820715_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 nuke any necessary corrections below.
Application oust be signed and dated by the Peranittee.
1. Farm Number: 82-0715 Certificate Of Coverage Number: AWS820715
2. Facility Name: Carroll's Farm # 2096
3. Landowner's Name (same as on the Waste Management Plan): Murphy -Brown LLC
4. Landowner's Mailing Address: PO Box 856
City: Warsaw State: NC Zip: 28398-0856
Telephone Number: 910-293-3434 Ext. E-mail: kraigwesterbeek(tDmurphvbrownllc com
5. Facility's Physical Address: 1144 Hayne Stretch Rd
City: Autrvville State:
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): Clifton Daniel Tyndall
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type
Swine - Feeder to Finish
Operation Types:
Swine
Cattle
Wean to Finish
Dairy Calf
Wean to Feeder
Dairy Heifer
Farrow to Finish
Milk Cow
Feeder to Finish
Dry Cow
Farrow to Wean
Beef Stocker Calf
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Gilts
Other
Other
NC
David C Nordin
910-293-5330 Ext.
Murphy -Brown LLC
Phone No.: 910-385-6151
Allowable Count
14,080
Zip: 28318
OIC #: 989946
Dry Poultry
Other Types
Non Laying Chickens
Horses - Horses
Laying Chickens
Horses - Other
Pullets
Sheep - Sheep
Turkeys
Sheep- Other
Turkey Pullet
Wet Poultry
Non Laying Pullet
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 Feel)
Design Freeboard
'Redline"
(Inches)
2096A
1993- 9�tY
la
a-(Ol &N
30o1WO
36.v 3"o--
2096B
993 l99
C\
a j) 0-1 S4
3 tic) PC"'3D
4 9e 6d
A
26.00
B
26.00
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.IOC(d) to the address below.
The CAWMP must include the following components:
I. 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]

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: Title:, t\@._I
Signature: Date: 3 ' 2 O — \C 1
Name:
Title:
Signature:
Date:
Name:
Title:
Signature:
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: 2019PermitRenewal®ncdenr.gov
FORM: RENEWAL -STATE GENERAL 02/2019

Murphy -Brown, LLC 1/29/2018 2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
NUTRIENT UTILIZATION PLAN
Grower(s): Murphy Brown, LLC dba Smithfield Hog Prod.
Farm Name: Farm 2096; AWS820715
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Wean to Finish
Feeder to Finish
Gilts
Boars
Storage Period: >180 days
Application Method: Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen.
Either of these conditions may result in runoff to surface waters which is not allowed
under DWR regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1of11

This plan is based on the waste application method shown above. If you choose to change
methods in the future, you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. In some cases you may want to have plant analysis made, which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, ft', tons, etc.):
Capacity(Apacity Waste Produced per Animal Total
Farrow to Wean
3203 galtyr
galtyr
Farrow to Feeder
3861 gal/yr
gal/yr
Farrow to Finish
10478 gaVyr
galtyr
Wean to Feeder
191 gaVyr
galtyr
Wean to Finish
776 gaVyr
galtyr
14080
Feeder to Finish
927 gaVyr
13,052,160 gaVyr
Gilts
1015 gaVyr
gal/yr
Boars
2959 gaVyr,
gal r
Total 13,052,160 galtyr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
Capacity —Type Nitrogen Produced Eer Animal Total
Farrow to Wean
3.84 Ibs/yr
Ibs/yr
Farrow to Feeder
6.95 Ibs/yr
Ibs/yr
Farrow to Finish
18.86 lbs/yr
Ibs/yr
Wean to Feeder
0.34 Ibs/yr
Ibs/yr
Wean to Finish
1.4 Ibs/yr
Ibs/yr
14080
Feeder to Finish
1.67 Ibs/yr
23,514 Ibs/yr
Gifts
1.83 Ibs/yr
Ibs/yr
Boars
5.33 Ibs/yr
Ibs r
Total 23,514 Ibstyr
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage: 212.07
Total N Required 1st Year: 45480.77
Total N Required 2nd Year: 37611.56
Average Annual Nitrogen Requirement of Crops: 41,546.17
Total Nitrogen Produced by Farm: 23,513.60
Nitrogen Balance for Crops: (18,032.57)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility_ This chart describes the size,
soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2 of 11

Reception Area Specifications Year 1 of a 2 year crop rota Non
Tract Field Irrigated Soil 1st Crop Time to tat Crop tat Crop Lbs WAc Lbs N Total lbs N
Acreage I Tyne Code Aeely Yield Ibs WUnit Residual /Ac Utilized
2nd Crop Time to 2nd Crop 2nd Crop Lbs N/Ac Lbs N Total Ibs N
Code Yield Ibs N/UnN Residual /Ac Utilized
Total
Lbs N/Ac
Total lbs N
Wilted
T891
T891
T891
T891
T891
T891
T891
T891
T891
Test
T891
T891
T891
T891
T891
T891
T891
T891
Test
T881
T891
T891
T891
T891
T891
T891
T891
T891
T891
T891
T891
T891
T891
T891
T891
I 1A
I 16
1C
1D
?A
2B
2C
2D
3A
38
3C
3D
4A
4B
4C
4D
5
6
7A
]B
]C
8A
88
8C
9
9C
Subt
Sub2
Sub3
Sub4
Subs
Sub6
Sub?
§-U
Subs
1 6.00
1 3.18
6.00
3.13
3.38
2.02
3.31
2.08
3.08
3.02
3.02
5.01
3.61
5.31
3.09
4.23
9.71
11.65
8.85
8.85
8.70
8.87
8.87
4.17
5.97
1 3.34
3.38
2.72
4.22
3.31
8.47
14.62
14.32
16.20
5.76
1 LY
1 Au
L
Au
L
LY
L
L
Re
Re
Re
Ra
Ln
Re
Ln
Re
Ln
Au
All
Au
All
a
CeB
Au
Re
1 Re
LY
L
Re
Re
Ln
All
All
caB
Re
D
D
D
D
D
D
D
D
D
D
D
D
D
D
0
D
D
BU
B
B
B
B
B
B
D
D
D
D
D
D
D
BU
B
B
D
IFebl5-Junel
Fab"-' lie
FL7SJuna
FeD75Jur1e
Febl5Jun
Feb16Juna
Febl5June
FebtSJuna
FeblSJune
Febl SJun
Febl5Jun
Fabt5June
Feb16Jurre
FaD15-June
Fabi SJuns
FabiSJuna
FeD75JSune
Mamhe
MmGISe
Merrh-Set
MarchSept
March -Sep t
MerchS t
March t
Fe015Jun
Feb15-Juml
Feb15June
Fab7SJune
Feb15June
Febl5,Junel
Febl5Juna
March -Sept
MerrhS t
March�Sepl
Feb15Jun
84.00
102.00
84.00
702.00
84.OD
84.00
84.00
84.00
i50.W
150.00
150.00
150.00
150.00
150.00
t50.00
150.00
150.W
5.50
5.50
5.50
5.50
5.40
3.40
5.50
150.00
150.00
84.00
84.00
150.00
150.00
150.00
5.50
5.50
3AO
150.00
0.95
1.02
0.95
1.02
0.95
0.96
0.95
0.95
0.80
0.90
0.90
0.90
0.90
0.90
0.9D
0.90
0.80
32.73
36.75
36.75
36J5
37.50
37.50
36.75
0.90
0.90
0.95
0.95
0.90
0.90
0.90
32.73
36.75
37.50
0.90
1 15
15
15
15
15
15
15
15
15
15
75
15
1 15
15
15
1 15
15
15
15
15
15
15
15
15
15
64.80
89.04
64.80
89.04
64.80
64.80
64.80
64.80
120.W
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
180.02
202.13
202.13
202.13
127.50
127.50
202.13
120.00
120.00
64.80
64.80
120.00
120.00
120.00
180.02
202.13
127.50
120.00
388.80
283.15
388.80
278.70
217.73
130.90
214.49
134.78
369.60
459.60
362.40
601.20
433.20
637.20
370.80
507.60
1165.20
2097.17
1788.61
1788.81
1758.49
1758.49
1130.93
842.86
716.40
400.80
219.02
176.26
5D6.40
397.20 1
1016.40
2631.82
2894.43
2065.50
691.20
N
N
N
N
N
N
N
N
N
N
N
N
1 N
N
N
N
N
K
K
K
K
K
K
K
N
N
N
N
1 N
N
N
L
K
K
N
Se fit 35.00
Sept -AM 45.W
Se I 35.W
Se -A 'I 45.00
Se '1 35.W
S t '1 35.00
Sept-AM]'35.W
Se - 1 35.00
Sept -April 55.00
S - nl 55.W
Se nl $5.00
Se - '1 55.00
Se nl 55.W
Sa nl 55.W
Se nl 55.00
'1 55.00
t nl 55.W
- ra 1.W
Sept -April 1.00
t 'I 1.00
SB I 1.00
Se dl 1.00
Sept -April 1.00
Sept -April 1.00
Set 55.00
Sept"55.W
nl 35.00
t N 36.00
Se r8 55.00
Se t-A nl 55.00
Se - 'l 55.W
Sept -April 1.00
Se dl 1.W
nl 1.0050.00
Se nl 55.00
2.09
2.32
2.09
2.32
2.09
2.09
2.09
2.09
1.93
1.93
1.93
1.93
1.93
7.93
1.93
1.93
1.93
SO.W
50.00
50.00
60.00
50.W
SO 00
50.00
1.93
1.93
2.09
2.09
1.93
1.93
1.93
50.00
50.00
1.93
1
1
1
1
i 73.15
104.40
73.15
104.40
73.15
73.15
73.15
73.t5
106.15
106.15
1W.15
706.15
106.15
108.15
106.15
108.15
106.15
50.00
50.W
50.00
50.00
50.00
50.00
50.W
106.15
106.15
73.15
73.15
106.15
106.15
106.15
50.00
50.00
50.00
106.15
438.90
331.99
438.90
326.77
245. 88
147.76
242.13
152.15
326.94
406.55
320.57
531.81
383.20
563.66
328.W
449.01
1030.72
582.50
442.50
442.50
435.00
435.00
443.50
208.50
633.72
354.54
247.25
198.97
447.95
351.36
899.09
731.00
716. 00
810.00
611.42
137. 55
193.44
137.95
993.44
137.95
137.95
137.95
137.95
226.15
226.15
226.15
225.15
226.15
226.15
226.15
226.15
226.15
230.02
252.13
252.13
252.13
252.13
177.50
252. 33
226.15
226.15
137.95
137.95
226.15
226.15 1
226.15
230.02
252.13
177.50
226.15
827.70
615.14
827.70
605.47
463.51
278.66
456.61
286.84
696.54
W6.15
682.97
1133.01
816.40
1200.86
1 698.80
956.61
2195.92
2679.67
2231.31
2231.31
2193.49
2193.49
1574A3
1051.36
1350.12
755.34
466.27
375.22
954.35
748.56
1915.49
3362.82
3610A3
2875.50
1302.62
L.�77
Tobls: 212.07 29825-12 15655.06
3(a) a111

Reception Area Specifications year2 of 2 year crop rotation
Tract Field Irrigated Soil let Crop Time to 1st Crop 1st Crop Lbs N/Ac Lbs N Total lbs N 2nd Crop Time to 2nd Crop 2nd Crop Lbs N/Ac Lips N Total Ibe N Total I Total lba N
Acreage T e Code Apply Yield lips N/Unit Residual /Ac Utilized Code A I Yield Ibs N/Unit Residual /Ac Utilized Lbs N/Ae Utilized
TB91
T897
to
1B
1C
6.00
3.78
6.00
L
Au
L
Au
L
L
O
O
O
O
O
O
O
O
O
O
0
0
D
O
O
0
O
BU
B
B
B
B
B
B
0
O
O
O
O
0
O
BU
A I -Se t15 22.00
ISa 5 25.00
t15 22.00
Apnl-Se t15 25.00
'I -Se 15 22.00
'I-$e 5 22.00
'4S8 [15 22.00
'FSe t15 22.00
,,-Septl5l 37.00
A NI-Sa 5 37.00
'45e t15 37.00
nlSe 15 37.00
MSO 5 39.00
i45e t15 37.00
ri4S 15 39.00
nFS 75 37.00
ilSe 5 39.00
MarohSe 5.50
MarchSe 5.50
March -Sept 5.50
March-Sa 5.50
March -Sept 5.50
Marph-Se 3.40
MarchSe 5.60
Apnl-Sept15 37.00
A 4Sept15 37.00
n4Se t5 22.00
Apnl-Sept15 22.00
Apn45e 15 37.00
AprllSept15 37.00
nlSe 15 39.00
March -Se 5.50
MemhSe 5.50
3.40
37.00
3.8t
3.98
3.91
3.98
3.91
3.91
3.91
3.91
3.87
3.87
3.87
3.87
3.87
3.87
3.87
3.87
3.87
32.73
36.75
36.75
36.75
36.75
37.50
36.75
3.87
3.87
3.91
3.91
3.87
3.87
3.87
32.73
36.75
37.50
3.8]
86.02
99.50
86.02
99.50
06.02
86.02
86.02
86.02
143.19
143.t9
143.19
143A9
150.93
143.19
150.93
143.19
150.93
180.02
202.13
1 202.13
202.13
202A3
127.50
202.13
143.19
143.19
86.02
86.02
1---
143.19
150.93
180.02
202.13
127.50
743.19
516.12
316.41
516.12
311.44
289.03
173.76
284.73
178.92
"1.03
548.42
432.43
717.38
544.86
760.1
466.37
805.69
t465.53
209Z17
1788.81
1788.81
1758.49
1758.49
1130.93
642.86
854.84
478.25
290.75
233.9]
604.2fi
473.%
1278.38
263t.82
2894. 33
2065.50
824J7
K
K
K
K
K
K
K
K
K
K
Se - 'I
Sept -April
Se nl
- nl
Se - r0
Se I
Se 'I
Se -A ril
Se -A dl
Se - 2
1
1
1
t
t
1
1
1
t
1
50
50
50
50
50
W
so
50
50
50
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
50.00
50.00
50.00
50.00
1 50.00
50.00
50.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
50.00
50.00
50.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
582.50
44250
442.50
435.00
435.00
043.50
208.50
0.00
0.00
0.00
0.00
0.00
0.00
0.00
731.00
716.00
810.00
0.00
86.02
99.50
86.02
99.50
86.02
%.02
86.02
86 U2
143.19
143.19
143.19
743.19
750.93
143.19
150.93
143.19
150.93
230.02
252.13
252.13
252.13
252.13
177.50
252.13
143.19
143.19
86.02
86.02
143.19
143.19
750.93
230.02
25213
177.50
143.19
St6.12
16.41
516.12
311.44
289.03
173.76
284.]3
178.92
441.03
54I.42
432.43
717.38
717.38
760.34
466.37
605.69
1465. 33
2679.67
2231.31
2231.31
31
2231.49
2193.49
15]a.49
1051.36
854.84
478.25
290.75
233.97
604.26
473.%
7278.30
3362.82
3610.43
2875.50
824.77
T891
T891
T891
1D
2A
3.13
3.38
2.02
TB91
26
T891
2C
3.31
L
T891
T897
T891
T891
T891
2D
3A
38
3C
3D
M
2.08
3.68
3.83
3.02
5.01
3.61
5.37
L
R.
Re
Re
Ra
Ln
Re
Ln
Re
Ln
Au
Au
Au
Au
Au
CaB
Au
Ra
Re
L
Ly
Ra
Ra
Ln
Au
CallMarchSe
ReApri4Sapt75
T891
T891
48
Test
T891
T891
T89t
T891
T891
T891
Test
T891
T891
T891
T897
T891
T891
T891
T891
T891
T897
T897
T887
T891
4C
4D
5
6
7A
7B
7C
BA
88
eC
9
9C
Subi
Sub2
Sub3
sum
Subs
Subs
Sub?
Su06
Sub9
3.09
4.23
9.71
8.85
1.85
8.85
6.70
8.70
B.B7
4.17
5.97
3.34
3.38
2.72
4.22
3.31
8.47
74.62
16.20
5.7fi
14.32gAuM
Row
Crop Options
T891
an
Mart5-Au 40.00
1.9477.60
0.00
Marl60.00
1.67
100.20
0.00
Marls- 30.00
1.78
53.40
0.00
Mar15-Au 60.00
1.67
100.20
0.00
Sept -April 1.00
30.00
30.00
0.00
�37611
Totals: 212.07 32265.00 5248.50
3(b) of 11

This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care
should be exercised not to let small grain reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will definitely interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code
Crop
Description -Harvested As
A
Barley
Grain Crop
B
Grazed Hybrid Bermudagrass
Pasture/Grazed
C
Hybrid Bermudagrass Hay
Hay
B/C
Comb. Hybrid Bermudagrass
Graze/Hay Combination
D
Corn - Grain
Grain Crop
E
Corn - Silage
Silage
F
Cotton
Cotton Lint
G
Grazed Fescue
Pasture/Grazed
H
Fescue Hay
Hay
I
Oats
Grain Crop
J
Rye
Grain Crop
K
Grazed Overseed
Pasture/Grazed (Seeded in Bermudagrass)
L
Overseed Hay
Hay (Seeded in Bermudagrass)
M
Grain Sorghum
Grain Crop
N
Wheat
Grain Crop
O
Soybean
Grain Crop
P
Pine Trees
Pine Trees
S
Small Grain
Grain Crop/ Hay (After Grain Crop)
CC
Cover Crop
Not Harvested; Bumed/Disked In
SWG
Swithgrass
Biomass Crop
BD
Bermudagrass/Crabgrass Mix
Pasture/Grazed
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated,
and perimeter areas
not receiving full application rates
due to equipment limitations. Actual total acres in the fields
listed may, and most likely will
be, more than the acres shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
4of11

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications
PAN/ r/animal Farm Totallyr
Farrow to Wean
0.8
Farrow to Feeder
0.96
Farrow to Finish
3.9
Wean to Feeder
0.07
Wean to Finish
0.27
14080 Feeder to Finish
0.34 4787.2
Gilts
0.39
Boars
0.55
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 4787.2 pounds of plant available nitrogen per year and will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
If you remove the sludge every 5 years, you will have approximately 23936 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 79 acreas of land. If you apply the sludge
to com at a rate of 125 pounds per acre, you will need 191.488 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
APPLICATION OF WASTE BY IRRIGATION:
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil
structure, soil texture, water droplet size, and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
'This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for>180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
5 of 11

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Soil Application Rate Application Amount
type Crop inlhr `inches
iaa-i
1A
Ly
D
0.65
T891
1B
Au
D
0.35
T891
1C
Ly
D
0.65
T891
1 D
Au
D
0.35
T891
2A
Ly
D
0.65
T891
2B
Ly
D
0.65
T891
2C
Ly
D
0.65
T891
2D
Ly
D
0.65
T891
3A
Re
D
0.4
T891
3B
Re
D
0.4
T891
3C
Re
D
0.4
T891
3D
Re
D
0.4
T891
4A
Ln
D
0.5
T891
4B
Re
D
0.4
T891
4C
Ln
D
0.5
T891
4D
Re
D
0.4
T891
5
Ln
D
0.5
T891
6
Au
BU
0.35
T891
7A
Au
B
0.35
T891
7B
Au
B
0.35
T891
7C
Au
B
0.35
T891
8A
Au
B
0.35
T891
8B
C28
B
0.4
T891
8C
Au
B
0.35
T891
9
Re
D
0.4
T891
9C
Re
D
0.4
T891
Sub1
Ly
D
0.65
T891
Sub2
Ly
D
0.65
T891
Sub3
Re
D
0.4
T891
Sub4
Re
D
0.4
T891
Sub5
Ln
D
0.5
T891
Sub6
Au
BU
0.35
T891
Sub7
Au
B
0.35
T891
Sub8
CaB
B
0.4
T891
Sub9
Re
D
0.4
6of11

Additional Comments:
This NUP has been revised to reflect the following crop changes: pull 6 and
Sub 6 from switchgrass to bermudagrass/crabgrass mix grazed and pulls
7A-8C from hay/graze combination bermuda rass to grazed bermuda rass
All other parameters remained the same.
Production and application rates reflect the current rates as listed on the
NCSU Nutrient Management website.
7of11

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: Farm 2096; AWS820715
Owner: Murphy Brown, LLC dba Smithfield Hog Prod.
Manager:
Owner/Manager Agreement:
I/we understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. I/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWR before the new
animals are stocked.
I/we understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWR upon request.
Name of Facility Owner: Murphy Brown, LLC dba Smithfield Hog Prod.
Name of Manager (if different from owner):
Signature:
Name of Technical Specialist:
Affiliation:
Address:
Telephone:
Signature:
8of11
ir

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
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 property 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 Utilization Plan
when there is a change in the operation, increase in the number of animals, method of
application, recieving 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 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.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
9 of 11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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 than 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 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.
10 of 11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
17 A protective cover of appropriate vegetation will be established on all disturbed areas (lagoon
embankments, berms, pipe runs, etc.). Areas shall be fenced, as necessary, to protect the
vegetation. Vegetation such as trees, shrubs, and other woody species, etc., are limited to areas
where considered appropriate. Lagoon areas should be kept mowed and accessible. Berms and
structures should be inspected regularly for evidence of erosion, leakage, or discharge.
18 If animal production at the facility is to be suspended or terminated, the owner is responsible for
obtaining and implementing a "closure plan" which will eliminate the possibility of an illegal
discharge, pollution and erosion.
19 Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular basis to
prevent breakdowns, leaks and spills. A regular maintenance checklist should be kept on site.
20 Animal waste can be used in a rotation that includes vegetables and other crops for direct human
consumption. However, if animal waste is used on crops for direct human consumption, it should
only be applied pre -plant with no further applications of animal waste during the crop season.
21 Highly visible markers shall be installed to mark the top and bottom elevations of the temporary
storage (pumping volume) of all waste treatment lagoons. Pumping shall be managed to
maintain the liquid level between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
22 Waste shall be tested within 60 days of utilization and soil shall be tested at least annually at crop
sites where waste products are applied. Nitrogen shall be the rate -determining nutrient, unless
other restrictions require waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the soil 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 a
minimum of five years.
23 Dead animals will be disposed of in a manner that meets North Carolina regulations.
11 of 11

Farm 2096
Subfield $ Acres
AWS820715 Sub 1 3.38
Scole: 1"-600' Sub 2 2.72
Sub 3 4.22
Sub 4 3.31
Sub 5 8.47
Sub 6 14.62
Sub 7 14.32
Sub 8 16.20
Sub 9 5.76
T TAL 73.00
N x
xA zc 4
m
IA iC
ro
Is
H,
H.. S B
La9een
Wra
/lee' eMela n,� 9 9C
•/ICC' aeb
Log.. H9
Kw
)A
Hydrant A Acres
e 00
IB 3.18
1 C 6.00
1D 3.13
2A 3.36
2B 2.02
is 2C 3.31
ll 2D 2.08
8° 3A 3.08
3B 3.83
3c 3.02
3D 5.01
O 4A 3.61
e 48 5.31
4C 3.09
4D 4,23
5 9.71
6 11.65
7A 8.85
�G�O qqjjr'78 8.85
{'. q`f 7C 8.70
. a ` A 8A 8.70
' ,� 8B 8.87
8C 4.17
9 5.97
o0D29N a d� 9C 3.34
Sir,TOTAL 139.07
Revised 4/18/2016

m
'\6
mmw

Address: PO Box 856
Warsaw, NC 28398
FARM INFORMATION
Nursery:
Wean to Finish:
Finishing:
Farrow to weanling:
Farrow to feeder:
Farrow to finish:
Boars:
Storage Period:
100 Yr. / 24 Hr Storm Event
"Heavy Rain" Factor
Rainfall in Excess of Evaporation
Additional Water Usage:
Additional Drainage Area:
Checked By: DSE
Date: 12/17/08
Sheet 1 of 7
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape?
(Y/N)------------
Does Operator Want Emergency Spillway?
REQUIREDII M!
Was This Design Built Prior to Sept. 1996?
(YIN) ------------
Is Drain Tile Req'd to Lower SHWT?
(Y/N)------------
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:
LAGOON VOLUME . REQUIRED VOL,
Storm Stor =
Temporary =
Permanent =
350000 (Cu.Ft.)
599647 (Cu.Ft.)
1188000 (Cu.Ft.)
,137,647 (Cu.Ft.)
Depth
11.90 Ft.
30.36 In.
64.8 In.
DESIGN VOLUMES
362,332 (Cu.Ft.)
782,604 (Cu.Ft.)
1,572,719 (Cu.Ft.)
2,707,654 (Cu.Ft.)
1/2 Treatment Volume = 594,000 (Cu.Ft.)
1/2 Treatment Volume Elevation = 46.34 Ft.
90 Temporary Storage Volume Elevation = 50.41 Ft.
Min. Required Liner Thickness
Lagoon Surface Area: (Inside TOD) ----------------------
N
N
N
N
0
0
7040 Hd.
0
0
0
0
180 Days
7.0 In.
7.0 In.
8.4 In.
0
0
oc60 4"q, //
1.0 Ft.
0.3 Ft.
3 :1 (H:V)
800.0 Ft.
375.0 Ft.
54.07 Ft.
42.17 Ft.
51.54 Ft.
48.67 Ft.
% REQ'D.
100.67%
130.51%
132.38%
_......
126.67%
92.72 In.
43.94 In.
1.6 Ft.
300,000 S.F.
Murphy -Brown, LLC Engineering P.O. Box 856,Warsaw, NC 28398 [phone]

Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/17/08
County: Sampson Sheet 2 of 7
ACTUAL DESIGN
VOLUME CALCULATIONS
BASE VOLUME:
Cu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.)
Area SF
Incr. Vol. (Cu. FTC
Cumul. Vol. (Cu. FT)
42.17
221,203
0
43.00
226,368
185,742
185,742
44.00
232,657
229,513
415,255
45.00
239,018
235,838
651,092
46.00
245,451
242,235
893,327
47.00
261,966
248,703
1,142,030
48.00
258,533
255,244
1,397,275
49.00
265,182
261,857
1,659,132
50.00
271,903
268,542
1,927,674
51.00
278,696
275,299
2,202,974
52.00
285,561
282,128
2,485,102
53.00
292,498
289,029
2,774,131
54.00
299,507
296,002
3,070,133
54.07
300,000
20,983
3,091,116
These volumes were calculated using the vertical average end area method
TOTAL REQD VOL 2,137,647
CF
CUMULATIVE
VOL.
ZONE VOL
END PUMP = = = = 48.67
FT
1,572,719 CF
TR'MT
1,572,719
START PUMP = =; 51.54
FT
2,355,323 CF
TEMP
782,604
MAX STORAGE = 52.77
FT
2,707,654 CF
STORM
352,332
132.3E
130.51
100.67
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw, NO 28396 [phone]

vw,y, Address: Box 856 iou oy.
Checked By:
Warsaw,
Warsaw, NC 28398 CountDate:
y: Sampson Sheet 4 of 7
r%bVV
DSE
12/17/08
Temporary Storage Volume: (Cont 1
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) " Rainfall / 12in./ft
Vol.= (300000 sq.ft. + O sq.ft.) ' 8 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)=
210,000
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) " 100Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (300000 sq.ft + 0 sq.ft-) " 7.0 in. 112 in./ft.
Total Required Volume for t00Yr./24Hr. Storm Event (cu.ft)=
175,000
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (300000 sq.ft + 0 sq.ft.) ' 7.0 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu,ft.) =
(for Extended Periods of Chronic Rainfall)
175,000
Additional Water Storage:
No Additional Water Storage is Required
Total Required Storm Storage
(100Yr. / 24Hr. Storm +'Heavy Rain')= 350,000 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) = 599,647 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 1,188,000 (CU.FT)
TOTAL REQUIRED VOLUME = 2137647 (CU.FT.)

Grower: 20963A Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Dale: 12/17/08
County: Sampson Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation ----------------
54.07
FT.
Emergency Spillway Crest Elevation -----
52.77
FT.
Top of 100Yr. /24Hr. Storm Storage - ---------------_-
52.77
FT.
Top of "Heavy Rain" Storage -------------------
52.16
FT.
Start Pump Elevation ---..--
51.54
FT.
End Pump Elevation -- ------ ---------
48.67
FT.
Top of Sludge Storage ------ ------ -- ----
43.23
FT,
Seasonal High Watertable Elev.- ---- ------------
0.00
Finished Bottom Elevation ------- -------- - ---
42.17
FT.
Inside Top Length ....... --------------
800.00
FT.
Inside Top Width
375.00
FT,
Side Slopes ------ - --- ----
3:1
H:V
Lagoon Surface Area
300,000
SF
Min. Liner Thickness (if required) ----------------
1.6
FT.
Freeboard Depth --- ------ ------------
1.00
FT.
Temporary Storage Period --- ..-.---. ---
180
Days
Zone Depths:
TOTAL DESIGN VOLUME = 2707654 (CU.FT.)
Treatment / Sludge Storage Zone Depth ----------- 6.5 FT.
Temporary Storage Zone Depth 2.9 FT,
Freeboard / Storm Storage Zone Depth -- - ----- 2.5 FT.
Total Lagoon Depth - 11.9 FT.

Grower: 20963A Designe KBW
Address: PO Box 856 Checker DSE
Warsaw, NC 28398 Date: 12/17/08
County: Samoson Sheet 6 of 7
STRT PMP EL.= 51.54
END PMP EL. = 48.67
ZONE ELEVATIONS
TOP OF DIKE ELEV = 54.07
TOP OF STORM ELEV = 52.77
TOP OF HEAVY RAIN ELEV = 52.16
TOP OF TEMP STORAGE ELEV = 51.54
TOP OF TREAT ELEV = 48.67
TOP OF SLUDGE ELEV = 43.23
FINISHED BOTTOM ELEV = 42.17
NC 28398
/ 1
SHWT = 0.00

Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/17/08
County: Sampson Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
jA n ma Type Capacity ALW cu.ft./Ib) = otal
Nursery
0
30
1.00
0
Wean to Finish
0
115
1.00
0
Finishing
135
1.00
950.400
_
Farrow to weanling
_ _7.040
0
433
0.67
0
Farrow to feeder
0
522
0.67
0
Farrow to finish
0
1,417
1.00
0
Boars
0
400
0.50
0
Total Required Treatment Volume (cu. ft.)= 950,400
Sludge Storage Volume:
[Animal Type ----�a-paaly --TEW " (cu.ft /16j = Total
Nursery
0
30
0.25
0
Wean to Finish
0
115
0.25
_
0
Finishing
7,040
135
_
0.25
237,600
Farrow to weeding
0
433
617
0
Farrow to feeder
Farrow to finish
-- -..
Boars
0
0
-- ---0 -
522
1,417
-- -- —
400
_
0.17
0.25
--_...-
0.125
0
0
0- - ---
Total Required Sludge Storage Volume (cu. ft.)=
Temporary Storage Volume:
Manure Production:
an to Finish
0
180
1,17
shine
- ------
7,, 040
--.
180
...
1.40
row to weanling
_-----
0
180
--__ '180----------4.50
4.30
--
row to feeder
---- - - _0
row to finish
0
180
13.50
irs
0
180
4.00
Total Manure Production (gals.)=
Total Manure Production (cu.ft.)=
Excess Fresh Water:
IIAnimalTvoe Capacity ` Ste.Period d /dav) =Total
237.600
0
1;�ia,oeo
—0
0
0
1,774,080
237,176
------- ------
Wean to Finish
----_.------._
0
__.--.
180
6.77
-_.
0
Finishing
7,040
180
0.90
1,140,480
Farrow to weanling
0
180
2.90
3.50
0
0
_
Farrow to feeder
0
180
- -
-- -- - - -
Farrow to finish
-
0
--.-.
180
_ __
9.50
2.70
0
0
Boars
0
180
Total Fresh Water Excess (gals.)-- 1,140,480
Total Fresh Water Excess (cu.fl 152.471

Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/17/08
County: Sampson 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 in August, 2003.
Emergency Spillway:
An Emergency Spillway Is required due to design guidelines.
```�uunlllli
NOTE: See attached Waste Utilization Plan "
De �c)y tasi ,l•., i2
DESIGNED: i✓;wu:i�1 1 �_ 02';99.1 -
��l/1111II\1
COMMENTS:
This design is update of start and stop pump elevations and to show the 1/2
treatment volume level for sludge storage. This design does not supercede the
original certification of the farm.
Murphy -Brown,

Grower: 20963B Designed y: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/17/08
r County: Sampson Sheet 1 of 7
FARM INFORMATION
Farm Population:
Nursery ---------------------
0
Wean to Finish: --------- -- -----
--
0
Finishing: --------------
7040
Hd.
Farrow to weanling:--------
- --
0
Farrow to feeder: ---•--- -------
---
0
Farrow to finish: - -- ----------------
0
Boars: -----------------
---
0
Storage Period: ------- - --- ---
----
180
Days
100 Yr. / 24 Hr Storm Event -------------------
7.0
In.
"Heavy Rain" Factor
7.0
In.
Rainfall in Excess of Evaporation --------------
8.4
In.
Additional Water Usage: --- - ----------
--
0
Additional Drainage Area: -------------------
0
LAGOON INFORMATION
Is Lagoon Deslgned as an Irregular Shape?
(Y/N)------------
N
Does Operator Want Emergency Spillway?
REQUIREDIIIIIII
N
Was This Design Built Prior to Sept. 1996?
(Y/N)------------
N
Is Drain Tile Req'd to Lower SHWT?
(Y/N)------------
N
Seasonal High Water Table Elev:-----------------
0.00
Freeboard: ------- ----------
1.0
Ft.
Emergency Spillway Flow Depth:
0.3
Ft.
Side Slopes:
-
3
:1 (H:V)
Inside Top Length:
800.0
Ft.
Inside Top Width:
375.0
Ft.
Top of Dike Elevation: - - ----
Depth
54.07
Ft.
Finished Bottom Elevation:
11.90 Ft.
42.17
Ft.
Start Pump Elevation: ------------
30.36 In.
61.54
Ft.
Stop Pump Elevation: - --
64.8 In.
48.67
Ft.
LAGOON VOLUME
REQUIRED VOL.
DESIGN VOLUMES
% REQ'D.
Storm Stor =
350000
(Cu.Ft.)
352,332
(Cu.Ft.)
100.67%
Temporary=
599647
(Cu.Ft.)
782,604
(Cu.Ft.)
130.51%
Permanent=
1188000
(Cu.Ft.)
1,572,719
(Cu.Ft.)
132.38%
Total Volume =
2,137,647
(Cu,Ft.)
2,707,654
(Cu.Ft.)
126.67%
1/2 Treatment Volume = 594,000 (Cuff.)
1/2 Treatment Volume Elevation = 46.34 Ft.
90 Temporary Storage Volume Elevation = 60.41 Ft.
Min. Required Liner Thickness --- -- ----- -------
Lagoon Surface Area: (inside TOD)-------------------
92.72 In.
43.94 In.
1.6 Ft.
300,000 S.F.
Murphy -Brown, LLC Engineering P.O. Box 866,Warsaw, NC 28398 [phone]

Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/17/08
Sheet 2 of 7
ACTUAL DESIGN
VOLUME CALCULATIONS
BASE VOLUME:
Cu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.)
Area SF
Incr. Vol. (Cu. FT)
Cumul. Vol. (Cu, FT)
42.17
221,203
0
43.00
226,368
185,742
185,742
44.00
232,657
229,513
415,255
45.00
239,018
235,838
651,092
46.00
245,451
242,235
893,327
47.00
251,956
248,703
1,142,030
48.00
258,533
265,244
1,397,275
49.00
265.182
261,857
1,659,132
50.00
271,903
268,542
1,927,674
51.00
278,696
275,299
2,202,974
52.00
285,561
282,128
2,485,102
53.00
292,498
289,029
2,774,131
54.00
299,507
296,002
3,070,133
54.07
300,000
20,983
3.091,116
These volumes were calculated using the vertical average end area method
TOTAL READ VOL 2,137,647
CF
CUMULATIVE
VOL.
ZONE VOL.
126.67%
END PUMP = = = = 48.67
FT
1,572,719 CF
TR'MT
1,572,719
132.38%
START PUMP = =: 51.54
FT
2,355,323 CF
TEMP
782,604
130.51%
MAX STORAGE = 52.77
FT
2,707,654 CF
STORM
3522332
100.67%
Murphy -Brown, LLC Engineering P.O. Box 855,Warsaw, NC 28398 [phone]

VIVWOI. 4VOw0 ✓OORJIIOV Y. I\Vv•
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/17118
County: Sampson Sheet 3 of 7
MINIMUM REQUIRED_ VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
lAnimal Type Capacity ALW (cu.ft./lb) = Total
Nursery
0
30
1.00
0
Wean to Finish
0
116
1.00
0
Finishing
7.040
135
1.00
950,400
Farrow to weanling
0
433
0.67
0
Farrow to feeder
0
522
0.67
0
Farrow to finish
0
1,417
1.00
0
Boars
0
400
0.50
0
Total Required Treatment Volume (cu. ft.)= 950,400
Sludge Storage Volume:
Animal Type Capacity ALW�" (cu.fl.lb _= Total
Nursery
0
30
_ 0.25
0
Wean to Finish
0
115
0.25
0
Finishing
7,040
135
0.25
237,600
Farrow to weanling
0
433
_
0.17
0
Farrow to feeder
0
522
0.17
0
Farrow to finish
_
0
1,417
0.25
0
Boars
0
400
_
0.125
0
Total Required Sludge Storage Volume (cu. ft.)=
Temporary Storage Volume:
Manure Production:
Wean to Finish
0
180
1.17
Finishing
7,040
0
180
180
1.40
Farrow to weanling_
_ 4.30
Farrow to feeder
_
0
180
4.50
Farrow to finish
Boars
0
0
180
13.50
4.00
180
Total Manure Production (gals.)=
Total Manure Production (cu.fl.)=
Excess Fresh Water:
237,600
0
-p
1,774,080
0
I
237,176
Animal Type Capacity Sto. Period d./day) = Total
Nursery
0
180
0.20
0
Wean to Finish
0
180
0.77
0
1,140,480
Finishing
7,040
180
0.90
Farrow to weanling
0
180
2.90
0
Farrow to feeder
0
_
180
3.50
0
Farrow to finish
0
180
9.50
0
Boars
0
180
2.70
0
Total Fresh Water Excess (gals.)= 1,140,480
Total Fresh Water Excess (cu.ft.)= 152,471

Address: PO Box 856
Warsaw, NC 28398
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Checked By; DSE
Date: 12/17/08
Sheet 4 of 7
Vol.=(Lagoon Surface Area + Additional Drainage Area) ' Rainfall / 12in./ft
Vol.= (300000 sq.ft. + 0 sq.ft.) * 8 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 210,000
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * t00Y0241-1r. Storm(in) / 12in./ft.
Vol.= (300000 sq.ft + 0 sq.ft.) * 7.0 in. /12 in./ft.
Total Required Volume for 100Yr./24Hr. Storm Event (cu.ft)= 175,000
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) ' "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (300000 sq.ft + 0 sq.ft.) * 7.0 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) = 175,000
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
Total Required Storm Storage
(100Yr. / 241-1r. 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 = 2137647 (CU.FT.)
ig
350,000 (CU.FT)
599,647 (CU.FT)
1,188,000 (CU.FT)

Address: PO Box 856 Checked By: DSE
Warsaw, INC 28398 Date: 12/17/08
County: Sampson Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation ------ ------- - -----
54.07
FT.
Emergency Spillway Crest Elevation --.- ------------
52.77
FT.
Top of 11 / 241 Storm Storage -----..--- ----------
52.77
FT.
Top of "Heavy Rain" Storage ---- ------ - -------
52.16
FT.
Start Pump Elevation -------------------
51.54
FT,
End Pump Elevation -------------------
48.67
FT.
Top of Sludge Storage --------------------
43.23
FT.
Seasonal High Watertable Elev. ----..............
0.00
Finished Bottom Elevation -------- --.-- ----
42.17
FT.
Inside Top Length ---- -------------
800.00
FT.
Inside Top Width --------- - ---------
375.00
FT.
Side Slopes .......... .------ .._
3:1
H:V
Lagoon Surface Area ---- ........ --.-
300.000
SF
Min. Liner Thickness (if required) --- - .--------_
1.6
FT.
Freeboard Depth ---
1.00
FT.
Temporary Storage Period ----------------
180
Days
TOTAL DESIGN VOLUME = 2707654 (CU.FT,)
Zone Depths:
Treatment / Sludge Storage Zone Depth -----------
6,5
FT.
Temporary Storage Zone Depth - ... -
2.9
FT,
Freeboard / Storm Storage Zone Depth -----------
2.5
FT.
Total Lagoon Depth -
11.9
FT.

Grower: 20963B
Designe KB�v
Address: PO Box 856
Checkec DSE
Warsaw, NC 28398
Date: 12/17/08
County: Sampson
Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV = 54.07
A
TOP OF STORM ELEV = 52.77 \
! i 1
TOP OF HEAVY RAIN ELEV = 52.16 /
STRT PMP EL.= 51.54 TOP OF TEMP STORAGE ELEV = 51.54 /
/
END PMP EL. = 48.67 TOP OF TREAT ELEV = 48.67 SHWT = 0.00
TOP OF SLUDGE ELEV = 43.23
FINISHED BOTTOM ELEV = 42.17
Murphy -Brown, LLC Engineering P.O. Box 856. Warsaw NC 28398 [phone]

Grower: 20963E
Address: PO Box 856
Warsaw, NC 28398
County: Sampson
Designed By: KBW
Checked By: DSE
Date: 12/17/08
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 in August, 2003.
Emergency Spillway:
An Emergency Spillway is required due to design guidelines.
uurrgr
fit\ CA
NOTE: See attached WastE Utilization Plan
DESIGNED:
DATE: / L j 7100
�'yl)
COMMENTS:
This design is update of start and slop pump elevations and to show the 1/2
treatment volume level for sludge storage. This design does
not supercede the
original certification of the farm.
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398
[phone]

System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates change
over time as equipment gets older and components wear. In particular, pump wear tends
to reduce operating pressure and flow. With continued use, nozzle wear results in an
increase in the nozzle opening which will increase the discharge rate while decreasing the
wetted diameter.
You should be aware that operating the system differently than assumed in the design will
alter the application rate, diameter of coverage, and subsequently the application
uniformity. For example, operating the system with excessive pressure results in smaller
droplets, greater potential for drift, and accelerates wear of the sprinkler nozzle. Clogging
of nozzles can result in pressure increase. Plugged intakes or crystallization of mainlines
will reduce operating pressure. Operating below design pressure greatly reduces the
coverage diameter and application uniformity.
For the above reason, you should calibrate your equipment on a regular basis to ensure
proper application rates and uniformity. Calibration at least once every three years is
recommended. Calibration involves collecting and measuring flow at several locations in
the application area. Any number of containers can be used to collect flow and
determine the application rate. Rain gauges work best because they already have a
graduated scale from which to read the application amount without having to perform
additional calculations. However, pans, plastic buckets, jars, or anything with a uniform
opening and cross-section can be used provided the liquid collected can be easily
transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly throughout the
application area at several distances from sprinklers. For traveling guns, sprinklers
should be located along a transect perpendicular to the direction of pull. Set out
collection containers 25 feet apart along the transect on both sides of the gun cart. You
should compute the average application rate for all nonuniformity of the application. On a
windless day, variation between containers of more than 30 percent is cause for concern.
You should contact your irrigation dealer or technical specialist for assistance.
'Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual

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

Lagoon surface -- look for:
I. 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
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.

• 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:
F

• 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 your 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.
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.

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) 30a
EMERGENCY MANAGEMENT SERVICES (EMS)
SOIL AND WATER CONSERVATION DISTRICT (SWCD)
NATURAL RESOURCES CONSERVATION SERVICE (NRCS)
COOPERATIVE EXTENSION SERVICE (CES) at o - 59t
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible location
for all employees at the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation, this may or may not be possible. Suggested
responses to some possible problems are listed below.
A. Lagoon overflow - possible solutions are:
a) Add soil to berm to increase elevation of dam.
b) Pump wastes to fields at an acceptable rate.
c) Stop all flow 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 cause the runoff.
e) Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers - action 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 - action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Make sure siphon occurs.
d) Stop all flow in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks -
possible action:
a) Dig a small sump or ditch from the embankment 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 the lagoon bottom as soon
as possible.

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, 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 the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone #, After hours,
emergency number: [phone]. Your phone call should include: your name, facility
number, telephone number, the details of the incident from item 2 above, the exact
location of the facility, the location or direction of the movement of the spill, weather and
wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
C. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice / technical assistance phone number.
4. If none of the above works call 911 or the Sheriffs Department and explain your problem to
them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize offsite damage.
a. Contractors Name: Murphy Brown LLC
b. Contractors Address: P.O. Box 856, Warsaw NC 28398
c . Contractors Phone: [phone]
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: Kraig Westerbeek
b. Phone: (910) 293 - 5330
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.

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids (✓) Flush system is designed and operated
sufficiently to remove accumulated
solids from gutters as designed.
() Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids (✓) Maintain lagoons, settling basinsand
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30% of surface.
Excessive Decaying vegetation (,')Maintain vegetative control along banks of
Vegetative Growth lagoons and other impoundment's 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. 7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulation of feed
() Reduce moisture accumulation within and around
residues
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
() Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Accumulation of animal
() Eliminate low area that trap moisture along fences
Areas wastes and feed wastage
and other locations where waste accumulates and
disturbance by animals is minimal.
() Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e. inspect for and remove or break up accumulated
solids as needed).
MIC — November 11, 1996
10

Dry Manure Handling Accumulations of animal () Remove spillage on a routine basis (e.g. 7-10 day
Systems wastes interval during summer; 15-30 days interval during
winter) where manure is loaded for land application
or disposal.
() Provide for adequate drainage around manure stockpiles
() Inspect for and remove or break up accumulated wastes
in filter strips around stockpiles and manure handling
areas as needed.
The issues checked ( ) pertain to this operation. The landowner / integrator agrees to use
sound judgment in applying insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been
reviewed with me.
(Landowner Signature)
For more information contact the Cooperative Extension Service, Department of Entomology, Box
7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC -- November 11, 1996
11

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source
Cause
BMP's to Minimize Odor Site Specific Practices
Farmstead
Swine production
(✓)Vegetative or wooded buffers:
(V)Recommended best management
practices;
(✓)Good judgment and common sense
Animal body
Dirty manure
()Dry floors
surfaces
covered animals
Floor surfaces
Wet manure -covered
(✓)Slotted floors;
floors
(,)Waterers located over slotted floors;
(,')Feeders at high end of solid floors;
(✓)Scrape manure buildup from floors;
( )Underfloor ventilation for drying
Manure collection
Urine
(✓)Frequent manure removal by flush, pit
pits
recharge or scrape
Partial microbial
( )Underfloor ventilation
decomposition
Ventilation
Volatile gases
(v)Fan maintenance;
exhaust fans
Dust
(v)Efficient air movement
Indoor surfaces
Dust
(✓)Washdown between groups of animals
( )Feed additives;
( )Feeder covers;
( )Feed delivery downspout extenders to
feeder covers
Flush Tanks
Agitation of recycled
( )Flush tank covers
lagoon liquid while tanks
( )Extend fill lines to near bottom of tanks
are filling
with anti -siphon vents
Flush alleys
Agitation during waste
( )Underfloor flush with underfloor
water conveyance ventilation
Pit recharge
Agitation of recycled
( )Extend recharge lines to near bottom of
points
lagoon liquid while pits
pits with anti -siphon vents
are filling
Lift stations
Agitation during sump
( )Sump tank covers
tank filling and drawdown
Outside drain
Agitation during waste
( )Box Covers
collection or
water conveyance
junction boxes
End of drain
Agitation during waste
( )Extend discharge point of pipes
pipes at lagoon
water
underneath lagoon liquid level
Lagoon surfaces
Volatile gas emissions
(✓)Proper lagoon liquid capacity
Biological mixing
(v)Correct lagoon startup procedures
Agitation
( )Minimum surface area -to -volume ratio
(v)Minimum agitation when pumping
( )Mechanical aeration
( )Proven biological additives
Irrigation sprinkler
High pressure agitation
(✓)Irrigate on dry days with little or no wind
nozzles
Wind draft
(,')Minimum recommended operation pressure
(✓)Pump intake near lagoon liquid surface
( )Pump from second -stage lagoon
AMOC — November 11, 1996
12

Storage tank or
Partial microbial
( )Bottom or midlevel loading
basin surface
decomposition Mixing while
( )Tank covers
filling Agitation when emptying(
)Basin surface mats of solids
( )Proven biological additives or oxidants
Settling basin
Partial microbial decom-
( )Extend drainpipe outlets underneath liquid
surface
position Mixing while filling
level
Agitation when emptying
( )Remove settled solids regularly
Manure, slurry or
Agitation when spreading
( )Soil injection of slurry/sludges
sludge spreader
Volatile gas emissions
( )Wash residual manure from spreader after use
outlets
( )Proven biological additives or oxidants
Dead animals
Carcass decomposition
( )Proper disposition of carcasses
Dead animal
Carcass decomposition
( )Complete covering of carcasses in burial pits
disposal pits
( )Proper location /construction of disposal pits
Incinerators
Incomplete combustion
( )Secondary stack burners
Standing water
improper drainage
(V)Farm access road maintenance
around facilities
Microbial decomposition of
away from facilities
organic matter
Manure tracked Poorly maintained access (-)Farm access road maintenance
onto public roads roads
from farm access
Additional Information: Available From:
Swine Manure Management 0200 Rule / BMP Packet NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management:Pit Recharge —Lagoon Treatment:EBAE128-88NCSU-BAE
Swine Production Facility Manure Management:Underfloor Fluse-Lagoon Treatment 129-88NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE103-83NCSU-BAE
Calibration of Manure and Wastewater Application Equipment EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33 NCSU-Swine Extension
Environmental Assurance Program: NPPC Manual INC Pork Producers
Assoc
Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agri Communication
Nuisance Concerns in Animal Manure Management: Odors and Flies; PR0101, Florida Cooperative Extension
1995 Conference Proceedings
The issues checked ( ) pertain to this operation. The landowner / integrator agrees to
use sound judgment in applying odor control measures as practical.
I certify the aforementioned odor control Best Management Practices have been reviewed
with me.
�lYdlUrX
(Landowner Signature)
13

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Insect Control Checklist for Animal Operations
CD
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Source
Cause
BMPs to Control Insects Site Specific Practices
Q
Liquid Systems
Flush gutters
• Accumulation of solids
Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed
❑Remove
bridging of accumulated solids at
discharge
Lagoons and pits
• Crusted solids
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
Maintain vegetative control along banks of
X
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
AMIC —November 11, 1996, page 1

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects wie o ecuuc rracuces
Feed storage Accumulations of feed residues X Reduce moisture accumulation within and
around 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)
LEIInspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed
Animal holding areas • Accumulations of animal wastes Eliminate low areas that trap moisture along
and feed wastage X fences and other locations where waste
accumulates and disturbance by animals is
minimal
EMaintain fence rows and filter strips around
animal holding areas to minimize accumulations
of wastes (i.e., inspect for and remove or break up
Dry manure handling Accumulations of animal wastes
❑
Remove spillage on a routine basis (e.g., 7- to 10-
systems
day interval during summer; 15- to 30-day
interval during winter) where manure is loaded
for land application or disposal
❑Provide
for adequate drainage around manure
stockpiles
❑Inspect
for and remove or break up accumulated
wastes in filter strips around stockpiles and
manure handling areas as needed
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 Cause BMPs to Minimize Odor Site Specific Practices
Farmstead . Swine production X Vegetative or wooded buffers
X
X Recommended best management practices
XGood judgment and common sense
Animal body surfaces Dirty manure -covered animals � Dry floors
Floor surfaces Wet manure -covered floors ^ I
Slotted floors
FIWaterers located over slotted floors
X Feeders at high end of solid floors
X Scrape manure buildup from floors
r� Underfloor ventilation for drying
Manure collection pits
. Urine
Frequent manure removal by flush, pit recharge,
FX,
or scrape
. Partial microbial decomposition
� ^I
Underfloor ventilation
Ventilation exhaust
. Volatile gases
Fan maintenance
fans
X
❑
. Dust
^
Efficient air movement
IXI
Indoor surfaces
. Dust
(vim
Washdown between groups of animals
❑Feed
X
additives
❑
Feeder covers
Feed delivery downspout extenders to feeder
El
covers
Flush tanks . Agitation of recycled lagoon
Flush tank covers
liquid while tanks are filling
❑
Extend fill lines to near bottom of tanks with
anti -siphon vents
Flush alleys . Agitation during wastewater
Underfloor flush with underfloor ventilation
conveyance
❑
AMOC — November 11, 1996, page 1
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Swine Farm Waste Management Odor Control Checklist
Source
Cause
BMPs to Minimize Odor Site Specific Practices
Cn
Pit recharge points
• Agitation of recycled lagoon
Extend recharge lines to near bottom of pits with
Cfl
liquid while pits are filling
anti -siphon vents
�
Lift stations
• Agitation during sump tank
L
Sump tank covers
-p
filling and drawdown
0-
Outside drain
• Agitation during wastewater
covers
collection or junction
conveyance
El
boxes
End of drainpipes at
• Agitation during wastewater
Extend discharge point of pipes underneath
lagoon
conveyance
lagoon liquid level
Lagoon surfaces
• Volatile gas emissions
I_X
l Proper lagoon liquid capacity
• Biological mixing FX I Correct lagoon startup procedures
• Agitation X Minimum surface area -to -volume ratio
X Minimum agitation when pumping
❑ Mechanical aeration
r­1 Proven biological additives
Irrigation sprinkler • High pressure agitation Irrigate on dry days with little or no wind
nozzles
• Wind drift Minimum recommended operating pressure
X
Pump intake near lagoon liquid surface
X
(-1 Pump from second -stage lagoon
Storage tank or basin • Partial microbial decomposition ❑ Bottom or
surface
• Mixing while filling
• Agitation when emptying
AMOC —November 11, 1996, page 2
❑ Tank covers
❑ Basin surface mats of solids
❑ Proven biological additives or oxidants

Swine Farm Waste Management Odor Control Checklist
Settling basin surface Partial microbial decomposition Extend drainpipe outlets underneath liquid level
• Mixing while filling H
Remove settled solids regularly
Agitation when emptying
Manure, slurry, or Agitation when spreading ❑ Soil injection of slurry/sludges
sludge spreader outlets
• Volatile gas emissions n Wash residual manure from spreader after use
Uncovered manure, Volatile gas emissions while
slurry, or sludge on drying
field surfaces
Proven biological additives or oxidants
❑ Soil injection of slurry/sluages
❑ Soil incorporation within 48 hours
❑ Spread in thin uniform layers for rapid drying
r--- , Proven biological additives or oxidants
Dead animals • Carcass decomposition ^ Xl Proper disposition of carcasses
Dead animal disposal • Carcass decomposition (❑ Complete covering of carcasses in burial pits
pits
Proper location/construction of disposal pits
1-1
Incinerators • Incomplete combustion I I Secondary stack burners
Standing water around • Improper drainage Grade and landscape such that water drains away
facilities �X from facilities
• Microbial decomposition of
Manure tracked onto Poorly maintained access roads Farm access road maintenance
public roads from farm El
access
AMOC —November 11, 1996, page 3
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Additional Information:
Available From:
U)
Swine Manure Management; .0200 Rule/BMP Packet
NCSU, County Extension Center
tY
CO
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet
NCSU— BAE
ro
Swine Production Facility Manure Management: Pit Recharge— Lagoon Treatment; EBAE 128-88
NCSU— BAE
-p
Swine Production Facility Manure Management: Underfloor Flush— Lagoon Treatment; EBAE 129-88
NCSU— BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83
NCSU— BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
NCSU— BAE
Controlling Odors from Swine Buildings; PIH-33
NCSU— Swine Extension
Environmental Assurance Program; NPPC Manual
N.C. Pork Producers Assoc.
Options for Managing Odor; a report from the Swine Odor Task Force
NCSU Agricultural Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings
Florida Cooperative Extension
AMOC —November 11, 1996, page 4

20963 BMP Mortality Management Method 030719.pdf
Created by FREE version of
FolderMill

20963 BMP Mortality Management Method O3O719pdf
Version —November 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods Indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
Q death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106.403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
aRendering at a rendering plant licensed under G.S. 106-168.7.
D El Complete incineration according to 02 NCAC 520,0102.
Q ❑ 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.
ElIn 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 Slate 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
Date

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Notification of Change of Ownership
Animal Waste Management Facility
(Please type or print all information that does not require a signature)
In accordance with the requirements of 15A NCAC 2H .0217(a)(1)(H)(xii) this form is official notification to the Division
of Water Quality (DWQ) of the transfer of ownership of an Animal Waste Management Facility. This form must be
submitted to DWQ no later than 60 days following the transfer of ownership.
General information:
Name of Farm: Marcus Daniels III Farm Facility No: 82-715
Previous Owner(s) Name Murphy Brown, LLC Phone No: 910-293.3434
New Owner(s) Name: Southern Harvest, LLC Phone No:
Mailing Address: 3900 Dunn Rd Roseboro, NC 28382
Farm Location: County: Sampson
Please attach a copy of a county road map with location identified and described below (Be speck: road names,
directions, milepost, etc.): 1148 Haynes Stretch Road Autryviile
Operation D�Mcriptiom
Type of Swine No. of Animals
❑ can to Feeder
Feeder to Finish 14060
❑ Farrow to Wean
❑ Farrow to Feeder
❑ Farrow to Finish
❑ Wean to Finish
❑ Gifts
❑ Boars
Acreage Available for Application:
Number of Lagoons / Storage Ponds: _
Type o1 Poultry No. of Animals
❑ Layer
❑ Pullets
Other Type of Livestock:
212.07 Required Acreage:
Type of Cattle No. of Animals
❑ Dairy
❑ Beef
Number of Animals
212.07
108 Cubic Feet (ft3)
Owner / Manager Agreement
I (we) verify that all the above information is correct and will be updated upon changing. I (we) understand the operation and maintenance procedures
established in the Cerfified Animal Waste Management Plan (CAWMP) for the farm named above and wlll Implement these procedures. I (we) know
that any modification or expansion to the existing design capacity of the waste treatment and storage system or construction of new facilities will
require a permit modification before the new animals are stocked. I (we) understand that there must be no discharge of animal waste from the
storage or application system to surface waters of the state either directly through a man-made conveyance or from a storm event less severe than
bysa State Non -Discharge Permit orar. 24 - hour Storm and here must not be run-off from the a NPDES Permit and completion of this form authorplication of izeal s he Divsb^)of WatataQualiry tond that ltssuelthye ray b ec permit
to the new land owner.
Name of Previous Land Otprngr: _.4 Murphy Brown
Name of New Lan � ,r
Signature:
Name of Manag r (limroint from owner):
Date: ►A — Q _
Date: /G—f 3 -/ i
Signature:
Date:
Please sign and return this form to:
N.C. Division of Water Quality
Aquifer Protection Section
Animal Feeding Operations Unit
1636 Mail Service Center
Raleigh, NC 27699-1636
November 1, 2004

Animal Waste Management System Operator Designation Form
WPCSOCC
NCAC 15A 8F.0201
Facility/FarmName:- MO.rCt_S VdC ivy
Permit#: 1QV31S"ItO IS- FacilitylD#: -::6?-q_l_r"County: aq=b"1 ty
Operator In Charge (OIC)/�
Fin, ------- -
Middle /fir/ Intr /r, Sr, err..
Con Type / Number: .41'J / D s��f Work Phone: (910
Signature: /
Date: l0
"I certify, that I agree to my designation as the Operator in Charge for the facility noted I understand and will abide by the mien
and regulations pertaining to the responsibilities set forth in ISA NCAC 08F .0203 and failing to do so can result in Disciplinary
Actions by the Water Pollution Control System Operators Certification Commission"
Back-up Operator In Charge (Back-up OIC) (Optional)
Cent Type/Number: UJ ii (/ Work Phone: (jZQ ) 6,. �i- 941
"Icerafytha C/_--- Date:_ ��i-i l Cl
"I certify that 1 a ea m m designation as Back-up Operator in Charge for the facility noted. I understand and will abide by the
mica and regulations pertaining to the responsibilities set forth in 15A NCAC 08F .0203 and failing to do so can result in
Disciplinary Actions by the Water Pollution Control System Operators Certification Commission"
OWner/PermitteeName: !fao r air. V\a,Cvq
Phone #: '6 e, Cl A Fax#: 33 6 3'
Signature; _ s/t — } C
(O ror am ed agent)— Date: "/ l
Mall or fax to: WPCSOCC
1618 Mail Service Center
Raleigh, N.C. 27699-1618
Fax: [phone]
(Retain a copy of this form for your records)
RCVUtd &3007