240002_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: 24-0002 Certificate Of Coverage Number: AWS240002
2. Facility Name: Collins Swine Farm
3. Landowner's Name (same as on the Waste Management Plan): Bobby C
4. Landowner's Mailing Address: 4905 Smyrna Rd
City: Whiteville State: NC Zip: 28472-6171
8
Telephone Number: 910 E3xt. E-mail:
5. Facility's Physical Address: 4905 Smyrna Rd
City: Whiteville State: NC Zip: 284726171
6. County where Facility is located: Columbus
7. Farm Manager's Name (if different from Landowner): Tom Godwin
8. Farm Manager's telephone number (include area code): 910-640--F0-t att. a 3 4I C%S3S
9. Integrator's Name (if there is not an Integrator, write "None"): Murphy -Brown LLC
10. Operator Name (OIC): Phone No.: 910-649-18 i6 OIC #: 16934
Anlc/a, /►?• achi) n a3y-y838
11. Lessee's Name (if there is not essee, write "None"):
12. Indicate animal operation type and number:
Current Permit:
Operation Types:
Operations Type Allowable Count
Swine - Feeder to Finish 7,040
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 Poulin
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)
ANAEROBIC
jqq' 1
a.y
13 77 pq i.1
164,657.00
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:
mil — The most recent Waste Utilization Plan (WUP), signed IA the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.: urigatio 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
Emergency Action Plan
-fr. Insect Control Checklist with chosen best management practices noted
5"7-- Odor Control Checklist with chosen best management practices noted
-(r.- 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.
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: ./j341/j� Q�1</l� df ��� Seil Title:
Signature: Date:
Namet� D%4h A, (,Dili Title: OW J1..4L
Signatur(, e: ,L,i 1 4/Yn
% . C ib/1,- - Date: 3 - a L0 -/ 1
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
Director
NORTH CAROLINA
Environmental Quality
February 27, 2019
Bobby C Collins
Collins Swine Farm
4905 Smyrna Rd
Whiteville, NC 28472-6171
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
APR 022019
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://deq.nc.gov/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. you must submit an application for
permit coverage to the Division. Enclosed you will find a "Request 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 (1) cope of the Certified Animal Waste Management Plan ICAWMPI 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 S25,000 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
Columbus County Soil and Water Conservation District
AFOG Section Central Files - AWS240002
Murphy -Brown LLC
DE - North Caro .ra Departrrertof Ervrorreeau Qua ty I D visor. of Water Resources
3: 512 N. Sa sbury St. f 1536 Na Sery oe Center I Ra e.g., !l. rth Caro -ra 276999-1&38
f.:...:+'i'.....+.om 919.707.930C

This plan has been prepared for:
Collins Swine Facility
Bobby Collins
4905 Symrna Road
Whiteville, NC 28472
910-642-2330
CLI.._rreis1/41f sovr--
see AttackffeArt- jet_ e
Nutrient Management Plan For Animal Waste Utilization r
02-21-2007 �p~_ `� al�.�les
a 5-1i
11,5
This plan has been developed by:�� I l`
Edward E. Davis
Columbus SWCD
45 Government Complex Road
Suite B
Whiteville, NC 28472
910-642-2196 Ext. 3
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 maintenance procedures
established in this nutrient management plan which includes an animal waste utilization plan for
the farm named above. I have read and understand the Required Specifications concerning animal
waste management that are included with this plan.
Signatur manager or producer)
®7. _<-,? /: 0 7
Date
Date
This plan meets the minimum standards and specifications of the U.S. Department of Agriculture
Natural Resources Conservation Service or the standard of practices adopted by the Soil and Water
Conservation Commission.
Plan Approved By:
Technical Specialist Signature
Date
655667 Database Version 3.1 Date Printed: 02-21-2007 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the following
source(s):
Commercial Fertilizer is not included in this plan.
S7
_
Swine Feeder -Finish Lagoon Liquid waste generated 6,526,080 gals/year by a 7,040
animal Swine Finishing Lagoon Liquid operation. This production facility has waste
storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
15031
Incorporated
25814
Injected
28428
Irrigated
/ 16338
Max. Avail.
PAN (lbs) *
Actual PAN
Applied (lbs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
16,338
18068
-1,730
7,216,938
-690,858
Note: In source ID, S means standard source, U means user defined source.
* Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
655667 Database Version 3.1 Date Printed: 02-21-2007 Source Page Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic Yield estimates
are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown, where available.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
5686
Pull 1
6.60
6.60
3.0
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
6.5 Tons
5686
Pull 10
3.90
3.90
3.0
Goldsboro
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
6,5 Tons
5686
Pull 11
6.50
6.50
3.0
Goldsboro
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
6.5 Tons
5686
Pull 12
6.50
6.50
3.0
Goldsboro
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
6.5 Tons
5686
Pull 13
6.50
6.50
3.0
Goldsboro
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
6.5 Tons
5686
Pull 14
6.50
6.50
3.0
Goldsboro
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
6.5 Tons
5686
Pull 15
3.80
3.80
3.0
Goldsboro
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
6.5 Tons
5686
Pull 2
5.80
5.80
3.0
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
6.5 Tons
5686
Pull 3
5.90
5.90
3.0
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
6.5 Tons
5686
Pull 4
7.00
7.00
3.0
Norfolk
Small Grain Overseed
1.0 Tons
Common Bermudagrass Pasture
4.9 Tons
5686
Pull 5
1.90
1.90
1.0
Rains
I
Fescue Pasture
4.5 Tons
5686
Pull 6
4.20
4.20
1.0
Rains
Fescue Pasture
4.5 Tons
5686
Pull 7
2.20
2.20
1.0
Rains
Fescue Pasture
4.5 Tons
5686
Pull 8
5.70
5.70
1.0
Rains
Fescue Pasture
4.5 Tons
5686
Pull 9
1.30
1.30
3,0
Goldsboro
Small Grain Overseed
1.0 Tons
/ ti
1311.
Hybrid Bermudagrass Pasture
6.5 Tons
PLAN TOTALS:
74.30
74.30
655667
Database Version 3.1 Date Printed 2/21/2007
NOTE: Symbol * means user entered data.
PCS Page Page 1 of 2

Li
Potential Leaching
Technical Guidance
< 2
Low potential to contribute to soluble
nutrient leaching below the root zone.
None
>— 2 &
<= 10
\ Ioderate potential to contribute to soluble
nutrient leaching below the root zone.
Nutrient Management (590) should be planned.
> 10
High potential to contribute to soluble
nutrient leaching below the root zone.
Nutrient Management (590) should be planned. Other conservation practices that improve the soils
available water holding capacity and improve nutrient use efficiency should be considered.
Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations (328), Long -Tenn
No -Till (778), and edge -of -field practices such as Filter Strips (393) and Riparian Forest Buffers
(391).
655667
Database Version 3.1 Date Printed 2/21/2007
PCS Page Page 2 of 2
NOTE: Symbol * means user entered data.

The Waste Utilizationtable 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 of the 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.
Waste Utilization Table
Tract
5686
5686
5686
5686
5686
5686
5686
Source
Field ID
Pull 1 S7
Pull 1 S7
Pull 10 S7
Pull 10 S7
Pull 11 S7
Pull 11 S7
Pull 12 S7
Soil Series
Norfolk
Norfolk
Goldsboro
Goldsboro
Goldsboro
Goldsboro
Goldsboro
Total
Acres
6.60
6.60
3.90
3.90
6.50
6.50
6.50
Use.
Acres
6.60
6.60
3.90
3.90
6.50
6.50
6.50
Year 1
Crop RYE
Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.5 Tons
Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.5 Tons
Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.5 Tons
Small Grain Overseed 1.0 Tons
Applic.
Period
10/1-3/31
*3/1-10/15
10/1-3/31
*3/1-10/15
10/1-3/31
*3/1-10/15
10/1-3/31
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
N
50
222
50
222
50
222
50
N
0
0
0
0
0
0
0
N
0
0
0
0
0
0
0
Applic.
Method
Irrig.
Irrig.
Irrig.
Irrig.
Irrig.
Irrig.
Irrig.
Manure
PA
NutrientA
pplied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
50
222
50
222
50
222
50
1000
gal/A
19.97
88.68
19.97
88.68
19.97
88.68
19.97
Tons
0.00
0.00
0.00
0.00
0.00
0.00
0.00
1000 gals
131.82
585.26
77.89
345.84
129.82
576.39
129.82
tons
0.00
0.00
0.00
0.00
0.00
0.00
0.00
5686
5686
Pull 12 S7
Pull 13 S7
Goldsboro
Goldsboro
6.50
6.50
6.50
6.50
Hybrid Bermudagrass Pasture 6.5 Tons
Small Grain Overseed 1.0 Tons
*3/1-10/15
10/1-3/31
222
50
0
0
0
0
Irrig.
Irrig.
222
50
88.68
19.97
0.00
0.00
576.39
129.82
0.00
0.00
5686
Pull 13 S7
Goldsboro
6.50
6.50
Hybrid Bermudagrass Pasture 6.5 Tons
*3/1-10/15
222
0
0
Irrig.
222
88.68
0.00
576.39
0.00
5686
5686
5686
Pull 14 S7
Pull 14 S7
Pull 15 S7
Goldsboro
Goldsboro
Goldsboro
6.50
6.50
3.80
6.50
6.50
3.80
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture 6.5 Tons
Small Gram Overseed 1.0 Tons
10/1-3/31
*3/1-10/15
10/1-3/31
50
222
50
0
0
0
0
0
0
Irrig.
Irrig.
Irrig.
50
222
50
19.97
88.68
19.97
0.00
0.00
0.00
129.82
576.39
75.89
0.00
0.00
0.00
5686
5686
Pull 15 S7
Pull 2 S7
Goldsboro
Norfolk
5686 Pull 2 S7 Norfolk
3.80
5.80
5.80
3.80
5.80
5.80
Hybrid Bermudagrass Pasture 6.5 Tons
Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.5 Tons
*3/1-10/15
10/1-3/31
*3/1-10/15
222
50
222
0
0
0
0
0
0
Irrig.
Irrig.
Irrig.
222
50
222
88.68
19.97
88.68
0.00
0.00
0.00
336.97
115.84
514.32
0.00
0.00
0.00
655667 Database Version 3.1
Date Printed: 2/21/2007
WUT Page Page 1 of 2

Waste Utilization Table
Year 1•.
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fert
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
NutrieniA:
pplied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid.
Manure "
Applied
(Field)
N
N
N
N
1000
gaUA
Tons
1000 gals
tons
5686
Pull 3
S7
Norfolk
5.90
5.90
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
50
19.97
0.00
117.84
0.00
5686
Pul13
S7
Norfolk
5.90
5.90
Hybrid Bermudagrass Pasture
6.5 Tons
*3/1-10/15
222
0
0
Irrig.
222
88.68
0.00
523.19
0.00
5686
Pull 4
S7
Norfolk
7.00
7.00
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
139.80
0.00
5686
Pull 4 1
S7
Norfolk
7.00
7.00
Common Bermudagrass Pasture
4.9 Tons
*3116-149F1
P.-
168
0
0
I rig.
168
67.11
0.00
469.74
0.00
5686
Pull 5
S7
Rains
1.90
1.90
,w-rarJ 3eiiaotd41 • 1 r
For e-?nature )fie,. ��grt3
4.5 Tons
8/1-7,31
l
1
0
0
Irrig.
146
58.32
0.00
110.81
0.00
5686
Pull 6
S7
Rains
4.20
4.20
Paned. Lure
G . 0.' '�`'`
�r�� „ �,
.ycs
4.5 Tons
8/
8/1-
31
t 1
146
0
0
brig.
146
58.32
0.00
244.94
0.00
5686
Pull 7
S7
Rains
2.20
2.20
FesenePasture
,va•-�r
[ +
4.5 Tons
8/1-
1
1 i ``t
146
0
0
Irrig.
146
58.32
0.00
128.30
0.00
5686
Pull 8
S7
Rains
5.70
5.70
Fe tte-Posture
lj
W ir"Lul•
�' \ .,OW
7
Tons
8/ 1
i i
0
0
Irrig.
146
58.32
0.00
332.42
0.00
5686
Pull 9
S7
Goldsboro
1.30
1.30
Small Grain Overseed P4Ki6�
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
25.96
0.00
5686
Pull 9
S7
Goldsboro
1.30
1.30
.Hybrid Bermudagrass Pasture
6.5 Tons
*3/1-10/15
222
0
0
Irrig.
222
88.68
0.00
115.28
0.00
Total Applied, 1000 gallons
7,216.94
Total Produced, 1000 gallons
6,526.08
Balance, 1000 gallons
•69r1.No
Total Applied, tons
0.0U
Total Produced, tons
0.00
Balance, tons
0.00
Notes: 1. In the tract column, - symbol means leased, otherwise, owned.
2. Symbol * means user entered data.
655667 Database Version 3.1 Date Printed: 2/21/2007
WUT Page Page 2 of 2

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies with soils. If
applying waste nutrients through an irrigation system, you must apply at a rate that will not result in runoff. This table provides the
maximum application rate per hour that may be applied to each field selected to receive wastewater. It also lists the maximum
application amount that each field may receive in any one application event.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(inches/hour)
Application Amount
(inches)
5686
Pull 1
Norfolk
0.50
1.0
5686
Pull 10
Goldsboro
0.50
1.0
5686
Pull 11
Goldsboro
0.50
1.0
5686
Pull 12
Goldsboro
0.50
1.0
5686
Pull 13
Goldsboro
0.50
1.0
5686
Pull 14
Goldsboro
0.50
1.0
5686
Pull 15
Goldsboro
0.50
1.0
5686
Pu112
r
Norfolk
0.50
1.0
5686
Pull 3
Norfolk
0.50
1.0
5686
Pu114
Norfolk
0.50
1.0
5686
Pull 5
Rains
0.40
1.0
5686
Pull 6
Rains
0.40
1.0
5686
Pull 7
Rains
0.40
1.0
5686
Pull 8
Rains
0.40
1.0
5686
Pu119
Goldsboro
0.50
1.0
655667 Database Version 3.1 Date Printed 2/21/2007 IAF Page 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
Com 120 bu
Hay 6 ton R.Y.E.
Soybean 40 bu
Maximum
PA-N Rate
lb/ac
150
300
160
Maximum Sludge
Application Rate
1000 gallac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
13.16
26.32
14.04
88.26
44.13
82.74
176.51
88.26
165.48
Minimum Acres
15 Years Accumulation
264.77
132.38
248.22
655667 Database Version 3.1 Date Printed: 02-21-2007 Sludge Page Page 1 of

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
Start Date
Swine Feeder -Finish Lagoon Liquid
9/1
Plan Year
1
1
1
1
1
1
1
1
1
1
1
1
Month
* Available Storage Capacity is calculated as of the end of each month.
1
2
3
4
5
6
7
8
9
10
11
12
Design Storage Capacity (Days) I
180
Available Storage Capacity (Days) *
90
80
104
116
127
137
146
157
169
180
168
148
655667 Database Version 3.1 Date Printed: 02-21-2007 Capacity Page Page 1 of 1

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during operation
or land application. Any discharge of waste that reaches surface water is
prohibited.
2. There must be documentation in the design folder that the producer either owns
or has an agreement for use of adequate land on which to properly apply the
waste. If the producer does not own adequate land to properly dispose of the
waste, he/she shall provide evidence of an agreement with a landowner, who is
within a reasonable proximity, allowing him/her the use of the land for waste
application. It is the responsibility of the owner of the waste production facility to
secure an update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application, receiving
crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs for
realistic crop yields based upon soil type, available moisture, historical data,
climatic conditions, and level of management, unless there are regulations that
restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre per year.
Waste may be applied to land eroding at more than 5 tons per acre per year but
less than 10 tons per acre per year provided grass filter strips are installed where
runoff leaves the field (see USDA, NRCS Field Office Technical Guide Standard
393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste application.
Waste should not be applied when there is danger of drift from the land
application field.
6. When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland. When waste is applied to
conservation tilled crops or grassland, the waste may be broadcast provided the
application does not occur during a season prone to flooding (see "Weather and
Climate in North Carolina" for guidance).
7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such
that runoff does not occur offsite or to surface waters and in a method which does
not cause drift from the site during application. No ponding should occur in order
to control odor and flies.
655667 Database Version 3.1 Date Printed: 2/21/2007 Specification Page 1

8. Animal waste shall not be applied to saturated soils, during rainfall events, or
when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that
the crop is not covered with waste to a depth that would inhibit growth. The
potential for salt damage from animal waste should also be considered.
10. Nutrients from waste shall not be applied in fall or winter for spring planted
crops on soils witha high potential for leaching. Waste/nutrient loading rates on
these soils should be held to a minimum and a suitable winter cover crop planted
to take up released nutrients. Waste shall not be applied more than 30 days prior
to planting of the crop or forages breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with the
following: The outer perimeter of the land area onto which waste is applied from
a lagoon that is a component of a swine farm shall be at least 50 feet from any
residential property boundary and canal. Animal waste, other than swine waste
from facilities sited on or after October 1, 1995, shall not be applied closer that 25
feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other than
those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and public
right-of-ways.
15. Animal waste shall not be discharged into surface waters, drainageways, or
wetlands by a discharge or by over -spraying. Animal waste may be applied to
prior converted cropland provided the fields have been approved as a land
application site by a "technical specialist". Animal waste shall not be applied on
grassed waterways that discharge directly into water courses, and on other
grassed waterways, waste shall be applied at agronomic rates in a manner that
causes no runoff or drift from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks,
etc., shall not be discharged into the animal waste management system.
655667 Database Version 3.1 Date Printed: 2/21/2007 Specification Page 2

17. A protective cover of appropriate vegetation will be established on all disturbed
areas (lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as
necessary, to protect the vegetation. Vegetation such as trees, shrubs, and other
woody species, etc., are limited to areas where considered appropriate. Lagoon
areas should be kept mowed and accessible. Berms and structures should be
inspected regularly for evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate
the possibility of an illegal discharge, pollution, and erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a
regular basis to prevent breakdowns, leaks, and spills. A regular maintenance
checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other crops
for direct human consumption. However, if animal waste is used on crops for
direct human consumption, it should only be applied pre -plant with no further
applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom elevations of
the temporary storage (pumping volume) of all waste treatment lagoons.
Pumping shall be managed to maintain the liquid level between the markers. A
marker will be required to mark the maximum storage volume for waste storage
ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least
annually at crop sites where waste products are applied. Nitrogen shall be the
rate -determining nutrient, unless other restrictions require waste to be applied
based on other nutrients, resulting in a lower application rate than a nitrogen
based rate. Zinc and copper levels in the soils shall be monitored and alternative
crop sites shall be used when these metals approach excessive levels. pH shall be
adjusted and maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste application
records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five (5)
years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
655667 Database Version 3.1 Date Printed: 2/21/2007 Specification Page 3

Crop Notes
The following crop note applies to field(s): Pull 5, Pull 6, Pull 7, Pull 8
Fescue: Coastal Plain, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Moderate to Marginal.
In the Coastal Plain, tall fescue can be planted Sept. 1 to Oct. 15 (best) and Feb. 15 to Mar. 20. For
pure -stand broadcast seedings use 20 to 30 lb/ac., for drilled use 15 to 20 lb/ac. seed. Use certified seed
to avoid introducing weeds or annual ryegrass. Plant seed 0.25" to 0.5" deep for pure stands, 0.25" in
mixture with clovers. Tall fescue will tolerate soil wetness but not flooding or prolonged saturation; use
ladino clover for mixtures on these soils. Soil test for preplant and maintenance lime, phosphorus, and
potassium recommendations. Apply 40 to 60 lb/ac nitrogen at planting for pure stands only. Do not apply
N for mixtures with clovers but use proper legume inoculation techniques. Apply 150 to 200 lb/ac. N to
pure -stand fescue for hay production; reduce N rates by 25% for grazing. Apply N Feb. 1 to Mar. 20 and
Aug. 20 to Sept. 30, with equal amounts in each window. Refer to NCSU Technical Bulletin 305
Production and Utilization of Pastures and Forages in North Carolina for additional information or
consult your regional agronomist or extension agent for assistance.
The following crop note applies to field(s): Pull 10, Pull 11, Pull 12, Pull 13, Pull 14, Pull 15, Pull 9
Small Grain: CP, Mineral Soil, low -leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more.
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February -March.
655667 Database Version 3.1 Date Printed: 02-21-2007 Crop Note Page Page 1 of 3

The following crop note applies to field(s): Pull 1, Pull 2, Pull 3, Pull 4
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February -March.
The following crop note applies to field(s): Pull 10, Pull 11, Pull 12, Pull 13, Pull 14, Pull 15, Pull 9
Bermudagrass CP, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
655667 Database Version 3.1 Date Printed: 02-21-2007 Crop Note Page Page 2 of 3

The following crop note applies to field(s): Pull 1, Pull 2, Pull 3
Bermudagrass: CP, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): Pull 4
Common Bermudagrass: No Comment
655667 Database Version 3.1 Date Printed: 02-21-2007 Crop Note Page Page 3 of 3

USDA United States
Department of
Agriculture
Columbus County, North Carolina
Farm 19892
Tract 5686
2019 Program Year
CLU
Acres
HEL
Crop
1
22.5
UHEL
2
14.35
NHEL
3
44.86
NHEL
4
2.18
NHEL
5
8.83
NHEL
6
6.44
NHEL
7
14.8
NHEL
8
11.34
NHEL
9
12.19
NHEL
10
6.45
NHEL
15
5.9
UHEL
Noncropland.
16
2.65
UHEL
Noncropland
24
110.38
UHEL
Noncropland
Page Cropland Total: 143.94 acres
Map Created October 18, 2018
Base Image Layer flown in 2016
Common Land Unit
Cropland
Non -Cropland
Tract Boundary
Wetland Determination Identifiers
Restricted Use
V Limited Restrictions
Exempt from Conservation
Compliance Provisions
USDA FSA maps are for FSA Program administration only. This map does not represent a legal survey or reflect actual ownership; rather it depicts the information provided directly from the producer and/or the NAIP imagery. The producer
accepts the data 'as is' and assumes all risks associated with its use. The USDA Farm Service Agency assumes no responsibility for actual or consequential damage incurred as a result of any user's reliance on this data outside FSA Programs.
Wetland identifiers do not represent the size, shape, or specific determination of the area. Refer to your original determination (CPA-026 and attached maps) for exact boundaries and determinations or contact NRCS.

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Emergency Action Plan
This plan will be implemented in the event that wastes from your operations are leaking, overflowing, or
running off the 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 available to all employees at the facility, as accidents, leaks, and breaks can happen at any
time.
1) 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:
T117
add soil to the berm to increase the elevation of the darn
• pump wastes to fields at an acceptable rate
• stop all additional flow to the lagoon (waterers)
• call a pumping contractor
• make sure no surface water is entering the lagoon
Note: These activities should be started when your lagoon level has exceeded the temporary storage level.
b) Runoff from waste application field:
• immediately stop waste application
• create a temporary diversion orberm to contain the waste on the field
• incorporate waste to reduce further runoff
c) Leaking from the waste distribution system:
• pipes and sprinklers:
• stop recycle (flushing system) pump
• stop irrigation pump
3 close valves to eliminate further discharge
rJ separate pipes to create an air gap and stop flow
• flush system, houses, solids separators:
• stop recycle (flushing system) pump
• stop irrigation pump
make sure no siphon effect has been created
separate pipes to create an air gap and stop flow
d) Leakage from base or sidewall of the lagoon. Often these are seepage as opposed to flowing
leaks:
• dig a small well or ditch to catch all seepage, put in a submersible pump, and pump back
into the lagoon

• if holes are caused by burrowing animals, trap or remove animals
and fill holes and compact with a clay type soil.
• other holes may be likewise temporarily plugged with clay soil.
Note: For permanent repair measures, lagoon problems require the
consultation of an individual experienced in their design and installation.
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?
3) Contact appropriate agencies.
a) During normal business hours, call your DWQ regional office: 910/395-3900 ; after
hours, emergency number. 1/800-662-7956. Your phone call should include: your
name, facility, telephone number, the details of the incident, the exact location of the
facility, and the location or direction of movement .of the spill, weather and wind
conditions, what corrective measures have been taken, and the seriousness of the situation.
b) If the spill leaves the property or enters surface waters, call the local EMS:
640-6610
c) Instruct EMS to contact the local Health Department: 6 4 0 - 6 6 1.7
d) Contact CES: 640-6606
local NRCS office: 642-2348
and your integrator:
4) Implement procedures as advised by DWQ and technical assistance agencies to rectify the
damage, repair the system, and reassess the waste management plan to keep problems with
release of wastes from happening again.
5) Contact contract pumping and/or irrigation equipment companies:
a)
b)
c)
6) Contact dirt moving and/or heavy equipment companies:
a)
b)

Source
Farmstead
Swine Farm Waste Management Odor Control Checklist
Cause
• Swine production
Animal body
surfaces
Floor surfaces
• Dirty manure -covered
animals
Manure collection
pits
Ventilation exhaust
fans
Indoor surfaces
Flush tanks
• Wet rnanure-covered floors
• Urine
• Partial microbial
decomposition
BM Ps to Minimize Odor
JVegclative or wooded buffers
A Recommended best management practices
Good judgment and common sense
jDry floors
14, Slotted floors
-Waterers located over slotted Iloors
❑ Feeders at high end of solid floors
❑ Scrape manure buildup. from floors
❑ Underfloor ventilation for drying
Site Specific Practices
114..Frequent manure removal by (lush, pit recharge,
or scrape
Underfloor ventilation
• Volatile gases
• Dust
• Dust
I f. Fan maintenance
Llc Efficient air movement
• Agitation of recycled lagoon
liquid while tanks are filling
fWashdown between groups of animals
❑ Feed additives
❑ Feeder covers
❑ Feed delivery downspout extenders to feeder
covers
❑ Flush tank covers
❑ Extend fill lines to near bottom of tanks with
anti -siphon vents

Swine Farm Waste Management Odor Control Checklist
Source (,;MSC
Flush alleys • Agitation during wastewater
conveyance
Pit recharge points • Agitation of recycled lagoon
liquid while pits are filling
13Ml's to Minimize Odor
Cl Underfloor flush with underfloor ventilation
Site Specific Practices
O Extend recharge lines to near bottom of pits with
anti -siphon vents
Lift stations • Agitation during sump tank O Sump tank covers
filling and drawdown
Outside drain
collection or
junction poxes
• Agitation during wastewater 0 Box covers
conveyance
End of drainpipes • Agitation during wastewater
at lagoon conveyance
Lagoon surfaces
J Extend discharge point of pipes underneath
lagoon liquid level
• Volatile gas emissions
• Biological mixing
• Agitation
Irrigation sprinkler • 1 Iigh pressure agitation
nozzles
• Vdind drill
(Proper lagoon liquid capacity
1. Correct lagoon startup procedures
Minimum surface area -to -volume ratio
Minimum agitation when pumping
O Mechanical aeration
X Proven biological additives
)1 Irrigate on dry days with little or.no wind
i1 Minimum recommended operating pressure
i Pump intake near lagoon liquid surface
O Pump from second -stage lagoon

Source
Swine Farm Waste Management Odor Control Checklist
Cause IJMPs to Minimize Odor
Manure tracked onto • Poorly maintained access
public roads from roads �l arm access road maintenance
farm access
Site Specific Practices
Additional Information:
Swine Manure Management; .0200 Rule/BMP Packet
Swine Production Farm Potential Odor Sources and Remedies; t.;I3AE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge --Lagoon Treatment; I;RAI; 128-88
Swine Production Facility Manure Management: Underfloor Flush —Lagoon 'I'rerfltnent; El3AE 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; PIII-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; PR()107, 1995 Conference Proceedings
Available From:
NCSI1, County Extension Center
NCSIJ---13AE
NC'Sl_I----.IZAI
NCSU-13AE
NCSU--L3A1?
NCS1.1-13AI
NCSU—Swine Extension
N.C. Pork Producers Assoc,
NCSU Agricultural Communications
Florida Cooperative Extension

Insect Control Checklist for Animal Operations
Source Cause 1111-1Ps to Control insects Site Specific Practices
Flush gutters • Accumulation of solids
Lagoons and pits • Crusted solids
Excessive vegetative
growth
Liquid Systems
Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed •
1. Remove bridging of accumulated solids at
discharge
pl.NMaintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the crusting
of solids to a depth (Wm) more than .6 to 8 inches
over more than 30 prevent of surface
• Decaying vegetation 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 0 Design, operate, and maintain feed systems
(e.g., bankers and troughs) to minimize the
accumulation of decaying wastage
O Clean up spillage on a routine basis (e.g., 7- to 10-
clay interval during summer; 15- to 30-day interval
during winter)

Feed storage • Accumulations of feed CI Reduce moisture accumulation within and around
Insect Control Checklist for Animal Operations
Source Cause IIIVIrs to Control Insects
Site Specific Practices
areas
residues immediate perimeter of feed storage areas by
ensuring drainage is away from site and/or
providing adequate containment (c.g., covered bin
fin' brewer's grain and similar high moisture grain
products)
O Inspect for and remove or break up accumulated
_ solids in filter strips around Iced storage as needed
Animal holding • Accumulations of animal O Eliminate low areas that trap moisture along fences
Dry manure • Accumulations of animal 0 Remove spillage on a routine basis (e.g.,
handling systems wastes 7- to 10-day interval during summer; 15- to 30-day
interval during winter) where manure is loaded for
land application or disposal
Cl Provide kw 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
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)
For more information contact:
Cooperative Extension Service, Department of Entomology, (lox 7613, North Carolina State University, Raleigh, NC 27695-7613.

slurry, or sludge on drying
field surfaces
Dead animals
Dead animal
disposal pits
Incinerators
Standing water
around facilities
Source
Storage tank or
basin surface
Settling basin
surface
Manure, slurry, or
sludge spreader
outlets
Cause
Swine Farm Waste Management Odor Control Checklist
• Partial microbial
decomposition
• Mixing while filling
• Agitation when emptying
• Partial microbial
decomposition
• Mixing while filling
• Agitation when emptying
I3MI's to Minimize Odor
O 1.3otlom or midlevel loading
O 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
Uncovered manure, • Volatile gas emissions while
• Carcass decomposition
• Carcass decomposition
• Incomplete combustion
O Soil injection of slurry/sludges
O Wash residual manure'fiom spreader after use
PIrProven biological additives or oxidants
O Soil injection of slurry/sludges
0 Soil incorporation within 48 hours
O Spread in thin unilorin layers for rapid drying
O Proven biological additives or oxidants
j\I'roper disposition of carcasses
0 Complete covering of carcasses in burial pits
Cl Proper location/construction of disposal pits
O Secondary stack burners
• Improper drainage
• Microbial decomposition of
organic matter
O Grade landscape such that water drains away
from facilities

Version —November 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
El El 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.
I� 0 Rendering at a rendering plant licensed under G.S. 106-168.7
ElEl Complete incineration according to 02 NCAC 52C .0102.
El
El 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.
CI El 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 opiniontof the State Veterinarian, wouldmake 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.
eiPtv%),..7 g
Signature of Farm Owner/Manager
Signature of Technical Specialist
Date
Date

Mortality Management Methods
(check which method(s) are being. implemented)
r1 Burial three Feet beneath the surface or the ground within 24 hours after
knowledge of the death. The burial must be ac least 300 feet from any ;:lowing
scream or public body of water.
Rendering. ac a rendering plant licensed under G.S. 106-163.7
Complete incineration
In the case of dead poultry only, placing. in a.disposal pic of a size and design
approved by the Department of agriculture
_1 Any method which in the professional opinion of the State Veterinarian would
make possible the salvage of part of a dead animal's value without endangering
human or animal health. (Written approval of the State Veterinarian must be
accac hed)
December 13. 1996

Operator:BOBBY COLLINS County: COLUMBUS
Distance to nearest residence (other than owner):
1. STEADY STATE LIVE WEIGHT
0 sows (farrow to finish) x 1417 lbs.
0 sows (farrow to feeder) x 522 lbs.
7040 head (finishing only) x 135 lbs.
0 sows (farrow to wean) x 433 lbs.
0 head (wean to feeder) x 30.lbs.
Date: 12/07/93
/96o- 'oeo' CEoi
2500.0 feet
••
0 lbs
0 lbs
950400 lbs
0 lbs
0 lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 950400 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 950400 lbs. SSLW x Treatment Volume(CF)/lb. SSLW
Treatment Volume(CF)/lb. SSLW= 1 CF/lb. SSLW
Volume = 950400 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
4. TOTAL DESIGN VOLUME
Inside top length 610.0 feet ; Inside top width 260.0 feet
Top of dike at elevation 51.7 feet . ---
Freeboard 1.0 feet ; Side slopes 3:'0 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation 50.7 feet
Bottom of lagoon elevation 39.7 feet «G,y /9
Seasonal high water table elevation 46- feet
•
Total design volume using prismoidal formula,
SS/END1• SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 604.0 254.0 11.00
AREA OF TOP
LENGTH * WIDTH =
604.0 254.0
AREA OF BOTTOM
LENGTH * WIDTH =
538.0 188.0
153416 (AREA OF TOP)
101144 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
571.0 221.0 504764 (AREA OF MIDSECTION * 4)
CU. FT. = AAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM * DEPTH/6
153416.0 504764.0 101144:0 1.
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 1392094 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top, of dike)
Length * Width =
610.0 260.0 158600.0 square feet
Buildings (roof and lot water)
Length * Width =
0.0 0.0 0.0 square feet
TOTAL DA 158600.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 950400 Lbs. SSLW * CF of Waste/Lb./Day *
Volume = 232658 cubic feet
180 days
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculat
the lagoon water are accounted for in 5A.
Volume. =
Volume =
•
0.0 gallons/day *
0.0 cubic feet
180 days storage/7.48 gallons
per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 92516.7 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 99125.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 232658 cubic feet
5B. 0 cubic feet
5C. 92517 cubic feet
5D. 99125 cubic feet
TOTAL 424300 cubic feet
6. SUMMARY
Total required volume 1374700 cubic feet
Total design volume avail. 1392094 cubic feet
Min. req. treatment volume plus sludge accumulation 950400 cubic f
r tz es" G�c
At elev. 47.7 feet ; Volume is -�tiocO. cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 1292969 cubic feet
soy c4`'
At elev. 49.9 feet ; Volume is 1278475 cubic feet (start pumping
Seasonal high water table elevation 46.2 feet
7. DESIGNED BY: ` ,ejAPPROVED BY: / 'f O/
DATE: _ L. - l s DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

f - ,ma- 4.;
Gg. £ s �s
Sf?Nab.fr/
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2 Z D D 0
U. S. Departnient of Agriculture
Soil Conservation Service
Landowner
/aGoo,.J
HAZARD CLASSIFICATION DATA SHEET FOR -DAMS
Community or Group No. 45:-
NC-ENG-34
September 1980
File Code; 210
County ( kra.,Gas
Conservation Plan No.
Estimated Depth of Water to Top of Dam g Ft. Length of Flood Pool vn Ft.
Date of Field Hazard Investigation
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
Reach: Length: Width: Slope:
. :
Ft. : Ft. : %
•
• Kind of
Land Use Improvements
: Est. Elev. :Est. Elevation
:Improvements: of Breach
Above :Floodwater Above
: Flood Plain: Flood Plain
Cr°P/474'1t- .
•
%do F • /van: G4/..v e 65
•
• 1,00 D•
bS
•
!/A fl-
3
•
•
Ft. Ft.
• • waaDS No.✓e
•
Describe potential for loss of life and damage to existing or
improvements from a sudden breach Ae„,r _�-
probable future downstream
/2vvc:jl-
Hazard Classification of Dam Di) b, c) (see NEM-Part 520.21)
'Dam Classification (I, II, III, ivap
By Z' i u,Eud--
(name) (title)
Concurred By
_s G S -4,- — .
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date /Z_ /‘ _ Q
Date /c -

3rientation: -45.0
49.50
49.00
48.se
48.00
47.50
47.80
46.50
46.80
Z Magnification: 77.5
3D Mesh Surface
Existing
Project:
Drawing:
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
BOBBY COLLINS
a 88015
Prepared bj: using Sitework
Inclination: 20.0
3D Mesh Surface

* 48.80
i1E 48. 60 i1E 49.30
* 49. 00 *49.20
NE46.40 *48.90
a-d.bf
i1E49.00
46.50
NE49.10 NE48.30 31E47 00
)1E 49.68 * 49.40
i1E 49.30 * 49.20
*48.90 * 48.70
Plot of all data for the surface:
Existing
Project:
Drawing:
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
BOBBY COLLINS
880'S
Prepared by: using Sitework
i1E 49.20 48.30
*48.90 *4• .40
*48.70 *48.3
47.50

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Orientation: -45.0
52.00--
50. go
48.00
46.00
44.00
42.08
40.00
Lower Left
Z Magnification: 22 1.
....... .......
• • • • •
,E2.1".:S*11EDEEEirgt.E=E1.1:-
4.2
17;.*
-
tl 0$0!! \\01:21°t1 $ 00k IYWiliESO
•
30 Mesh Surface
Balanced
Project:
Drawing;
Numbsr:
Location:
Bid Data:
Engimaar:
Owman:
Estimator
BOBBY COLLINS
880 .s
Inclination: 20.0
3D Mesh Surface
Prepared bj:
using Sitework

1.82
7.75
DZ
735
-39. 65
39:85
�•'751�55
47.65
! ' 39.•fa5
9
h65s
#06ag.65
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Da.lightt - 4gter }�
65
48.65
• mrmmv rnl 1 TIJR• A Ann' S: Balanced
07 DEC 93 5:35 PM

kOtAt, 401
Lckn ttkd
zt
E,(0'
3.0:1
1...vN-o k oit 0 IAA
• acf 65
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4197.85
Plot of all data for the surface:
Balanced
Project:
Drawing:
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
BOBBY COLLINS
2. sees
65
48.65
Prepared by: using Sitework

Plot of the contour data for the surface:
, Balanced
Project: BOBBY COLLINS
Drawing: • 880S
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared bj: using Sitework

65
48.65
Plot of the sloping lines for the surface:
Balanced
Project:
Drawing:
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
BOBBY COLLINS
® 880'S
Prepared by: using Sitework

52.00
58.00
48.00
46.00
44.00
42.00
40.00
38.00
Existing
r.
Balanced
'(498.69,629.47)
<559.99>
(499.09,89.48)
: BOBBY COLLINS: 6 880'S
07 DEC 93 5:36 PM

SEEDING RECOMMENDATIONS
AREA TO BE SEEDED: 4.0 ACRES
USE THE SEED MIXTURE INDICATED:
240 LBS. FESCUE GRASS § 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30
O LBS. 'PENSACOLA' BAHIA GRASS § 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 30
O LBS. HULLED BERMUDA GRASS § 8 LBS./AC.
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
120 LBS. RYE GRAIN § 30 LBS./ACRE (NURSERY FOR FESCUE)
O LBS. RYE GRASS § 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
4000 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
8 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
400 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.
l+.YuYYV'u .r.
blOZ Zi 0 88V

INSTRUCTIONS
All dams built with technical assistance from the Soil Conservation Service
must have a hazard classification assigned by the person responsible for
approving the design. Most farm ponds, except in borderline cases, can
be classified after a complete field investigation without assuming failure
and making breach studies. This data sheet is to be used for recording
the information obtained through field studies and for documenting the
hazard classification. Where there is a possibility for lossof life or
major property damage from a dam failure, an approved breach routing
procedure is to be used. (Consult with the area engineer.)
Hazard classifications of dams are made by evaluating the possibility
for loss of life and the extent of damage that would result if the dam
should suddenly breach --that is --a section of the dam be suddenly and
completely washed out. It is .to be assumed that a wall of water will be
released equal to the height of the dam. This flood wave will be reduced
in height as it moves down the flood plain. The wave height (depth of
flooding) should be evaluated for a sufficient distance downstream until
the estimated flood level will not cause significant damage to improvements,
such as homes, buildings, roads, utilities, reservoirs, etc. The breach
flood level will be reduced depending on the valley storage, slope, and
openess of the flood plain; however, in a narrow steep valley slopes
steeper than 10% should be given special consideration. One method of
evaluation is to compare available valley storage (under flood conditions)
to impoundment storage (figured to the top of the dam) for each reach
evaluated with a judgment estimate made of the flood wave height at all
critical points downstream.
Should there be any questions about the hazard classification for a dam,
the area engineer should be consulted before making design commitments.

OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment (permanent storage) with
min. odor control. The time required for the planned fluid level to be
reached (permanent + temporary storage) may vary due to soil conditions
flushing operations, and the amount of fresh water added to the system.
The designed 6 months temporary storage is an estimated volume
based on: 1) waste from animals; 2) excess rainfall after evaporation;
and 3) the largest 24 hour (one day) rainfall that occurs on the
average of once every 25 years. The volume of waste generated from
a given number of animals will be fairly constant throughout the year
and from year to year. This estimate is based on 7 inches of excess
rainfall which is equal to or exceeds the highest 6 months excess in
a year. The average annual excess rainfall is approximately 8 inches.
Therefore, an average of 8 inches of excess rainfall will need to be
pumped each 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 on the elevation to
begin pumping, a permanent marker must be installed on this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain minimum treatment depth (6 feet).
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 waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying 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` pump -out of the lagoon when fluid level reaches eleva-
tion s'•o 49.9 as marked by permanent marker. Stop pump -out when
the fluid level reaches elevation 47.7 or before the fluid depth is
less than 6 feet deep (this prevents the loss of favorable
bacteria). The design temporary storage, less 25 year storm
is 325175 cubic feet or 2432306 gallons. As stated before, this
volume will vary considerably from year to year.

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.
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.
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.