310399_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 Permiltee.
1. Farm Number: 31-0399 Certificate Of Coverage Number: AWS310399
2. Facility Name: Triumph Farm
3. Landowner's Name (same as on the Waste Management Plan): Triumph Associates LLC
4. Landowner's Mailing Address: PO Box-188-7
City: Rese-titll ��'3
Wc..�IaL e.
State: NC
Telephone Number: 9i 4.So 2298 F . E-mail:
sg4 r s
5. Facility's Physical Address:: a 13 Dill Sanderson Ln
Zip: 2 4 4t8r-
City: Mount Olive State: NC Zip: 28365
6. County where Facility is located: Duplin
7. Farm Manager's Name (if different from Landowner): A J Linton
8. Farm Manager's telephone number (include area code): 910-285-1357 Ext.
9. Integrator's Name (if there is not an Integrator, write "None"):
10. Operator Name (OIC): Kendall W. Huffman
11. Lessee's Name (if there is not a Lessee, write "None"): p On, p
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine - Farrow to Wean 2,411
Operation Types:
Murphy -Brown LLC
Phone No.: 252-526-1446 OIC N: 16819
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)
Tig.-ti v.,
7
iG i{
� 91 j ;
a'7?
19,50
5
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
L The most recent Waste Utilization Plan (WUP), signed by the owner and a certified technical snecialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.) •
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):
Name: 4 3- L. / /1 / Title: pen v/ in inen' ice / »i p,
Signature: Date: Y';-If
Name:
Signature:
Name:
Signature:
Title:
Date:
Title:
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]
ncdenr.gov
FORM: RENEWAL -STATE GENERAL 02/2019

ROYCOOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
olreaor
NORTH CAROLINA
Environmental Quality
February 27, 2019
Triumph Associates LLC
Triumph Faun
PO Box 1087
Rose Hill, NC 28458-1087
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Pennittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available
at https://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) cony of the Certified Animal Waste Management Plan (CAWMP) 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 pennit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Enclosures
cc (w/o enclosures):
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Wilmington Regional Office, Water Quality Regional Operations Section
Duplin County Soil and Water Conservation District
AFOG Section Central Files - AWS310399
Murphy -Brown LLC
DE North Carosna Depertm,ent of Envdeonmental Quafav 1 Division of Weter Resnwces
' 512 N. SatSbu y Si. 11636 Me315ervice Center 1 Retelgh, North Carolina 27699-1636
919.707.9ODD

Nutrient Management Plan For Animal Waste Utilization
12-02-2008
This plan has been prepared for:
Triumph Sow
- - Triumph Associates LLC
PO Box 1139
Wallace, NC 28466
910-285-1005
This plan has been developed by:
AJLINTON
MURPHY FAMILY VENTURES
PO BOX 1139
WALLACE, NC 28466
910-285-1005
aA
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.
\, \ Signature (owner)
Signature (manager or producer)
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.
Date
1Z/290t
Date
Plan Approved By: /e A 0-a-o8
Teclui al Specialist Signature Date
585661 Database Version 3.1 Date Printed: 12-02-2008 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.
S9
Swine Farrowing-Weanling Lagoon Liquid waste generated 7,722,433 gals/year by a
2,411 animal Swine Farrowing-Weanling Lagoon Liquid operation. This production
facility has waste storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
11917
Incorporated
20466
Injected
22539
Hrigated
12953
Max. Avail.
PAN (lbs) *
Actual PAN
Applied (lbs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
12,953
17801
-4,848
10,612,426
-2,889,993
Year 2
12,953
17439
-4,486
10,396,710
-2,674,277
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.
442105 Database Version 3.1
Date Printed: 12-02-2008
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
Reel 1
Total useable
Acres
3.75
Acres Index
3.75
Leaching
(LI)
N/A Marvyn
Soil Series
Wheat,
Crop Sequence
Grain
RYE
40 bu.
Kl
2.22
N/A Marvyn
Soybeans,
Corn,
Manured, Double Crop
Grain
Wheat, Grain
29 bu.
75 bu.
40 bu.
2.22
Reel 2
Kl
Soybeans,
Manured, Double Crop
29 bu.
59.13
59.13
N/A
Autryville
Corn, Grain
Wheat, Grain
75 bu.
45 bu.
Pivot Kl
1C2
Soybeans, Manured, Double Crop
Com, Grain
25 bu.
85 bu.
Tl
Pivot Tl
27.75
27.75
N/A
Autryville
Com, Grain
Wheat, Grain
85 bu.
45 bu.
Soybeans, Manured, Double Crop
25 bu.
Tl
Reel 3
5.68
2.70
5.68
2.70
N/A
N/A
Autryville
Autryville
Com, Grain
Wheat, Grain
Soybeans, Manured, Double Crop
Com, Grain
85 bu.
45 bu.
25 bu.
85 bu.
Reel 4
Tl
2.11
2.11
N/A
Autryville
Wheat, Grain
Soybeans, Manured, Double Crop
Com, Grain
45 bu.
25 bu.
85 bu.
Reel 10
T2
Wheat, Grain
45 bu.
3.40
3.40
N/A
Woodington
Soybeans, Manured, Double Crop
Com, Grain
Wheat, Grain
25 bu.
110 bu.
50 bu.
T2
Reel 5
5.22
5.22
N/A
Woodington
Soybeans, Manured, Double Crop
Com, Grain
29 bu.
110 bu.
Reel 6
T2
Wheat, Grain
50 bu.
Soybeans, Manured, Double Crop
29 bu.
Reel 7
5.56
5.56
N/A
Woodington
Corn, Grain
110 bu.
T2
Wheat, Grain
50 bu.
Soybeans, Manured, Double Crop
29 bu.
Reel 8
4.12
4.12
N/A
Autryville
Com, Grain
85 bu.
T2
442105 Database Version 3.1
NOTE: Symbol * means user entered data.
Date Printed 12/2/2008
PCS Page Page 1 of 2

Planned Crops Suni nary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
Wheat, Grain
45 bu.
Soybeans, Manured, Double Crop
25 bu.
T2
Reel 9
3.01
3.01
N/A
Autryville
Com, Grain
85 bu.
Wheat, Grain
45 bu.
Soybeans, Manured, Double Crop
25 bu.
PLAN TOTALS: 124.65 124.65
LI -.
Potential Leaching
-Technical Guidance
< 2
Low potential to contribute to soluble
nutrient leaching below the root zone.
None
>— 2 &
<= 10
Moderate 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).
442105
Database Version 3.1 Date Printed 12/2/2008
NOTE: Symbol * means user entered data.
PCS Page Page 2 of 2

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
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 -prod
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 qua
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 pro
for the utilization of the manure generated by the operation.
Waste Utilization Table • Yal J.
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Nitrogen
PA
Nutrient
Req'd
(Ibs/A)
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Manure
PA
NutrientA
pplied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applies
(Field)
Applic.
Period
N
N
N
Applic.
Method
N
1000
gal/A
Tons
1000 gals
tons
Kl
Reel 1
S9
Marvyn
3.75
3.75
Wheat, Grain
40 bu.
9/1-4/30
84
0
0
brig.
42
25.04
0.00
93.90
0
K1
Reel 1
S9
Marvyn
3.75
3.75
Soybeans, Manured, Double Crop
29 bu.
4/1-9/15
113
0
0
Irrig.
113
67.37
0.00
252.63
0
K1
Reel 2
S9
Marvyn
2.22
2.22
Wheat, Grain
40 bu.
9/1-4/30
84
0
0
Irrig.
42
25.04
0.00
55.59
0
KI
Reel 2
S9
Mervyn
2.22
2.22
Soybeans, Manured, Double Crop
29 bu.
4/1-9/15
113
0
0
Trig.
113
67.37
0.00
149.56
C
K2
Pivot Kl
S9
Autryville
59.13
59.13
Wheat, Grain
45 bu.
9/1-4/30
104
0
0
Irrig.
52
31.00
0.00
1,833.11
C
1{2
Pivot Kl
S9
Autryville
59.13
59.13
Soybeans, Manured, Double Crop
25 bu.
4/1-9/15
100
0
0
Irrig.
100
59.62
0.00
3,525.22
T1
Pivot T1
S9
Autryville
27.75
27.75
Com, Grain
85 bu.
2/15-6/30
104
0
20
Irrig.
84
50.08
0.00
1,389.70
T1
Pivot Tl
S9
Autryville
27.75
27.75
Wheat, Grain
45 bu.
9/1-4/30
104
0
0
Irrig.
52
31.00
0.00
860.29
(
Tl
Reel 3
S9
Autryville
5.68
5.68
Corn, Grain
85 bu.
2/15-6/30
104
0
20
brig.
84
50.08
0.00
284.45
1
T1
Reel 3
S9
Autryville
5.68
5.68
Wheat, Grain
45 bu.
9/1-4/30
104
0
0
Irrig.
52
31.00
0.00
176.09
1
Tl
Reel 4
S9
Autryville
2.70
2.70
Com, Grain
85 bu.
2/15-6/30
104
0
20
Irrig.
0
0.00
0.00
0.00
Tl
Reel 4
S9
Autryville
2.70
2.70
Wheat, Grain
45 bu.
9/1-4/30
104
0
0
Irrig.
0
0.00
0.00
0.00
T2
Reel 10
S9
Autryville
2.11
2.11
Com, Grain
85 bu.
2/15-6/30
104
0
20
Irrig.
84
50.08
0.00
105.67
T2
Reel 10
S9
Autryville
2.11
2.11
Wheat, Grain
45 bu.
9/1-4/30
104
0
0
Irrig.
52
31.00
0.00
65.41
T2
Reel 5
S9
Woodington
3.40
3.40
Com, Grain
110 bu.
2/15-6/30
119
0
20
brig.
99
59.02
0.00
200.67
T2
Reel 5
S9
Woodington
3.40
3.40
Wheat, Grain
50 bu.
9/1-4/30
96
0
0
Irrig.
48
28.62
0.00
97.30
442105 Database Version 3.1
Date Printed: 12/2/2008
WUT Page Page 1 of 4

Waste Utilta._.on Taate A..... A
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
NutrientA
pplied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
T2
Reel 6
S9
Woodington
5.22
5.22
Corn, Grain
110 bu.
2/15-6/30
119
0
20
Inig.
99
59.02
0.00
308.09
0.
T2
Reel 6
S9
Woodington
5.22
5.22
Wheat, Grain
50 bu.
9/1-4/30
96
0
0
II -rig.
48
28.62
0.00
149.38
0.
T2
Reel 7
S9
Woodington
5.56
5.56
Com, Grain
110 bu.
2/15-6/30
119
0
20
Inig.
99
59.02
0.00
328.16
0.
T2
Reel 7
S9
Woodington
5.56
5.56
Wheat, Grain
50 bu.
9/1-4/30
96
0
0
Irrig.
48
28.62
0.00
159.11
0.
T2
Reel 8
S9
Autryville
4.12
4.12
Corn, Grain
85 bu.
2/15-6/30
104
0
20
twig.
84
50.08
0.00
206.33
0.
T2
Reel 8
S9
Autryville
4.12
4.12
Wheat, Grain
45 bu.
9/1-4/30
104
0
0
Inig.
52
31.00
0.00
127.73
0
T2
Reel 9
S9
Autryville
3.01
3.01
Com, Grain
85 bu.
2/15-6/30
104
0
20
Irrig.
84
50.08
0.00
150.74
0
T2
Reel 9
S9
Autryville
3.01
3.01
Wheat, Grain
45 bu.
9/1-4/30
104
0
0
Inig.
52
31.00
0.00
93.31
0
Total Applied, 1000 gallons
10,612.43
Total Produced, 1000 gallons
7,722 43
Balance, 1000 gallons
-2,889.99
Total Applied, tons
0
Total Produced, tons
a
C
Balance, tons
Notes: 1. In the tract column, - symbol means leased, otherwise, owned.
442105 Database Version 3.1
2. Symbol * means user entered data
Date Printed: 12/2/2008
WUT Page Page 2 of 4

n lame
ear 2
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
NutrientA
pplied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
K1
Reel 1
S9
Marvyn
3.75
3.75
Wheat, Grain
40 bu.
9/1-4/30
84
0
0
Irrig.
42
25.04
0.00
93.90
0.1
K1
Reel 1
S9
Marvyn
3.75
3.75
Corn, Grain
75 bu.
2/15-6/30
86
0
20
Irrig.
66
39.35
0.00
147.56
0.1
K1
Reel 2
S9
Marvyn
2.22
222
Wheat, Grain
40 bu.
9/1-4/30
84
0
0
Inig.
42
25.04
0.00
55.59
0.1
K1
Reel 2
S9
Marvyn
2.22
2.22
Corn, Grain
75 bu.
2/15-6/30
86
0
20
Irrig.
65
38.75
0.00
86.03
0.1
K2
Pivot Kl
S9
Autryville
59.13
59.13
Wheat, Grain
45 bu.
9/1-4/30
104
0
0
Irrig.
52
31.00
0.00
1,833.11
0.1
B2
Pivot Kl
S9
Autryville
59.13
59.13
Corn, Grain
85bu.
2/15-6/30
104
0
20
Irrig.
84
50.08
0.00
2,961.18
0.1
T1
Pivot T1
S9
Autryville
27.75
27.75
Wheat, Grain
45 bu.
9/1-4/30
104
0
0
Irrig.
52
31.00
0.00
860.29
0.i
Ti
Pivot Tl
S9
Autryville
27.75
27.75
Soybeans, Manured, Double Crop
25 bu.
4/1-9/15
100
0
0
Inig.
100
59.62
0.00
1,654.40
0.
T1
Reel 3
S9
Autryville
5.68
5.68
Wheat, Grain
45 bu.
9/1-4/30
104
0
0
Irrig.
52
31.00
0.00
176.09
0.
T1
Reel 3
S9
Autryville
5.68
5.68
Soybeans, Manured, Double Crop
25 bu.
4/1-9/15
100
0
0
Irrig.
100
59.62
0.00
338.63
0.
T1
Reel 4
S9
Autryville
2.70
2.70
Wheat, Grain
45 bu.
9/1-4/30
104
0
0
Irrig.
0
0.00
0.00
0.00
0.
Tl
Reel 4
S9
Autryville
2.70
2.70
Soybeans, Manured, Double Crop
25 bu.
4/1-9/15
100
0
0
Irrig.
0
0.00
0.00
0.00
0.
T2
Reel 10
S9
Autryville
2.11
2.11
Wheat, Grain
45 bu.
9/1-4/30
104
0
0
Irrig.
52
31.00
0.00
65.41
0.
T2
Reel 10
S9
Autryville
2.11
2.11
Soybeans, Manured, Double Crop
25 bu.
4/1-9/15
100
0
0
Irrig.
100
59.62
0.00
125.79
0.
T2
Reel 5
S9
Woodington
3.40
3.40
Wheat, Grain
50 bu.
9/1-4/30
96
0
0
Irrig.
48
28.62
0.00
97.30
0.
T2
Reel 5
S9
Woodington
3.40
3.40
Soybeans, Manured, Double Crop
29 bu.
4/1-9/15
112
0
0
Irrig.
112
66.77
0.00
227.03
0.
T2
Reel 6
S9
Woodington
5.22
5.22
Wheat, Grain
50 bu.
9/1-/30
96
0
0
Irrig.
48
28.62
0.00
149.38
0.
T2
Reel 6
S9
Woodington
5.22
5.22
Soybeans, Manured, Double Crop
29 bu.
4/1-9/15
112
0
0
Irrig.
112
66.77
0.00
348.55
0
T2
Reel 7
S9
Woodington
5.56
5.56
Wheat, Grain
50 bu.
9/1-4/30
96
0
0
Irrig.
48
28.62
0.00
159.11
0
T2
Reel 7
S9
Woodington
5.56
5.56
Soybeans, Manured, Double Crop
29 bu.
4/1-9/15
112
0
0
Irrig.
112
66.77
0.00
371.25
0
T2
Reel 8
S9
Autryville
4.12
4.12
Wheat, Grain
45 bu.
9/1-4/30
104
0
0
Irrig.
52
31.00
0.00
127.73
0
T2
Reel 8
S9
Autryville
4.12
4.12
Soybeans, Manured, Double Crop
25 bu.
4/1-9/15
100
0
0
Irrig.
100
59.62
0.00
245.63
0
442105 Database Version 3.1
Date Printed: 12/2/2008
WUT Page Page 3 of 4

Waste Utih. in Table
Year 2
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
(Ibs/A)
Res.
(Ibs/A)
Applic.
Method
Manure
PA
NutrientA
pplied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Appliee
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
T2
Reel 9
S9
Autryville
3.01
3.01
Wheat, Grain
45 bu.
9/1-4/30
104
0
0
Irrig.
52
31.00
0.00
93.31
0.
T2
Reel 9
59
Autryville
3.01
3.01
Soybeans, Manured, Double Crop
25 bu.
4/1-9/15
100
0
0
Irrig.
100
59.62
0.00
179.45
0.
Total Applied, 1000 gallons
10,396.71
Total Produced, 1000 gallons
7,722.43
Balance, 1000 gallons
-2,674.23
Total Applied, tons
0.
Total Produced, tons
0.
Balance, tons
0.
Notes: 1. In the tract column, — symbol means leased, otherwise, owned.
442105 Database Version 3.1
2. Symbol * means user entered data.
Date Printed: 12/2/2008
WUT Page Page 4 of 4

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)
K1
Reel
Marvyn
0.50
1.0
Kl
Reel2
Marvyn
0.50
1.0
K2
PivotK1
Autryville
0.60
1.0
Ti
PivotT1
Autryville
0.60
1.0
Ti
Ree13
Autryville
0.60
1.0
Ti
Ree14
Autryville
0.60
1.0
T2
Reel10
Autryville
0.60
1.0
T2
Reel 5
Woodington
0.40
1.0
T2
Reel 6
Woodington
0.40
1.0
T2
Reel 7
Woodington
0.40
1.0
T2
Reel 8
Autryville
0.60
1.0
T2
Ree19
Autryville
0.60
1.0
442105 Database Version 3.1 Date Printed 12/2/2008 LAF Page Page 1 of 1
NOTE: Symbol * means user entered data.

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for sludge
utilization for the indicated accumulation period. These estimates are based on average nitrogen concentrations for each source,
the number of animals in the facility and the plant available nitrogen 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 Farrowing-Weanling Lagoon Sludge - Standard
Corn 120 bu
150
13.16
71.44
142.88
214.32
Flay 6 ton R.Y.E.
300
26.32
35.72
71.44
107.16
Soybean 40 bu
160
14.04
66.98
133.95
200.93
442105 Database Version 3.1 Date Printed: 12-02-2008 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 Canaci
Source Name
Swine Farrowing-Weanling Lagoon Liquid
Design Storage Capacity (Days)
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days) *
1
1
122
I
2
146
1
3
180
1
4
180
1
5
180
1
6
180
1
7
180
1
8
168
I
9
138
1
10
107
1
11
159
1
12
128
2
1
97
2
2
117
2
3
180
2
4
180
2
5
180
2
6
180
2
7
180
2
8
165
2
9
135
2
10
104
2
11
168
2
12
137
* Available Storage Capacity is calculated as of the end of each month.
442105 Database Version 3.1 Date Printed: 12-02-2008 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.
442105 Database Version 3.1 Date Printed: 12/2/2008 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 with a high potential for leaching. Waste/nutrient loading rates on
these soils should be held to a minimum and a suitable winter cover crop planted
to take up released nutrients. Waste shall not be applied more than 30 days prior
to planting of the crop or forages breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with the
following: The outer perimeter of the land area onto which waste is applied from
a lagoon that is a component of a swine farm shall be at least 50 feet from any
residential property boundary and canal. Animal waste, other than swine waste
from facilities sited on or after October 1, 1995, shall not be applied closer that 25
feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other than
those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and public
right-of-ways.
15. Animal waste shall not be discharged into surface waters, drainageways, or
wetlands by a discharge or by over -spraying. Animal waste may be applied to
prior converted cropland provided the fields have been approved as a land
application site by a "technical specialist". Animal waste shall not be applied on
grassed waterways that discharge directly into water courses, and on other
grassed waterways, waste shall be applied at agronomic rates in a manner that
causes no runoff or drift from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks,
etc., shall not be discharged into the animal waste management system.
17. A protective cover of appropriate vegetation will be established on all disturbed
areas (lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as
necessary, to protect the vegetation. Vegetation such as trees, shrubs, and other
woody species, etc., are limited to areas where considered appropriate. Lagoon
areas should be kept mowed and accessible. Berms and structures should be
442105 Database Version 3.1 Date Printed: 12/2/2008 Specification Page 2

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.
442105 Database Version 3.1 Date Printed: 12/2/2008 Specification Page 3

ANIMAL WASTE UTILIZATION AGR
(Needed only if additional land has to be leas
1 Kelvin Kphlg43jriiivgoh Associates LLC
permission to apply animal waste frea81. sIEWaste L
of my land for the duration of time shown below.
1 understand that this waste contains nitrogen, pho:
trace elements and when properly applied should r
understand that the use of waste will reduce my ne
Adjacent Landowner:
Waste Producer:
Technical Representative:
SWCID Representative:
Term of AgtssiiilanfdK3
(Minimum of Ten Years on Cost Shared Hai
(See Required Specification No. 2)
70-Y. a-0 t% to Jtrn a..0a3
Page 9

4/2/2019
443 Dill Sanderson Ln - Google Maps
Gv=>gCe Maps
443 Dill Sanderson Ln
Triumph
Imagery ©2019 Google, Map data ©2019 Google 200 ft
443 Dill Sanderson Ln
Mt Olive, NC 28365
m�.
338J+HM Westbrook Crossroads, Kenansville, NC
https://www.google.com/maps/place/443+Dill+Sanderson+Ln,+Mt+Olive,+NC+28365/@35.0580456, 77.9246451,893m/data=i3m111e314m5!3m4!1s0... 1/2

Facility: Triumph - 032321
Phone Number:
911 Address:
[phone]
443 Dill Sanderson Lane Mt Olive, NC 28365
Directions to Farm: Hwy 11 to Summerlin Crossroad Rd. & turn left. Follow Summerlin Crossroad Rd.
for 7 miles to Kelly Rd & turn right. Driveway is 0.4 miles on the right, Farm is at the end of the Farm Road.
Effluent Handling System Emergency Procedure
In the event of an actual or potential spill take the following steps in order:
1) STOP and CONTAIN the release.
2) Utilize emergency contact list to notify one of the contacts of the situation.
3) Stay with the actual or potential release to ensure it is stopped or contained; do not
leave until instructed to do so.
Effluent Handling Emergency Contact List
Start with the first contact and continue to call until you talk to someone, do not leave message.
Names (in order to be contacted)
Office # Mobile#
1) Riley Pickett 919-658-8946 910-271-8810
Home#
2) Kendall Huffman 252-526-1446
3) Al Linton
4) Kendall Huffman
5) Keith Hall
6) Greg Wulf
910-285-1357 910-271-0361
252 526-1446 252-568-2080
910-285-7003 910-271-8156
910-285-7002 910-271-0994 910-892-1755
Return to the top of the list and start again until someone is contacted.
Production System Emergency Procedure
In the event of a suspected disease outbreak take the following steps in order.
1) Ensure bio-security measures are taken and minimize traffic in and out of farm.
2) Contact your manager and/or your primary contact.
In the event of a power/water failure take the following steps in order.
1) Contact your manager and/or primary contact.
Intervention Levels Sow Herd Size
2400 3800 7200 4400
# of sows off feed in 1 day - >10% in one location ( barn, row, or room
# of aborts in 2 day period - 3 5 7 6
# of aborts in 1 week - 6 10 16 12
Weekly Stillborn%- 10% 10% 10% 10%
Weekly PWM - 20% 20% 20% 20%
Sow Mortality - 10% 10% 10% 10%
Nursery and Finishing - > 1% mortality in any one day

Production Emergency Contact List
Start at the first contact and continue to call until you talk to someone, do not leave message.
Names (in order to be contacted)
Office # Mobile# Home#
1) Riley Pickett 919-658-8946 910-271-8810 910-271-8810
2) Keith Hall 910-285-7003 910-271-8156
3) Jimmy Gainey
4) Greg Wulf
5) Terry Tate
910-296-1800 910-385-4876 919-759-2226
910-285-7002 910-271-0994 910-892-1755
910-285-1352 910-271-1335
Return to the top of the list and start again until someone is contacted.
Emergency Procedure for Fire, Medical, and Property Damage
1) Contact the appropriate personnel using the Safety emergency number contact list.
2) Contact your manager and/or primary contact.
Safety Emergency Contact Numbers
1) Riley Pickett
2) Mike Brown
3) Keith Hall
4) Ambulance
5) Fire Dept
6) Police/Sheriff Dept
7) (Area) Hospital- Kenansville
8) (Area) Clinic - Goshen/Faison
9) Poison Control
10)
Office# Mobile#
919-658-8946 910-271-8810
910-285-7037 910-271-2302
910-285-7003 910-271-8156
911
Home#
911
911
910-296-0941
[phone]
[phone]
Location of main electrical shut off: Generator building
Location of main gas shut off: Tanks beside the load chute
Electric Company:
Account/Meter # :
Tri County EMC Phone # : [phone]

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

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects
Feed storage • Accumulations of feed O 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 areas • Accumulations of animal D Eliminate low areas that trap moisture along fences
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 handling • Accumulations of animal O Remove spillage on a routine basis (e.g.,
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
O Provide for adequate drainage around manure
stockpiles
CI Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and manure
handling areas as needed
Site Specific Practices
For more information contact:
Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC - November 11, 1996, page 2

Swine Farm Waste Management Odor Control Checklist
Source
Farmstead
Cause
• Swine production
Animal body
surfaces
• Dirty manure -covered
animals
BMPs to Minimize Odor
Cie Vegetative or wooded buffers
0/ Recommended best management practices
21fGood judgment and common sense
0/-Dry floors
Site Specific Practices
Floor surfaces
• Wet manure -covered floors
L9 slotted floors
H/ Waterers located over slotted floors
OJFeeders at high end of solid floors
101 Scrape manure buildup from floors
❑ Underfloor ventilation for drying
Manure collection
pits
• Urine
• Partial microbial
decomposition
0 Frequent manure removal by flush, pit recharge,
or scrape
❑ Underfloor ventilation
Ventilation exhaust
fans
• Volatile gases
• Dust
EY Fan maintenance
R'Efficient air movement
Indoor surfaces
• Dust
Ca Washdown between groups of animals
❑ Feed additives
❑ Feeder covers
0 Feed delivery downspout extenders to feeder
covers
Flush tanks
• Agitation of recycled lagoon 0
liquid while tanks are filling ❑
Flush tank covers
Extend fill lines to near bottom of tanks with
anti -siphon vents
Flush alleys
• Agitation during wastewater 0
conveyance
AMOC - November 11, 1996, page 1
Underfloor flush with underfloor ventilation

Swine Farm Waste Management Odor Control Checklist
Source
Pit recharge points
Cause
• Agitation of recycled lagoon
liquid while pits are filling
BMPs to Minimize Odor
O Extend recharge lines to near bottom of pits with
anti -siphon vents
Site Specific Practices
Lift stations
• Agitation during sump tank
filling and drawdown
El Sump tank covers
Outside drain • Agitation during wastewater 0 Box covers
collection or junction conveyance
boxes
End of drainpipes • Agitation during wastewater
at lagoon conveyance
O Extend discharge point of pipes underneath
lagoon liquid level
Lagoon surfaces
• Volatile gas emissions
• Biological mixing
• Agitation
ir-Proper lagoon liquid capacity
Correct lagoon startup procedures
O Minimum surface area -to -volume ratio
21/ Minimum agitation when pumping
O Mechanical aeration
O Proven biological additives
Irrigation sprinkler • High pressure agitation
nozzles
• Wind drift
CirIrrigate on dry days with little or no wind
®' Minimum recommended operating pressure
0/Pump intake near lagoon liquid surface
O Pump from second -stage lagoon
Storage tank or
basin surface
• Partial microbial
decomposition
• Mixing while filling
• Agitation when emptying
AMOC - November 11, 1996, page 2
O Bottom or midlevel loading
O Tank covers
O Basin surface mats of solids
O Proven biological additives or oxidants

Swine Farm Waste Management Odor Control Checklist
Source
Settling basin surface
Cause
• Partial microbial
decomposition
• Mixing while filling
• Agitation when emptying
BMPs to Minimize Odor
❑ Extend drainpipe outlets underneath liquid level
❑ Remove settled solids regularly
Site Specific Practices
Manure, slurry, or
sludge spreader
outlets
• Agitation when spreading
• Volatile gas emissions
❑ Soil injection of slurry/sludges
❑ Wash residual manure from spreader after use
O Proven biological additives or oxidants
Uncovered manure,
slurry, or sludge on
field surfaces
• Volatile gas emissions while
drying
O Soil injection of slurry/sludges
❑ Soil incorporation within 48 hours
❑ Spread in thin uniform layers for rapid drying
❑ Proven biological additives or oxidants
Dead animals • Carcass decomposition
❑ Proper disposition of carcasses
Dead animal disposal • Carcass decomposition
pits
O Complete covering of carcasses in burial pits
O Proper location/construction of disposal pits
Incinerators
• Incomplete combustion
O Secondary stack burners
Standing water
around facilities
• Improper drainage
• Microbial decomposition of
organic matter
Manure tracked onto
public roads from
farm access
• Poorly maintained access
roads
Ca' Grade and landscape such that water drains away
from facilities
[Farm access road maintenance
AMOC - November 11, 1996, page 3

Additional Information:
Swine Manure Management; .0200 Ru1eBMP Packet
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge —Lagoon Treatment; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Flush —Lagoon Treatment; EBAE 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
Controlling Odors from Swine Buildings; PIH-33
Environmental Assurance Program; NPPC Manual
Options for Managing Odor; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings
AMOC - November 11, 1996, page 4
Available From:
NCSU, County Extension Center
NCSU—BAE
NCSU—BAE
NCSU—BAE
NCSU—BAE
NCSU—BAE
NCSU—Swine Extension
N.C. Pork Producers Assoc.
NCSU Agricultural Communications
Florida Cooperative Extension

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.
P imary Secondary Routine Mortality
n n 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.
n n Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B.0200.
® n Rendering at a rendering plant licensed under G.S. 106-168.7.
nn Complete incineration according to 02 NCAC 52C .0102.
n n 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.
n n 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).
n n Any method which, in the professional opinion of the State Veterinarian', would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
n- 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.
gnature of of Farm Owner/Manager
Signature of Technical Specialist
a. -/5"-/y'
Date
-2 —/6—/9
Date

OPERATION & MAINTENANCE PLAN
Proper lagoon management should be a year-round priority. It is especially important to manage
levels so that you do not have problems during extended rainy and wet periods.
Maximum storage capacity should be available in the lagoon for periods when the receiving crop is
dormant (such as wintertime for bermudagrass) or when there are extended rainy spells such as a
thunderstorm season in the summertime. This means that at the first sign of plant growth in the
later winter / early spring, irrigation according to a farm waste management plan should be done
whenever the land in dry enough to receive lagoon liquid. This will make storage space available in
the lagoon for future wet periods. In the late summer / early fall the lagoon should be pumped down
to the low marker (see Figure 2-1) to allow for winter storage. Every effort should be made to
maintain the lagoon close to the minimum liquid level as long as the weather and waste utilization
plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to irrigated does
not leave room for storing excess water during extended wet periods. Overflow from the lagoon for
any reason except a 25-year, 24-hour storm is a violation of state law and subject to penalty action.
The'routine maintenance of a lagoon involves the following:
Maintenance of a vegetative cover for the dam. Fescue or common bermudagrass
are the most common vegetative covers. The vegetation should be fertilized each
year, if needed, to maintain a vigorous stand. The amount of fertilized applied should
be based on a soils test, but in the event that it is not practical to obtain a soils test
each year, the lagoon embankment and surrounding areas should be fertilized with
800 pounds per acre of 10-10-10, or equivalent.
Brush and trees on the embankment must be controlled. This may be done by
mowing, spraying, grazing, chopping, or a combination of these practices. This
should be done at least once a year and possibly twice in years that weather
conditions are favorable for heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter the lagoon
water. Such chemicals could harm the bacteria in the lagoon that are treating the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of the lagoon
and at least monthly and after major rainfall and storm events. Items to be checked should include,
as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes -- look for:
1. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes
M00202041513
2

Lagoon surface -- look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment -- look for:
1. settlement, cracking, or "jug" holes
2. side slope stability -- slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack or vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon dam.
A good stand of vegetation will reduce the potential damage caused by wave action. If
wave action causes serious damage to a lagoon sidewall, baffles in the lagoon may be
used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon has
any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is a
threat of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps -- check for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need of repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that
you are not completely "surprised" by equipment failure. You should perform your
pumping system maintenance at a time when your lagoon is at its low level. This will
allow some safety time should major repairs be required. Having a nearly full lagoon is
not the time to think about switching, repairing, or borrowing pumps. Probably, if your
lagoon is full, your neighbor's lagoon is full also. You should consider maintaining an
inventory of spare parts or pumps.
• Surface water diversion features are designed to carry all surface drainage
waters (such as rainfall runoff, roof drainage, gutter outlets, and parking lot
runoff) away from your lagoon and other waste treatment or storage
structures. The only water that should be coming from your lagoon is that
which comes from your flushing (washing) system pipes and the rainfall that
hits the lagoon directly. You should inspect your diversion system for the
following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height
M00202041514
3

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an overflow problem from a surface water diversion or there may be seepage into
the lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before waste
loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the end of the
pipe to discharge near the bottom of the lagoon during initial filling or another
means of slowing the incoming water to avoid erosion of the lining.
4. When possible, begin loading new lagoons in the spring to maximize bacterial
establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the' amount of 0.25 percent of the full lagoon liquid
volume. This seeding should occur at least two weeks prior to the addition of
wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below 7.0, add
agricultural lime at the rate of 1 pound per 1000 cubic feet of lagoon liquid volume
until the pH rises above 7.0. Optimum lagoon liquid pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate biological
activity. Consultation with a technical specialist is recommended if these
conditions occur for prolonged periods, especially during the warm season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily
are optimum for treatment. Pit recharge systems, in which one or more buildings are
drained and recharged each day, also work well.
4 M00202041515

• Practice water conservation --- minimize building water usage and spillage from
leaking waterers, broken pipes and washdown through proper maintenance and water
conservation.
• Minimize feed wastage and spillage by keeping feeders adjusted. This will reduce the
amount of solids entering the lagoon.
Management:
• Maintain lagoon liquid level between the permanent storage level and the full
temporary storage level.
• Place visible markers or stakes on the lagoon bank to show the minimum liquid level
and the maximum liquid level. (Figure 2-1).
• Start irrigating at the earliest possible date in the spring based on nutrient
requirements and soil moisture so that temporary storage will be maximized for the
'summer thunderstorm season. Similarly, irrigate in the late summer / early fall to
provide maximum lagoon storage for the winter.
• The lagoon liquid level should never be closer than 1 foot to the lowest point of the
dam or embankment.
• Don not pump the lagoon liquid level lower than the permanent storage level unless
you are removing sludge.
• Locate float pump intakes approximately 18 inches underneath the liquid surface and
as far away from the drainpipe inlets as possible.
• Prevent additions of bedding materials, long-stemmed forage or vegetation, molded
feed, plastic syringes, or other foreign materials into the lagoon.
• Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
• Maintain strict vegetation, rodent, and varmint control near lagoon edges.
• Do not allow trees or large bushes to grow on lagoon dam or embankment.
• Remove sludge from the lagoon either when the sludge storage capacity is full or
before it fills 50 percent of the permanent storage volume.
• If animal production is to be terminated, the owner is responsible for obtaining and
implementing a closure plan to eliminate the possibility of a pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:
5
M00202041516

• proper lagoon sizing,
• mechanical solids separation of flushed waste,
• gravity settling of flushed waste solids in an appropriately designed basin, or
• minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
• have more nutrients,
• have more odor, and
• require more land to properly use the nutrients.
Removal techniques:
• Hire a custom applicator.
• Mix the sludge and lagoon liquid with a chopper - agitator impeller pump through large -
bore sprinkler irrigation system onto nearby cropland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; mix
remaining sludge; pump into liquid sludge applicator; haul and spread onto cropland or
forageland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland;
dredge sludge from lagoon with dragline or sludge barge; berm an area beside lagoon
to receive the sludge so that liquids can drain back into lagoon; allow sludge to
dewater; haul and spread with manure spreader onto cropland or forageland; and soil
incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would you? lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and crop
requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage.
Close attention by the pumper or drag -line operator will ensure that the lagoon liner
remains intact. If you see soil material or the. synthetic liner material being disturbed, you
should stop the activity immediately and not resume until you are sure that the sludge can
be removed without liner injury. If the liner is damaged it must be repaired as soon as
possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal content
than liquid. Because of this it should probably be applied to land with low phosphorus and
metal levels, as indicated by a soil test, and incorporated to reduce the chance of erosion.
Note that if the sludge is applied to fields with very high soil -test phosphors, it should be
applied only at rates equal to the crop removal of phosphorus. As with other wastes,
always have your lagoon sludge analyzed for its nutrient value.
The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions which
could increase the concern of neighbors.
6
M00202041517

Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure.
Types of failures include leakage through the bottom or sides, overtopping, and breach of
the dam. Assuming proper design and construction, the owner has the responsibility for
ensuring structure safety. Items which may lead to lagoon failures include:
• Modification of the lagoon structure -- an example is the placement of a pipe in the dam
without proper design and construction. (Consult an expert in lagoon design before
placing any pipes in dams.)
• Lagoon liquid levels -- high levels are a safety risk.
• Failure to inspect and maintain the dam.
• Excess surface water flowing into the lagoon.
• Liner integrity -- protect from inlet pipe scouring, damage during sludge removal, or
rupture from lowering lagoon liquid level below groundwater table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large
discharge of wastewater and possible dam failure.
7
1100202041518

Grower: Triumph Farm
Address: PO Box 1139
Rose Hill NC 28458
County: Duplin
Designed By: KBW
Checked By: DSE
Date:
Sheet 1 of 7
05/27/08
ANAEROBIC
FARM INFORMATION
Nursery:
Wean to Finish:
Finishing:
Farrow to weanling:
Farrow to feeder:
Farrow to finish:
Boars:
Storage Period:
25 Yr. / 24 Hr Storm Event
"Heavy Rain" Factor
Rainfall in Excess of Evaporation
Additional Water Usage:
Additional Drainage Area:
WASTE LAGOON DESIGN
Farm Population:
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape?
Does Operator Want Emergency Spillway?
Was This Design Built Prior to Sept. 1996?
Is Drain Tile Req'd to Lower SHWT?
Seasonal High Water Table Elev:
Freeboard:
Emergency Spillway Flow Depth:
Side Slopes:
Inside Top Length:
Inside Top Width:
Top of Dike Elevation:
Finished Bottom Elevation:
Start Pump Elevation:
Stop Pump Elevation:
(Y/N)
(Y/N)
(Y/N)
(Y/N)
LAGOON VOLUME REQUIRED VOL.
Storm Stor =
Temporary =
Permanent =
Total Volume =
Depth
13.00 Ft.
19.92 In.
49.8 In.
DESIGN VOLUMES
103125 (Cu.Ft.) 104,331 (Cu.Ft.)
351193 (Cu.Ft.) 368,996 (Cu.Ft.)
1043963 (Cu.Ft.) 1,044,818 (Cu.Ft.)
1,498,281 (Cu.Ft.) 1,518,145 (Cu.Ft.)
Min. Required Liner Thickness
Lagoon Surface Area: (Inside TOD)
N
N
Y
N
0
0
0
2411 Hd.
0
0
0
180 Days
7.5 In.
0.0
7.0 In.
0
0
0.00
1.0 Ft.
0
3 :1 (H:V)
750.0 Ft.
220.0 Ft.
45.70 Ft.
32.70 Ft.
44.04 Ft.
41.55 Ft.
REQ'D.
101.17%
105.07%
100.08%
101.33%
1.9 Ft.
165,000 S.F.
Murphy -Brown, LLC Engineering
P.O. Box 856 ,Warsaw, NC 28398
[phone]

Elevation (FT.)
32.70
33.00
34.00
35.00
36.00
37.00
38.00
39.00
40.00
41.00
42.00
43.00
44.00
45.00
45.70
Grower: Triumph Farm
Address: PO Box 1139
Rose Hill NC 28458
County: Duplin
Designed By: KBW
Checked By: DSE
Date: 05/27/08
Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: Cu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Area (SF)
95,424
96,892
101,834
106,848
111,933
117,091
122,320
127,622
132,996
138,441
143,959
149,548
155,210
160,944
165,000
Incr. Vol. (Cu. FT)
28,847
99,363
104,341
109,390
114,512
119,706
124,971
130,309
135,718
141,200
146,754
152,379
158,077
114,080
Cumul. Vol. (Cu. FT)
0
28,847
128,211
232,552
341,942
456,454
576,160
701,131
831,440
967,158
1,108,358
1,255,112
1,407,491
1,565,568
1,679,648
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL 1,498,281 CF
CUMULATIVE VOL.
ZONE VOL. 101.33%
END PUMP = = = =
START PUMP = _
MAX STORAGE =
41.55 FT
44.04 FT
44.70 FT
1,044,818 CF TR'MT
1,413,814 CF TEMP
1,518,145 CF STORM
1,044,818
368,996
104,331
100.08%
105.07%
101.17%
Murphy -Brown, LLC Engineering
P.O. Box 856 ,Warsaw, NC 28398
[phone]

Grower: Triumph Farm
Address: PO Box 1139
Rose Hill NC 28458
County: Duplin
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required
Sludge St
Designed By: KBW
Checked By: DSE
Date: 05/27/08
Sheet 3 of 7
Animal Type Capacity * ALW * (cu.ft.ib) = Total
Nursery
0
30
1.00
0
Wean to Finish
0
115
1.00
0
Finishing
0
135
1.00
0
Farrow to weanling
2,411
433
1.00
1,043,963
Farrow to feeder
0
522
1.00
0
Farrow to finish
0
1,417
1.00
0
Boars
0
400
1.00
0
Total Required Treatment Volume (cu. f .)=
1,043,963
Animal Type Capacity * ALW * (cu.ft./lb) = Total
Nursery
0
30
0.00
0
Wean to Finish
0
115
0.00
0
Finishing
0
135
0.00
0
Farrow to weanling
2,411
433
0.00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
0
1,417
0.00
0
Boars
0
400
0.000
0
Total Required Sludge Storage Volume (cu. ft.)=
Temporary S orage Volume:
Manure Pr
Excess Fr
0
Animal Type Capacity * Sto. Period d./day = Total
,Nursery
0
180
0.30
0
Wean to Finish
0
180
1.17
0
Finishing
0
180
1.37
0
Farrow to weanling
2,411
180
4.39
1,906,972
Farrow to feeder
0
180
5.30
0
Farrow to finish
0
180
14.38
0
Boars
0
180
4.06
0
Total Manure Production (gals.)=
Total Manure Production (cu.ft.)=
1,906,972
254,943
Animal Type Capacity * Sto. Period d./day) = Total
Nursery
0
180
0.20
0
Wean to Finish
0
180
0.00
0
Finishing
0
180
0.90
0
Farrow to weanling
2,411
180
0.00
0
Farrow to feeder
0
180
0.00
0
Farrow to finish
0
180
0.00
0
Boars
0
180
0.00
0
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=
0
0
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398
(9 1 0) 293-3434

Grower: Triumph Farm Designed By: KBW
Address: PO Box 1139 Checked By: DSE
Rose Hill NC 28458 Date: 05/27/08
County: Duplin Sheet 4 of 7
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft
Vol.= (165000 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)=
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr./24Hr. Storm(in) / 12in.lft.
Vol.= (165000 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 25Yr.I24Hr. Storm Event (cu.ft)=
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (165000 sq.ft + 0 sq.ft.) * 0.0 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) =
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
0
Total Required Storm Storage
(25Yr. / 24Hr. Storm + 'Heavy Rain')=
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) =
Total Required Permanent Storage
(Treatment + Sludge) =
TOTAL REQUIRED VOLUME = 1498281 (CU.FT.)
96,250
103,125
103,125 (CU.FT)
351,193 (CU.FT)
1,043,963 (CU.FT)
0
0
Murphy -Brown, LLC Engineering
P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Triumph Farm Designed By: KBW
Address: PO Box 1139 Checked By: DSE
Rose Hill NC 28458 Date: 05/27/08
County: Duplin Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation
Emergency Spillway Crest Elevation
Top of 25Yr. / 24Hr. Storm Storage
Top of "Heavy Rain" Storage
Start Pump Elevation
End Pump Elevation
Top of Sludge Storage
Seasonal High Watertable Elev.
Finished Bottom Elevation
Inside Top Length
Inside Top Width
Side Slopes
Lagoon Surface Area
Min. Liner Thickness (if required)
Freeboard Depth
Temporary Storage Period
Zone Depths:
TOTAL DESIGN VOLUME = 1518145 (CU.FT.)
Treatment / Sludge Storage Zone Depth
Temporary Storage Zone Depth
Freeboard / Storm Storage Zone Depth
Total Lagoon Depth
45.70 FT.
Not AI Applicable
44.70 FT.
Not Applicable
44.04 FT.
41.55 FT.
Not Applicable
0.00
32.70 FT.
750.00 FT.
220.00 FT.
3:1 H:V
165,000 SF
1.9 FT.
1.00 FT.
180 Days
8.8 FT.
2.5 FT.
1.7 FT.
13.0 FT.
Murphy -Brown, LLC Engineering
P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Triumph Farm
Address: PO Box 1139
Rose Hill NC 28458
County: Duplin
ZONE ELEVATIONS
TOP OF DIKE ELEV = 45.70
Designe KBW
Checker DSE
Date: 05/27/08
Sheet 6 of 7
STRT PMP EL.= 44.04
END PMP EL. = 41.55
TOP OF STORM ELEV = 44.70
TOP OF TEMP STORAGE ELEV = 44.04
TOP OF TREAT ELEV = 41.55
FINISHED BOTTOM ELEV = 32.70
SHWT = 0.00
Murphy -Brown, LLC Engineering
P.O. Box 856, Warsaw NC 28398
[phone]

Grower: Triumph Farm Designed By: KBW
Address: PO Box 1139 Checked By: DSE
Rose Hill NC 28458 Date: 05/27/08
County: Duplin Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
NOTE: See attached Waste Utilization Plan
DESIGNED: Z l�livt7
DATE: 572 770 r
COMMENTS:
This design is to show updated start/stop pump elevations. All data was collected
from original lagoon design dated 8/31/1993 and signed by Jimmy Vinson.
TA:-; c%y ✓✓i /agoon NESIgn c or yoke,e. and 4^lino/71-y
roireL7-c„ s cr✓n al cheS no7" SOpereerofD�'ii� or/ j Inc%
crE ('ewily1I..r r%Gtl O/r
Murphy -Brown, LLC Engineering
P.O. Box 856, Warsaw NC 28398
[phone]