-
establish in vegetation.- �- -and
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. ,7_
not be applied in open ditches. A� DoWaste will
pp p n ditc_�es. not pump within 200 feet of a
residence or within 100 feet of a well. Waste shallV
manner: not to reach other �� be applied in a
i ach o� e property and public right-of-ways.
. The Clean Water Act; 0_, `a -of 1977 prohibits is Ca"ie discharge
,JVf
lupollutants into waters of the United States. The Department of
Er v r't �,.m,__t Health and Natural Resources D i,��or: o f E r���nta_ �ra�iagPment has the responsibility i_ �� nv i : on-
ponsb_lity for enforcing this law.

/ccAi des0 w
Dperator:Leon Authur County: Duplin
Date: 04/19/94
istance to nearest residence (other than owner): 0.0 feet
AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
1470 head (finishing only) x 135 lbs. = 198450 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
Describe other : 0
Total Average Live Weight = 198450 lbs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume 198450 1bs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 198450 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION 5Lobv., Accvms)i°-Vo rt not C4r" trr�
at 0,uCu' re t;e Ksiochve
Volume = 0.0 cubic feet q5 he.44e01
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 pr i smoidal
V•S/ E D1
3.0
Formula
370.0
125.0
47.5
17. (
1.0
3.n :
SS/END2 SS/ SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 364.0 119.0 11,5
AREA OF TOP
LENGTH * WIDTH =
364.0 119.0
AREA OF BOTTOM
LENGTH * WIDTH =
295.0 50.0
43316 (AREA OF TOP)
14750 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
329,5 q4.5 111371 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEDTH/6
43316.0 111371.0 14750.0 1.9
Tnta 1 Pe i onad .Ava i 1 ah1 a = 32475f f Ti 7T

TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
370.0 125.0 46250.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 46250.0 square feet
Design temporary storage period to be 180 days.
Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 198450 lbs. ALW/135 lbs. ALW * 1 . 37 g,al /day 180 days
Volume = 362502 gals. or 48462.8 cubic feet
52. Volume of wash water
This is the amount of fre _,h water used for washing floors or Volume
water used for a flu__. system. Flush sy,Rtems that recirculate
on watr ar'e Accounted
e lag eFor in 5A .
.i O
Volume = 0.0 galions/day _ * ' L 80 days c _ r'a;ge/7, 4 ;� � 8 gal 1 �ons
per CF
Volume = 0.0 cu
bic feet
Volume of rainfall in excess of evaporation,
Use period of time when rainfall exceeds evaporation by largest of n_.
al�i�� a..
180 days excess ra infal l
Volume = 7.0 in * DA / 12 inches per foot
Volume = 26979.2 cubic feet
7.0 inches

DESIGNED BY:
DATE: &4 - )`j.944
Volume of 25 year - 24 hour storm
Volume =
Volume =
TOTAL
S ?iMAR Y
7.5 inches / 12 inches per foot * DA
28906,3 cubic feet
REQUIRED TEMPORARY STORAGE
5A.
5B.
5C.
5D.
48463
0
26979
28906
cubic
cubic
cubic
cubic
feet
feet
fact
feet
TOTAL 104348 cubic feet
Temporary storage period--- >
Rainfall in e•_cess of evaporation
25 year - 24 hour rainfall
Freeboard
}
Side slopes------.-
inside top length
Inside top width- }
Top of dike elevation
Bottom of lagoon elevatior_.
Total required volume
Actual design volume - -- _---.- >
180
7,0
7.5
1 . 0
,0
370.0
125.0
47.5
3.7.0
302798
'.7•1-c
W L _ / J
Seasonal high warertable elevation (SHWT)==-;1.3
Stop pumping ele', . ---- ----. \ 43.2
Must be > or = to the cE T elev. ---- > 41 . 3
Must be > or = to min. reg. treatment el.=> 41.0
Required minimum treatment volume
Volume at stop pumping elevation•
Start pumping elev.
> 198450
200588
45.7
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume lese. 25 yr.- 24 hr. rainfallz >
Volume at Mart pumping .elevation ----`
Required volume to be pumped
.
Actual volume planned to be pumped>
Min. thickness of soil liner when req ired==>
APPROVED BY:
295848
291023
75447
90435
1,8
cc.
DATE: YIV
NOTE: SEE ATTACRRT; WATF. UTTITZATTnM PLAN
BEFORE BEGINNING EXCAVATION
LANDOWNER IS ADVISED TO
CONTACT ULOCO TO ASSURE THAT
UNDERGROUND UTILITIES ARE NOT
tircTPr VTn 1_4 ICI_Al)-nova
CrIM ; T S
days
inches
inches
feet
: 1
feet
feet
feet
feet
cu. ft.
cu. ft.
ft
feet
feet
feet
cu. ft.
cu. ft.
feet
cu. ft.
cu. ft..
c u . f t .
cu. ft.
feet
SCS DOES NOT CERTIFY THAT
EXCAVATION AND FILL
VOLUMES ARE CORRECT

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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 design to begin
each' eg-n
pumping and this is usually the outlet invert of pipe(s) from
buiiding(s) . If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must ba 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
,,-1 __eiiations for operating convenience as site conditions. permit, such as
weather, soils, .:rep, and equip ?ent in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid `eta
center pivot, guns, and traveling gun irrigation. C:_ should be
taken when applying wasteprevent damage to crops.
1
The following items are to be carried out:
1. It is strongly=:com-vended that the treatment lagoon be pre_
charged to 1/2 its capacity to prevent excessive odora during
eta_ _ up. -e- hargin g reduces the concentration of n ;
1" C =.Cott: �Cn the initial
'riaetc 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'd.. should not
be used for flushing ing after initial filling.
The __cached waste utilization plan shall be followed. Th'
plan recommends sampling and testing, of waste (see attachment)
3
. land
_taC �.
before !an,d application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 45.7 as :larked by permanent marker. Stop pum.p-
��
:ut when tyke fluid level reaches elevation 43.3 . This temporary
storage, iCSS 25 yr- 24 hr storm, contains 7541? cubic feet or
564306 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.
..=was or a_ ea_ d.gmaged h- 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.
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 responsibilityforenforcingthis law.
RECENED/NCDEQ/DWR
MAR252019
Water Quality
Regional Operations Section

\
DUPLIN COUNTY
EMERGENCY ACTION PLAN
DIVISION OF WATER QUALITY (DWG!)
EMERGENCY MANAGEMENT SERVICES (EMS)
SOIL & WATER CONSERVATION DISTRICT (SWCD)
NATURAL RESOURCES CONSERVATION SERVICE (NRCS)
COOPERATIVE EXTENSION SERVICE (CES)
910-395-3900
910-2':�6-21b V1
910-296-2120
910-296-2121
This plan will be implemented in the event that wastes from your
operation are leakingv overflowing, or running off the site. You should
NOT wait until wastes reach surfacewaters 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.
I. Stop the release of wastes. Depending on the situation, this may
or may not be possible. Suggested responses to 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.
0. 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 —action include: '
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce.furtber runoff.
d. Evaluate and eliminate the reason(s) that caused the
runoff.
e. Evaluate the application rates for the fields where
runoff occurred. =--
C. Leakage from the waste pipes and sprinklers —action iinclude:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
e. Repair all leaks prior to restarting pumps.
D. Leakage from flush system, houses, solids separators —actions
include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all flows in the house, flush systems, or solid
separators.
e. Repair all leaks prior to restarting pumps.

2.
E. Leakage from base or sidewall of ^
lagoon Often this i
as opposed to flowing leaks -possible action:
s seepage
a. Dig a small sump or, ditch to catch all seepaQe put i
submersible ' n a
b If holes pump, and Pump back into lagoon.
'-' -
. are caused by burrowing animals, trap or remove
c animals and fill holes and compact with a clay type soil
. Have a professional evaluate the condition of the sid ^
walls and the lagoon bottom as soon as possible. e
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 k�lls or
property damage?
^ '
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface
waters?
f. Could a future rain event cause the spill to reach
surface waters?
g. Are potable water wells in danger (either, on or off f
the property)? o o
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours, call your DWQ s
(Di« i ion
Water Quality) regional office, at 910-395-3900' ~^ f`=rof
..°",,s, emergency number:919-733-3942. Your phone call
should include: YOUR NAME, FACILITY, TELEPHONE
THE DETAILS OF THE INCIDENT FROM ITEM mu��ER'
M #2 ABOVE
EXACT LOCATION OF THE FACILITY'AND THE LOCATI'uN THE
OF MOVEMENT OF THE SPILL, WEATHER AND WIND
CONDITIONS. THE CORRECTIVE MEASURES THAT .AVE BEEN UNDER
' `'
TAKEN, AND THE SERIOUSNESS OF HE ITUATI"uN
b. If spill leaves property or en ^
enters
local (EMS) Emergency Management Services
waters, call
910-296-2160, r�zces at
c. Instruct EMS to contact local Health Department.
d. Contact local Soil and Water Conservation n ^
District (SWCD) office at 910-296-2120 Natural R
Conservation Service (NRCG) office at '10-296 212eso«rces
�
Cooperative Extension Service (CES) office at
z and
910-296-2143 for advice/technical assistance.
4. Ifnone of the above works call 911 or the Sheriffs Department
"^" explain your problem to them and ask that person to contact
^/.e dproper agencies for you.

5. Contact the contractor of your choice to begin repair of the
problem to minimize off -site damage.
a. Contractors Name: uJ1�/'Ls T3�0��
b. Contractors Address: '
c. Contractors Phone:
7dit-tc-e r4e__
6. Contact the technical specialist who certified the lagoon (NRCS
Consulting Engineer, etc.) '
a. Name: 6/=" /~wj�7o^4
b. Phone: 9"m' 59�5
T. Implement procedures as advised by DWQ and technical assistanc
e
agencies to rectify the damage,
erepair
lthe system, and reassess
to keep problems with release of wastes
from happening again.
8. If you are a contract swine grower associated with a swine
company integrator, contact the company representative at
1-910-592-5771
`

Insect Control Checklist for Animal Operations
Source Cause
Flush gutters • Accumulation of solids
BMPs to Control Insects
Liquid Systems
tgl Flush system is designed and operated
sufficiently to remove accumulated solids from
glitters as designed
0 Remove bridging of accumulated solids at
discharge
Lagoons and pits • Crusted solids ® Maintain lagoons, settling basins and pits whefe--
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
Site Specific Practices
Excessive vegetative • Decaying vegetation
growth
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.
Dry Systems
Feeders • Feed spillage El 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)

Insect Control Checklist for Animal Operations
Source
Cause BMPs to Control Insects Site Specific Practices
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)
O Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed
Animal holding ® Accumulations of animal 0 Eliminate low areas that trap moisture along fences
areas wastes and feed wastage 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 • Accumulations of animal 0 Remove spillage on a routine basis (e.g.,
handling systems wastes f 7- to 10-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
O Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and manure
handling areas as needed
For more information contact:
Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC 27695-7613.

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Farmstead 9 Swine production '=1 Vegetative or wooded buffers
II Recommended best management practices
fJ Good judgment and common sense
Animal body
surfaces
Floor surfaces
• Dirty manure -covered al Dry floors
animals
Manure collection
pits
• Wet manure -covered floors el Slotted floors
• Waterers located over slotted floors
• Feeders at high end of solid floors
• Scrape manure buildup from floors
O Underfloor ventilation for drying
• Urine fa Frequent manure removal by flush, pit recharge,
• Partial microbial or scrape
decomposition O Underfloor ventilation
Ventilation exhaust • Volatile gases
fans • Dust
Indoor surfaces
IIA Fan maintenance
® Efficient air movement
• Dust
p Washdown between groups of animals
IV Feed additives
O Feeder covers
® Feed delivery downspout extenders to feeder
covers
Flush tanks • Agitation of recycled lagoon VI Flush tank covers
liquid while tanks are filling CI Extend fill lines to near bottom of tanks with
anti -siphon vents

Source
Storage tank or
basin surface
Settling basin
surface
Manure, slurry, or
sludge spreader
outlets
Uncovered manure,
slurry, or sludge on
field surfaces
Dead animals
Dead animal
disposal pits
Incinerators
Swine Farm Waste Management Odor Control Checklist
Cause
• Partial microbial
decomposition
• Mixing while filling
• Agitation when emptying
• Partial microbial
decomposition
• Mixing while filling
• Agitation when emptying
BMPs to Minimize Odor
0 Bottom or midlevel loading
"pi Tank covers
O Basin surface mats of solids
O Proven biological additives or oxidants
Site Specific Practices
• Agitation when spreading
• Volatile gas emissions
O Extend drainpipe outlets underneath liquid level
O Remove settled solids regularly
• Volatile gas emissions while
drying
O Soil injection of slurry/sludges
0 Wash residual manure from spreader after use
0 Proven biological additives or oxidants
O Soil injection of slurry/sludges
O Soil incorporation within 48 hours
O Spread in thin uniform layers for rapid drying
0 Proven biological additives or oxidants
Standing water
around facilities
• Carcass decomposition
• Carcass decomposition
O Proper disposition of carcasses,
• Incomplete combustion
0 Complete covering of carcasses in burial pits
0 Proper location/construction of disposal pits
O Secondary stack burners
• Improper drainage Grade and landscape such that water drains away
• Microbial decomposition of from facilities
organic matter

Swine Farm Waste Management Odor Control Checklist
Source
Flush alleys
Cause BMPs to Minimize Odor
Agitation during wastewater 0 Underfloor flush with underfloor ventilation
conveyance
Pit recharge points • Agitation of recycled lagoon 0 Extend recharge lines to near bottom of pits with
liquid while pits are filling anti -siphon vents
Lift stations
• Agitation during sump tank 0 Sump tank covers
filling and drawdown
Outside drain
collection or
junction boxes
End of drainpipes
at lagoon
Lagoon surfaces
• Agitation during wastewater 0 Box covers
conveyance
Agitation during wastewater
conveyance
Site Specific Practices
0 Extend discharge point of pipes underneath
lagoon liquid level
• Volatile gas emissions
• Biological mixing
• Agitation
Irrigation sprinkler • High pressure agitation
nozzles
• Wind drift
f7 Proper lagoon liquid capacity
El Correct lagoon startup procedures
Minimum surface area -to -volume ratio
Minimum agitation when pumping
O Mechanical aeration
O Proven biological additives
Irrigate on dry days with little or no wind
F13 Minimum recommended operating pressure
P3 Pump intake near lagoon liquid surface
O Pump from second -stage lagoon