820716_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered. Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 82-0716 Certificate Of Coverage Number:
2. Facility Name: Butler Farms
3. Landowner's Name (same as on the Waste Management Plan): Joe E Butler
4. Landowner's Mailing Address: 5331 Five Bridle Rd
City: Clinton State: NC
Telephone Number: 910-564-4076 Ext. E-mail:
5. Facility's Physical Address: 5331 Five Bride Rd
City: Clinton State: NC
6. County where Facility is located: Sampson
7. Farm Manager's Name (if different from Landowner):
g. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"):
10. Operator Name (OIC): dea
11. Lessee's Name (if there is not a Lessee, write "None"):
AWS820716
Zip: 28328
Zip: 28328
N11"hy-Brown LLC
Phone No.: 910-599.9.7%
-fell -407b
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine - Wean to Feeder 5,760
Operation Types:
Swine
Cattle
Dry Poultry
Wean to Finish
Dairy Calf
Non Laying Chickens
Wean to Feeder
Dairy Heifer _
Laying Chickens
Farrow to Finish
Milk Cow
Pullets
Feeder to Finish
Dry Cow
Turkeys
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
OIC #: -Yoe%
Other Types
Horses - Horses
Horses - Other
Sheep- Sheep
Sheep - Other
19? 0 3 201,
��Qus�nY lop
�gona` 04Q�nnsSect

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Director
NORTH CAROLINA
Environmental Quality
February 27, 2019
Joe E Butler
Butler Farms
5331 Five Bridge Rd
Clinton, NC 28328
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available
at httns:Hd2g.nc.gov/about/divisions/water-resources/wateLgualb-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 agglication for
hermit coverage to the Division. Enclosed you will find a "Reouest 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) copy of the Certified Animal Waste Management Plan 1CAWMPI with the
completed and si ned application form. A list of items included in the CAWMP can be found on sage 2 of the renewal
application 'torm.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
L��%1A-�-Q- Q (q
1�1tJ�r1 -7 o -7
Jon Risgaard, Section Chief
1�t✓� �'l/1�� �n�� Animal Feeding Operations and Groundwater Section
G �� `10-T 'yous
Enclosures
cc (w/o enclosures): Fayetteville Regional Office, Water Quality Regional Operations Section
( Sampson County Soil and Water Conservation District
AFOG Section Central Files - AWS820716
Murphy -Brown LLC
Norte Caro is Deoartment Envronreenta seat I D usota of Wstir Rssozr�s
512 N. Sa as•u,� St. I iS34E Va Serves Leiter I Ra e , North Caro r.a 27SRSA.SSS,
R1a.7,U7 a,;00

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
1
0
i
a&>ria
s93no
/4.r zees,
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), st_�ned b�r the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the c tion):
Name: _ �] ��JL �-�[�r h i Title: ©^
Signatu ' Date:
Y-'-X_-LfL
Name:
Signature:
Name:
Title:
Date:
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

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
'Redline"
(Inches)
1
20.40
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.1OC(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed by the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
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]

Nutrient Management Plan For Animal Waste Utilization
This plan has been prepared for:
Joe Butler Pig Nursery
Joe Buter
Clinton, NC
10-03-2011
This plan has been developed by:
Greer Moore
Clear Run Farms Consulting Services
PO Box 338-
Harrells, NC 28444
r
(910)38, ;,6456
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 (manager or producer)
Date
Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources C,ation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By:
Technical Specialist
----------. _._-------
365357 Database Version 3.1
Date
Date Printed: 10-03-2011 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.
S5
Swine Nursery Lagoon Liquid waste generated 1,100,160 gals/year by a 5,760 animal
Swine Nursery Lagoon Liquid operation. This production facility has waste storage
capacities of approximately 0 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
2534
Incorporated
4352
Injected
4792
Irrigated
2754
Max. Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN (lbs) * Applied abs) Deficit (lbs) Applied (Gallons) Deficit (Gallons)
Year 1
2,754
5634
-2,880
2,250,572
-1,150,412
Year 2
2,754
6971
-4,217
2,784,510
-1,684,350
�.. 3 cr) lis ��'- 111AI
` OJ(", — r
7kq-5` /s
eA / 46'
G
/OLO
------------------
1.�
Note:------- In source ID, m
Neans standard source, U means user defined source.
Max. Available PAN is calculated on the basis of the actual application method(s) identified a plan for this source.
207703 Database Version 3.1 Date Printed: 09-25-2012 Source 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
Total Useable
Leaching
Tract
Field
Acres
Acres Index"
Soil Series
Crop Sequence
RYE
9476
F1
3.52
3.52
N/A
Rains
Corn, Grain
125 bu.
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
37 bu.
9476
F10
2.23
2.23
N/A
Rains
Corn, Grain
125 bu.
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
37 bu.
9476
F2
3.30
3.30
N/A
Rains
Corn, Grain
125 bu.
Wheat, Grain
55 bu
Soybeans, Manured, Double Crop
37 bu.
9476
F3
3.10
3.10
N/A
Rains
Corn, Grain
125 bu.
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
37 bu.
9476
F4
2.91
2.91
N/A
Rains
Corn, Grain
125 bu.
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
37 bu_
9476
F5
1.87
1.87
N/A
Rains
Corn, Grain
125 bu.
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
37 bu.
9476
F6
4.23
4.23
N/A
Rains
Corn, Grain
125 bu.
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
37 bu.
9476
F7
4.36
4.36
N/A
Rains
Corn, Grain
125 bu.
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
37 bu.
9476
F8
4.49
4.49
N/A
Rains
Corn, Grain
125 bu.
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
37 bu.
9476
F9
4.62
4.62
N/A
Rains
Corn, Grain
125 bu.
i
I Wheat, Grain
55 bu.
r
Soybeans, Manured, Double Crop
37 bu.
PLAN TOTALS:
..r
34.63
34.63
207703
Database Version 3.1
Date Printed 9/25/2012
PCS Page 1 of 2
NOTE: Symbol * means user entered data.

LI Potential Leaching
[.ow potential to contribute to soluble
2n utrient leaching below the root zone.
>= 2 & moderate potential to contribute to
r— 10 oluble nutrient leaching below the root
ne.
i High potential to contribute to soluble
,nutrient leaching below the root zone.
>10
Technical Guidance
Management (590) should be planned.
rient Management (590) should be planned. Other conservation practices that improve
soils available water holding capacity and improve nutrientuse efficiency should be
sidered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations
3), Long -Term No -Till (778), and edge -of -field practices such as Filter Strips (393) and
arian Forest Buffers (391).
207703 Database Version 3.1 Date Printed 9/25/2012
PCS Page 2 of 2
NOTE: Symbol * means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields 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 utnizatio_n
`I
Tract Field
,ran_ le
Source
ID Soil Series
year
it
Comm.
Fert.
Nutrient
Applied
(Ibs/A)
Res.
(Ibs/A)
Solid
Manure
Applied
(Field)
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(Ibs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
(Ibs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
9476
F1
SS
Rains
3.52
3.52
Corn, Grain
125 bu.
2/15-6130
135
0
20
Irrig.
115
45.94
0.00
161.69
0.00
9476
F1
SS
Rains
3.52
3.52
Wheat, Grain
55 bu.
9/1-4/30
106
0
0
Irrig.
48
19.05
0.00
67.07
0.00
9476
FIO
SS
Rains
2.23
2.23
Corn, Grain
125 bu.
2/15-6/30
135
0
20
Inig.
115
45.94
0.0
102.44
0.00
9476
F10
S5
Rains
2.23
2.23
Wheat, Grain
55 bu.
9/1-4/30
106
0
0
brig.
48
19.05
O.00
42.49
0.00
9476
F2
S5
Rains
3.30
3.30
Corn, Grain
125 bu.
2/15-6/30
135
0
20
Ifrig.
115
45.94
0.0
151.59
0.00
9476
F2
SS
Rains
3.30
3.30
Wheat, Grain
55 bu.
9/14/30
106
0
0
Irrig.
48
19.05
0.00
62.88
0.00
9476
F3
SS
Rains
3.10
3.10
Corn, Grain
125 bu.
2/15-6/30
135
0
20
Ircig.
115
45.94
0.0
142.40
0.00
9476
F3
I SS
Rains
3.1D
3.10
Wheat, Grain
55 bu.
9/14/30
106
0
0
brig.
48
19.05
0.00
59.07
0.00
9476
F4
1 SS
Rains
2.91
2.91
Corn, Grain
125 bu.
2/15-6/30
135
0
20
Irrig.
115
45.94
OX
133.67
0.00
9476
F4
I SS
Rains
2.91
2.91
Wheat, Grain
55 bu.
9/1-4/30
106
0
0
brig.
48
19.05
0.00
55.45
0.00
9476
FS
I S5
Rains
1.87
1.87
Corn, Grain
125 bu.
2115-6130
135
0
20
Irrig.
1 115
45.94
0.00
85.90
0.00
9476
F5
S5
Rains
1.87
1.87
Wheat, Grain
55 bu.
9114/30
106
0
0
Irrig.
48
19.05
0.00
35.63
0.00
9476
F6
S5
Rains
4.23
4.23
Corn, Grain
125 bu.
2/15-6/30
135
0
20
Irrig.
115
45.94
0.00
194.31
0.00
9476
F6
S5
Rains
4.23
4.23
Wheat, Grain
55 bu.
9/1-4/30
106
0
0
Iaig.
48
19.05
0.00
80.60
0.0
9476
F7
SS
Rains
4.36
4.36
Corn, Grain
125 bu.
2/15-6/30
135
0
20
]frig.
115
45.94
0.00
200.28
0.00
9476
F7
SS
Rains
4.36
4.36
Wheat, Grain
55 bu.
9/1-4/30
106
0
0
Irrig.
48
19.05
0.00
83.07
0.00
207703 Database Version 3.1 Date Printed; 9/25/2012 WUT Page 1 of 4

Waste Utilf in Table
_ ear 1
Tract
1 Field
Source
ID
Soil Series I
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
Nutrient
Applied
(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
9476
1 F8
SS
Rains
4.49
4.49
Corn, Grain
125 bu.
2/15-6/30
135
0
20
Irrig.
115
45.94
0.00
206.25
0.00
9476
1 F8
S5
Rains
4.49
4.49
Wheat, Grain
55 bu.
9/14/30
106
0
0
Irrig.
48
19.05
0.00
85.55
0.00
9476
F9
S5
Rains
4.62
4.62
Com, Grain
125 bu.
2/15-6/30
135
0
20
brig.
115
45.94
0.00
212.22
0.00
9476
F9
S5
Rains
4.62
4.62
Wheat, Grain
55 bu.
9/1-4/30
106
0
0
Irrig.
T4819.05
0.00
89.03
0.00
Total Applied, 1000 gallons
2,250.57
Total Produced, 1000 gallons
1,100.16
Balance, 1000 gallons
-1,150.41
Total Applied, tons
0.00
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.
207703 Database Version 3.1 Date Printed: 9/25/2012 WUT Page 2 of 4

Waste Utilf .,n Table ( ear 2
Tract
Field
Source
ID
Soil Series
Total
Acres 1
Use.
Acres
Crop
RYE
Applic.
Period
itrogen
PA
Nutrient
Req'd
(lbs/A)
Canm.
Fert.
Nutrient
Applied
(Ibs/A)
Res.
(Ibs/A)
Applic,
Method
Manure
PA
Nutrient
Applied
(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
9476
Fl
SS
Rains
3.52
3.52
Wheat, Grain
55 bu.
9/1.4130
106
0
0
Irrig.
58
23.29
0.00
81.97
0.00
9476
Fl
SS
Rains
3.52
3.52
Soybeans, Manured, Double Crop
37 bu.
4/1-9/15
143
0
0
Irrig.
143
57.12
0.00
201.06
0.00
9476
F10
S5
Rains
2.23
2.23
Wheat, Grain
55 bu.
9/1-4130
106
0
0
Irrig.
58
23.291
0.00
51.93
0.00
9476
F10
S5
Rains
2.23
2.23
Soybeans, Manured, Double Crop
37 bu,
4/1-9/15
143
0
0
Irrig.
143
57.12
0.00
127.38
0.00
9476
F2
SS
Rains
3.30
3.30
Wheat, Grain
55 bu.
9/14/30
106
0
0
brig.
58
23.29
0.00
76.85
0.00
9476
F2
S5
Rains
3.30
3.30
Soybeans, Manured, Double Crop
37 bu.
4/1-9/15
143
0
0
Irrig.
143
57.12
0.00
188.50
0.00
9476
F3
S5
Rains
3.10
3.10
Wheat, Grain
55 bu.
9/14/30
106
0
0
brig.
58
23.29
0.00
72.19
0.00
9476
F3
S5
Rains
3.10
3.10
Soybeans, Manured, Double Crop
37 bu.
4/1-9/15
143
0
0
Irrig.
143
57.12
0.00
177.07
0.00
9476
F4
S5
Rains
2.91
2.91
Wheat, Grain
55 bu.
9/1.4/30
106
0
0
Irrig.
58
23.29
0.00
67.17110.00
9476
F4
S5
Rains
2.91
2,91
Soybeans, Manured, Double Crop
37 bu.
4/1-9/15
143
0
0
Irrig.
143
57.12
0.00
166.22
0.00
9476
F5
S5
Rains
1.87
1.87
Wheat, Grain
55 bu.
9/14/30
106
0
0
brig.
58
23.29
0.00
43.55
0.00
9476
F5
S5
Rains
1.87
1.87
Soybeans, Manured, Double Crop
37 bu.
4/1-9/15
143
0
0
Irrig.
143
57.12
0.00
106.82
0.00
9476
F6
S5
Rains
4.23
4.23
Wheat, Grain
55 bu.
9/1-4/30
106
0
0
brig.
58
23.29
0.00
98.51
0.0
9476
F6
S5
Rains
4.23
4.23
Soybeans, Manured, Double Crop
37 bu.
4/1-9/15
143
0
0
Irrig.
143
57.12
0.00
241.62
0.00
9476
F7
SS
Rains
4.36
4.36
Wheat, Grain
55 bu.
9/14/30
106
0
0
brig.
58
23.29
0.00
101.53
0.00
9476
F7
S5
Rains
4.36
4.36
Soybeans, Manured, Double Crop
37 bu.
4/1-9/15
143
0
0
brig.
143
57.12
0.00
249.04
0.00
9476
F8
S5
Rains
4.49
4.49
Wheat, Grain
55 bu.
9/14/30
106
0
0
Irrig.
58
23.29
0.00
104.56
0.00
9476
F8
S5
Rains
4.49
4.49
Soybeans, Manured, Double Crop
37 bu.
4/1-9/15
143
0
0
Irrig.
143
57.12
0.00
256,47
0.00
9476
F9
I SS
Rains
4,62
4.62
Wheat, Grain
55 bu.
9/14/30
106
0
0
Irrig.
58
23.29
0.00
107.59
0.00
9476
F9
SS
Rains
4.62
4.62
Soybeans, Manured, Double Crop
37 bu.
4/1-9/15
143
0
0
Irrig.
143
57.12
0.00
263.90
0.00
207703 Database Version 3.1 Date Printed: 9/25/2012 WUT Page 3 of 4

Waste Utid )n Table
t 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
Nutrient
Applied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
tons
N
N
N
N
1000
gal/A
Tons
1000 gals
Total Applied,
1000 gallons
2,784.51
Total Produced, 1000 gallons
1,100.16
Balance, 1000 gallons
-1,684.35
Total Applied, tons
0.00
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.
207703 Database Version 3.1 Date Printed: 9/25/2012 WUT Page 4 of 4

The Lrigation 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)
0.40
Application Amount
(inches)
9476
F1
Rains
1.0
9476
F 10
Rains
0.40
1.0
9476
F2
Rains
0.40
1.0
9476
F3
Rains
0.40
1.0
9476
F4
Rains
0.40
1.0
9476
F5
Rains
0.40
1.0
9476
F6
Rains
0.40
1.0
9476
F7
Rains
0.40
1.0
9476
F8
Rains
0.40
1.0
9476
F9
Rains
0.40
1.0
207703 Database Version 3.1 Date Printed 9/25/2012 IAF Page 1 of 1
NOTE: Symbol * means user entered data.

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.
Source Name
Start Date
Plan Year I Month I Available Storage Capacity (Days) *
* Available Storage Capacity is calculated as of the end of each month.
Date Printed: 09-25-2012 Capacity 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 betaken 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
Maximum Maximum Sludge
Crop PA-N Rate Application Rate Minimum Acres Minimum Acres Minimum Acres
lb/ac 1000 gaUac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Nursery Lagoon Sludge - Standard
Corn 120 bu 150 13.16 14.66 29.32 43.98
Hay 6 ton RY.E. 1 3001 26.321 7.331 14.661 21.99
soybean 40 bu I 1601 14.041 13,741 27.491 41.23
207703 Database Version 3.1 Date Printed: 09-25-2012 Sludge Page 1 of 1

Crop Notes
The following crop note applies to field(s): F1, F10, F2, F3, F4, F5, F6, F7, F8, F9
Corn 1: CP, Mineral Soil, low -leachable
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2 deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when
planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-301bs/acre N and 20-301bs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): F1, F10, F2, F3, F4, F5, F6, F7, F8, F9
Wheat: Coastal Plain, Mineral Soil, low -leachable
In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2" deep 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. Adequate depth control when planting the wheat 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 total N is dependent on the soil type. Plant
samples can be analyzed during the growing season to monitor the nutrient status of the wheat. Timely
management of diseases, insects and weeds are essential for profitable wheat production.
._,- 207703 Database Version 3.1 Date Printed: 09-25-2012 Crop Note Page 1 of 2

The following crop note applies to field(s): Fl, F10, F2, F3, F4, F5, F6, F7, F8, F9
Double -Crop Soybeans, Coastal Plain: Mineral Soil, low -leachable
Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. 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.
Plant 24 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Timely management of
weeds and insects is essential for profitable double crop soybean production.
207703 Database Version 3.1 Date Printed: 09-25-2012 Crop Note Page 2 of 2

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 disldng 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).
207703 Database Version 3.1 Date Printed: 9/25/2012 Specification Pap-e 1

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.
S. 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.
RECENED;j4c —.,0JDWR
:APR 0 3 Z019
VllSWOUality
s [anal orations Se6o
207703 Database Version 3.1 Date Printed: 9/25/2012 Specification Page 2

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 ¢agoon 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.
-------------------------------------------------------------------------------------------------------------------------------------------------------
207703 Database Version 3.1 Date Printed: 9/25/2012 Specification Pape 3

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.
207703 Database Version 3.1 Date Printed: 9/25/2012 Specification Page 4

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Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Farmstead o Swine production _ VVeegetative or wooded buffers
CaR commended best management practices
Good judgment and common sense
Animal body o Dirty manure -covered Dry floors
surfaces animals
Floor surfaces o Wet manure -covered floors Slotted floors
C3Y'W erers located over slotted floors
f I Feeders at high end of solid floors
Manure collection
Pits
0
Sc manure buildup from floors
DUnderfloor ventilation for drying
Urine requent manure removal by flush, pit recharge,
Partial microbial osgape
decomposition A Underfloor ventilation
Ventilation exhaust • Volatile gases PVT.aruriaintennnrP
fans
Indoor surfaces
Dust
air movement
o Dust Washdown between groups of animals
13'eed additives
0 F r covers
Feed delivery downspout extenders to feeder
covers
Flush tanks o Agitation of recycled lagoon Cl I! l tank covers
liquid while tanks are filling - Extend fill lines to near bottom of tanks with
anti -siphon vents

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor
Flush alleys • Agitation durin wastewater Site Specific Practices
g underfloor flush with underfloor ventilation
conveyance
Pit recharge points • Agitation of recycled lagoon' yextend recharge dines to near bottom of pits with
liquid while pits are filling anti-siplion vents,
Lift stations • Agitation during sump tank p Sump tank covers
filling and drawdown
Outside drain • Agitation during wastewater p Box covers
collection or conveyance
junction boxes
Lnd of drainpipes • Agitation during wastewater Lxtend discharge point of pipes underneath
at lagoon conveyance
I a goon liquid level
Lagoon surfaces • Volatile gas emissions -
Proper lagoon liquid capacity
• Biological mixing ;'�M
' Co ct lagoon startup procedures
• Agitation
/inimum surface area -to -volume ratio
�" N1i ' gum agitation when pumping
Mechanical aeration
Irrigation sprinkler
nozzles
CI Proven biological additives
� r"aJugq-,.ugnu«un
Wind drift
—' te on dry days with little or no wind recommended operating pressure
t'1 1'timp intake near lagoon liquid surface g q face
0 Pump from second -stage lagoon

Source
1-1
v aaMJl.
Swine Farm Waste Management Odor Control Checklist
aa.-111,11 Ill« i roony maintained access
public roads from roads
farm access
BMPs to Minimize Odor
Farm access road maintenance
Additional Information:
Swine Manure Management; .0200 RuleIBMP Packet —
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Street
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; 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; PRO 107, 1995 Conference Proceedings
g
Site Specific Pr
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

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects
Site Specific Practices
Liquid Systems
Flush gutters • Accumulation of solids 0 Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed
D Remove bridging of accumulated solids at
Lagoons and pits • Crusted solids IrMaintain 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 2Maintain 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
a5c umulation of decaying wastage
O' Clean up spillage on a routine basis (e,g., 7- to 10
day interval during summer; 15- to 30-day interval
during winter)

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
Feed storage • Accumulations of feed Reduce moisture accumulation within and around
residues immediate perimeter of feed storage areas by
ensuring drainage is away from site and/or
providing adequate containment (e.g., covered bin
for brewer's grain and similar high moisture grain
products)
O Inspect for and remove or break up accumulated
s ids in filter strips around feed storage as needed
Animal holding • Accumulations of animal Eliminate low areas that trap moisture along fences
areas wastes and feed wastage and other locations where waste accumulates and
diourbance by animals is minimal
Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e., inspect for and remove or break up
accumulated solids as needed)
Dry manure + Accumulations of animal O 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
O Provide for adequate drainage around manure
stockpiles
O Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and manure
handling areas as needed
For more information contact:
Cooperative Extension Service, Department of Entomology, Box 7613, Nortli Carolina State University, Ralcigh, NC 27695-761.3.

EMERGENCY ACTION PLAN x
PHONE NUMBERS 910 0 433 3300
DWQ
EMERGENCY MANAGEMENT SYSTEM Gj {) _
SWCD I/,A-SSz- 74G
NRCS 4lg-S4z- 24e, y
'= This plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or running off site. You should not wait until wastes reach surface waters or
-leave your property to. consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible location for
4 all employees at the facility. The following are some action stems you should take.
1. Stop the release of wastes. Depending on the situation, this may or may not be
possible. Suggested responses to some possible problems are listed below.
A. Lagoon overflow— possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
C. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field —actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers —actions include:
a. Stop recycle pump
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators —actions include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
December 18, 1996

0 e. Repair all leaks prior to restarting pumps.
E. Leakage from base or side%vall of lagoon. Often this is seepage as opposed to
flowing leaks —possible actions:
a. Dig a small sump or ditch away from the einbankment to catch all seepage,
put in a submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off of the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
:,'
A. During normal business hours, call your DWQ (Division of Water Quality)
regional office; Phone q10-4j14-tsg1After hours, emergency number: 1-800-858-0368.
Your phone call should include: your name, facility, telephone number, the details
of the incident from item 2 above, the exact location of the facility, the location or
direction of movement of the spill, weather and wind conditions, the corrective
measures that have been undertaken, and the seriousness of the situation.
b. If spill leaves the property or enters surface waters, call local EMS phone number-
tl
c. Instruct EMS to contact local Health Department.
d. Contact CES, phone number , local SWCD office phone number J/v-S4 ?,R6X
and local NRCS office for advice/technical assistance; phone number iro-tga- ?.,"
d. If none of the above works call 911 or the Sheriff's Department and explain your
problem to them and ask that person to contact the proper_ agencies for you.
5. Contact the contractor of your choice to begin repair of problem to minimize off -site
damage.
a. Contractor's Name: `"M 4 /1/i IICe`t r-
b. Contractor's Address: Wfi„}t -Ode eA. Rd
c. Contractor's Phone: QLo- 56K-G44 r4
2 December 18, 1996

6. Contact the technical specialist who certified the lagoon ,(MRCS, Consulting
Engineer, etc.) -
a. Name: 3 c•, e , Sell
b. Phone: v _
7. 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.
3 December 18, 1996

Version —November 26, 2018
Mortality Management Methods Sa-7/(O
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106403). The bottom of the burial pit should beat least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
.� Rendering at a rendering plant licensed under G.S. 106-168.7.
0 Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from'NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
❑ Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an` NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS. Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm Owner/Manager
Signature of Technical Specialist
Date
3- �.S -//
Date

nOperator: Joe Butler County: Sampson Da. — 04/09/96
Distance to nearest residence (other than owner): 2100.0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
x
1417 lbs. =
0 lbs
0 sows (farrow to feeder)
x
522 lbs. =
0 lbs
0 head (finishing only)
x
135 lbs. =
0 lbs
0 sows (farrow to wean)
x
433 lbs. =
0 lbs
5760 head (wean to feeder)
x
30 lbs. =
172800 lbs
Describe other:
0
Total Average Live Weight = 172800 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 172800 lbs. ALW x Treatment Volume(CF)/Ib. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 172800 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)------------------ 300.0
Inside top width (feet)--- ----- 131.0
Top of dike elevation (feet) -------- 50.5
Bottom of lagoon elevation (feet)---------- 38.5
Freeboard (feet) -------- 1.0
Side slopes (inside lagoon)--------------- 3.0 :1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 294.0 125.0 11.0
AREA OF TOP
LENGTH * WIDTH
294.0 125.0
AREA OF BOTTOM
LENGTH * WIDTH =
228.0 59.0
36750 (AREA OF TOP)
13452 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
261.0 92.0 96048 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
36750.0 96048.0 13452.0 1.8
Total Designed Volume Available = 268125 CU. FT.

S. TEMPORARY STORAGE R. .JIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
300.0 131.0 39300.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 39300.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 172800 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 315648 gals. or 42198.9 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 22925.0 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot' DA
Volume = 24562.5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 42199 cubic feet
5B. 0 cubic feet
56. 22925 cubic feet
5D. 24563 cubic feet
TOTAL 89686 cubic feet
6. SUMMARY
Temporary storage period====================>
Rainfall in excess of evaporation===========>
25 year - 24 hour rainfall==================>
Freeboard===================================>
Side slopes=================================>
Inside top length__________________________''
Inside top width============================'
Top of dike elevation======================='
Bottom of lagoon elevation==================>
Total required volume=======================>
Actual design volume========================>
Seasonal high watertable elevation (SHWT)===>
Stop pumping
Must be > or = to the SHWT elev.==========>
Must be > or = to min. req. treatment el.=>
Required minimum treatment volume===========>
Volume at stop pumping elevation============>
Start pumping
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
Volume at start pumping elevation===========>
Required volume to be pumped================>
Actual volume planned to be pumped==========>
Min. thickness of soil liner when required==>
7. DESIGNED BY
a e- APPROVED BY:
DATE: /� DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
I f• s
180 days
7.0 inches
7.5 inche
1.0 feet
3.0 : 1
300.0 feet
131.0, feet
50.5 feet
38.5 feet
262486 cu. ft.
268125 cu.ft.
44.6 feet
46.8 feet
44.6 feet
44.5 feet
172800 cu.ft.
177827 cu.ft.
48.8 feet
243563 cu.ft.
243012 cu.ft.
65124 cu.ft.
65184 cu.ft.
1.8 feet

-,HEFT 1 OF 2
OPERATIC. +ND MAINTENANCE PLAN
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
`f 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 112 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level reaches the
elevation 48.8 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 46.8 . This temporary
storage, less 25 yr- 24 hr storm, contains 65124 cubic feet or
487127 gallons.

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

OPERATION & MAINTENANCE PLAN
management should be a year-round priority, It is especially
n-=wc: a.n►t ZO mt_- _ levels so that you do not have problems during extended rainy and
Maximum, stogy -age 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 the thunderstorm season in the summertime. This means
that at the zrst signs of plant growth in the later winter/early spring, irrigation according to
a farm waste mana#etnent plan should be done whenever the land is dry enough to
receive lagoon liquad, This will make storage space available in the lagoon for future wet
pahods, in the lam; summer/early fall the lagoon should be pumped down to the low
maker (see Figure -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
irrigate does not leave rooin for storing excess water during extended wet periods.
Overflow from t m, lagoon for any reason except a 25-year, 24-hour storm is a violation of
state law and sib oc, to penalty action.
The routine mzda,;enznce of a lagoon involves the following;
Maintenance of a vegetative cover for the dam,
Fescue or common bermudagrass are the most common vegetative
ccvers, The vegetation should be fertilized each year, if needed, to
maintain a vigorous stand. The amount of fertilizer applied should be
based on a soils test, but in the event that it is not practical to obtain
a soils test each year, the lagoon embankment and surrounding areas
should be fertilized with 800 pounds per acre of 10-10-10, or
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,
I. separation of joints
2, oracks or breaks
3, accumulation of salts or minerals
4® overall condition of pipes

s,agoon surface ---look for:
undesirable vegetative growth
floating or lodged debris
`;�mba-iklment --- look for:
settlement, cracking, or "jug" holes
side slope stability ---slumps or bulges
wet or damp areas on the back slope
erosion due to lack of vegetation or as a result of wave action
rodent damage
lagoons may be subject to liner damage due to wave action caused by strong
These ,raves can erode the lagoon sidewalls, thereby weakening the lagoon dam.
A good send of vegetation will reduce the potential damage caused by wave action. If
wave action causem serious damage to a lagoon sidewall, baffles in the lagoon may be
use, to reduoe the wave impacts,
Any of these featured 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 expel s. Any digging into a lagoon dam with heavy equipment is a serious
underal king with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert,
b'ra<nsfer Pumps ---check for proper operation of:
recycling pumps
irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or ;rinding
noise, or a large amount of vibration, may indicate that the pump is in need or repair or
replacement.
NOTB, Pumping systems should be inspected and operated frequently enough so that you
are not completely "surprised" by equipment failure. You should perform your pumping
system maintenance at a time when your lagoon is at its low level. This will allow some
safety time should major repairs be required. Having a nearly full lagoon is not the time
to think about switching, repairing , or borrowing pumps. Probably, if your lagoon is full,
your neighbor's lagoon is full also. You should consider maintaining an inventory of spare
parts or pumps.
Surface water diversion features are designed to carry all surface
drainage waters (such as rainfall runoff, roof drainage, gutter outlets,
and parking lot runoff) away from your lagoon and other waste
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, adcquatc vegetation
2. diversion capacity
3, ridge berm height

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immedaat ly following a heavy rain. If technical assistance is needed to
determine pro.per solutions, consult with appropriate experts.
You should re",rd 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 pumpin ). 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 inflow problem from a surface water diversion or there may be seepage into the
lagoon from the surrounding land.
Lagoon Operation
Startup:
Im ► ediately after construction establish a complete sod cover on bare soil
u faces to avoid erosion.
2, bill 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 flexibl1pe 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
worming swine lagoon in the amount of 0.25 percent of the full lagoon
liquid volume, This seeding should occour at least two weeks prior to the
addition of wastewater.
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 S, 0.
i, A dart; color, lack of bubbling, and excessive odor signals inadequate
biological activity, Consultation with a technical specialist is recommended
4 riconditions occur for prolonged periods, especially during the warm
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
opamurn for treatment, Pit recharge systems, in which one or more buildings are drained
and recharged each day, also work well.

practice ..­ conservation ---minimize building water usage and
spill' -Ago from leaking waterers, broken pipes and washdown through
proper maintenance and water conservation.
= wastage and spillage by keeping feeders adjusted. This
- amount of solids entering the lagoon
Management
Maintain lagoon liquid level between the permanent storage level and
the dell t-Mporary storage level.
Flaoe visible markers or stakes on the lagoon bank to show the
Minimum liquid level and the maximum liquid lever (Figure 2-1),
SUEM irrigating at the earliest possible date in the spring based on
, utr"ent requirements and soil moisture so that temporary storage
will be maximized for the summer thunderstorm season. Similarly,
in the late summer/early fall to provide maximum lagoon
for the winter.
liquid level should never be closer than 1 foot to the lowest
point of the dam or embankment,
Do not pump the lagoon liquid level lower that the permanent storage
level unless you are removing sludge,
oc-a`f! float pump intakes approximately 18 inches underneath the liquid
s;; and as far away from the drainpipe inlets as possible.
Prevent additions of bedding materials, long-stemmed forage or vegetation,
- feed, plastic syringes, or other foreign materials into the Iagoon.
Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
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 buildup can be reduced by.

proper lagoon sizing,
mechanical s<alids separation of flushed waste,
gzavity settling of flushed waste solids in an appropriately designed basin, or
8drdmizin9 feed wastage and spillage,
'-n s:u�g,- i ��s removed annually rather than stored long term will;
z=:Ve -�jore
~0r
re more Vot to properly use the nutrients.
Removal rec:.:G c
e -•—.. -_ "-G'r•-. applioator,
MI ;.he sludge and lagoon liquid with a chopper -agitator impeller
Pump through large -bore sprinkler irrigation system onto nearby cropland;
and soil incorporate,
D water the upi}er part of lagoon by irrigation onto nearby cropland or
he rQa�iand; mix rrnaining sludge; pump into liquid sludge applicator; haul
ar,d spread onto cropland or forageland; and soil incorporate,
Dewater the upper part of lagoon by irrigation onto nearby cropland or
foragels.nd; dredge sludge from lagoon with dragline or sludge barge; berm
vn 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 the method, you must have the sludge material analyzed for waste
cOrstituents iu;'; as you would your lagoon water, The sludge will contain different
nutrient a&-dmetal values from the liquid, The application of the sludge to fields will be
limited dy these, nutrients as well as any previous waste applications to that field and crop
iecsuirZrr,nt, Waste application rates will be discussed in detail in Chapter 3,
Wnen 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 bee soil material or the synthetic liner material being disturbed, you should
stop the activity irm-nediately and not resume until you are sure that the sludge can be
rwmcvad withou': liner ;injury. U the liner is damaged it must be repaired as soon as
Sludge remove' 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. Dote that if the sludge is applied to fields with very high soil -test phosphores, it
should be applied only at rates equal to the crop removal of phosphorus. As with other
wastes, always have your lagoon sludge analyzed for its nutrient 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 concern of neighbors.

rossible Oau3;,� of lagoon x
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 Ls e dam without proper design and construction. (Consult an expert in
lagoon design before placing any pipes in dams.)
4 Lagoon liquid levels ---high levels are a safety risk.
Failure to inspect and maintain the dam,
Excess surface water flowing into the lagoon,
,diner integrity ---protect from inlet pipe scouring, damage during sludge
removal, or rupture from lowering lagoon liquid level below groundwater
table.
NOTE; If lagoon waxer 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.