820475_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered. Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 82-0475
2. Facility Name: PC, ai A^ x&
Certificate Of Coverage Number: AWS820475
3. Landowner's Name (same as on the Waste Management Plan): Hd3 Farms of the Carolinas LLC
4. Landowner's Mailing Address: PO Box = Z / p q
City: Elizabethtown State: NC Zip: 28337-0535
Telephone Number: 910-862-*;*8-%t. E-mail:
5. Facility's Physical Address: _ 2184 MJ Johnson Rd
City: Turkey State: NC
6. County where Facility is located: Samoson
7. Farm Manager's Name (if different from Landowner):
8. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"):
10. Operator Name (OIC): �-a t
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:
Zip: 28393
Murphv-Brown LLC
Phone No.: 910-5��
?9) :-& 217
Allowable Count
6,260
OIC #: E81-5-
/ 001f3p1
Swine
Cattle
Dry Poultry
Other Types
Wean to Finish
Dairy Calf
Non Laying Chickens
Horses - Horses
Wean to Feeder
Dairy Heifer
Laying Chickens
Horses - Other
Farrow to Finish
Milk Cow
Pullets
Sheep- Sheep
Feeder to Finish
Dry Cow
Turkeys
Sheep - Other
Farrow to Wean
Beef Stocker Calf
Turkey Pullet
. Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Wet Poultry
Gilts
Other
Other
Non Laying Pullet
Layers
APR 0�

ROY COOPER
Grrvernor
MICHAEL S. REGAN
Secrerary
LINDA CULPEPPER
Gircaor
x•'
NORTH CA.ROLINA.
Environmental Quality
February 27, 2019
Hd3 Farms of the Carolinas LLC
Farm 2104 and 2106
PO Box 535
Elizabethtown, NC 28337-0535
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available
at htms://d2g.nc.gov/about/divisions/water-resources/water-quality-revional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure your continued coverage under the State Non -Discharge General Permits, you must submit an application for
permit coverage to the Division. Enclosed you will find a "Request for Certificate of Coverage Facility Currently Covered by an
Expiring State Non -Discharge General Permit." The application form must be completed. signed and returned by April 3, 2019.
Please note that you must include one (1) copv of the Certified Animal Waste Manaeement Plan (CAWMP) with the
completed and signed application form. A list of items included in the CAWMP can be found on page 2 of the renewal
gpplication form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc (w/o enclosures): Fayetteville Regional Office, Water Quality Regional Operations Section
Sampson County Soil and Water Conservation District
AFOG Section Central Files-.AWS820475
Murphy -Brown LLC
No±thCaro naDepartrrentofErv-ronrner.taQLiaty I Dvs:,nafWater Ressssrces
512 N. Sa sbsry St. 11ZZE Afa Saruoe Center I Raea, Nort' Larch ra 27421�9-IE'S
as .� al'3.7 73000

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
'Redline"
(Inches)
2 f4
S
? S ; �� 9
17
lY
l�
X
_
1]
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.1OC(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed by the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
£ 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:
Signature:
Name:
Date:
Title:
Signature: Date:
Name:
Signature:
Title:
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

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 maybe' sufij'ect to, ON.I ,penalties up,.to. $25,QOO' per violation. (18 U.S.C.
Section 1001 provides a punishment by a'fine of riot 'iiioie than' V0,d00'or imprisomneni 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 b/e' bya principal executive officer -off'the
corporation):
Name: Ls
.
Signature: - %IJ
Name:
Title:
Signature:
Date:
Name:
Title:
Signature:
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS: -
�... NCDEQ-DWR w _
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

Murphy -Brown, LLC 6/12/2008 P.O. Box 856
Warsaw, NC 28398
Grower(s):
Farm Name:
NUTRIENT UTILIZATION PLAN
LLC HR3 r..r
200"-2996 - P j
Count : Samr;son
Farm Ca aci :
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Feeder to Finish 6260
Storage Structure:
Storage Period:
Application Method:
Anaerobic Lagoon
>180 days
Irrigation
ac r r
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 DWQ 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.
1 of 8

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, ft3, tons, etc.):
Capacity Type Waste Produced per Animal Total
Farrow to Wean 1 3212 gal/yr
_
gal/yr
Farrow to Feeder 4015 gal/yr
gal/yr
Farrow to Finish 10585 gal/yr
gal/yr
Wean to Feeder 223 gal/yr
gal/yr
6260
Feeder to Finish 286 gal/yr
6,172,360 gal/yr
Total 6,172,360 gal/yr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
Capacity Type Nitrogen Produced er Animal Total
Farrow to Wean
5.4 Ibs/yr
Ibs/yr
Farrow to Feeder
6.5 Ibs/yr
Ibs/yr
Farrow to Finish
26 Ibs/yr
Ibs/yr
Wean to Feeder
0.48 Ibs/yr
Ibs/yr
6260
Feeder to Finish
2.3 Ibs/yr
14,398 Ibs/yr
Total 14,398 Ibs/yr
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:
153.58
ft C=1
Total N Required 1st Year:
30853.7463
r lDjlyR
Total N Required 2nd Year:
26720.9463
APR
Q3
Average Annual Nitrogen Requirement of Crops:
28,787.36
�, w�Qua/tt.
egior_„",'
Total Nitrogen Produced by Farm:
14,398.00
rdtfcAs`�,tlOfi
Nitrogen Balance for Crops:
(14,389.35)
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 8

Reception Area Specifications
Tract Field Irrigated Soil 1st Crop Time to 1st Crop 1st Crop Lbs NIAc Lbs N Total Ibs N
Acreage Type_ Code Apply Yield Ibs NlUnit Residual IAc Utilized
2nd Crop Time to 2nd Crop 2nd Crop Lbs NIAc Lbs N Total lb-N
Code Apply Yield Ibs NlUnit Residual lAe Utilized
Total
Lbs NIAe
Total Ibs N
Utilized
8529
2A
3.09 I
Blanton
O
A r-Se t15
25.0
4
100
309
0
0
100
309
3A
3.86
Blanton
B
Mar -Set
4.5
43.26
194.625
751.2525
K
Sp t-A r
1
50
50
193
244.625
944.2525
3B
4.87
Blanton
B
Mar -Set
4.5
43.25
194.625
947.8238
K
Sept -Apr
1
50
50
243.5
244.625
1191.324
3C
5.85
Blanton
B
Mar -Set
4.5
43.25
194.625
1138.556
K
Sa t-A r
1
50
50
292.5
244.625
1431.056
3D
4.71
Blanton
O
A r-Se t15
25.0
4
100
471
0
0
100
471
3E
4.66
Blanton
B
Mar -Set
4.5
43.25
194.625
906.9525
K
Se t-A r
1
50
50
233
244.625
1139.953
3F
2.77
Blanton
O
A rSe t15
25.0
4
100
277
0
0
100
277
3G
5.85
Blanton
B
ar-5 t
4.5
43.25
194.625
1138.556
K
Se t-A r
1
50
50
292.5
244.625
1431.056
3H
5.69
Blanton
O
A
r-S t15
25.0
4
100
569
0
0
100
569
6A
6.13
Blanton
M
Mar15-Aug
67.6
2.5
169
1035.97
K
Sept -Apr
1
75
75
459.75
244
1495.72
6B
6.13
Blanton
M
Mar15-Aug
67.6
2.5
169
1035.97
K
S t-A r
1
75
75
459.75
244
1495.72
6C
2.68
Blanton
M
MAr15-Aug
67.6
2.5
169
452.92
K
Sept -Apr
1
75
75
201
244
653.92
6D
3.07
Blanton
Millet G
A r-Se tl5
4.0
37.5
150
460.5
K
Sept -Ay
1
75
75
230.25
225
690.75
6E
5.2
Blanton
Millet G
A r-Se t15
4.0
37.5
150
780
K
Sept -Apr
1
75
75
390
225
1170
6F
3.62
Blanton
a
Mar -Set
4.5
43.25
194.625
704.5425
K
Se t-A r
1
50
50
181
244.625
885.5425
6G
5.2
Blanton
O
A rSe tl5
25.0
4
100
520
"
0
0
100
520
6H
6.13
Blanton
B
Mar -Sept
4.5
43.25
194.625
1193.051
K
Se t-A r
1
50
50
306.5
244,625
1499.551
61
3.07
Blanton
B
Mar -Se t
4.5
43.25
194.625
597.4988
K
S t-A r
1
50
50
153.5
244.625
750.9988
6J
5.2
Blanton
O
Apr- et15
25.0
4
100
520
0
0
100
520
6K
6.13
Blanton
O
A r-Se tl5
25.0
4
100
613
0
0
100
613
6L
4.92
Blanton
O
A r-Se tl5
25.0
4
100
492
•
0
0
100
492
6M
4.2
Blanton
O
A r-Se t15
25.0
4
100
420
0
0
100
420
6N
3.91
Blanton
O
A r-Se t15
25.0
4
100
391
0
0
100
391
60
4.92
Blanton
O
A rSe t15
25.0
4
100
492
0
0
100
492
Sub2
4.71
Blanton
O
A r-Se t15
25.0
4
100
471
0
0
100
471
Sub3p
5.4
Blanton
B
Mar -Set
4.5
43.25
194.625
1050.975
K
Se t-A r
1
50
50
270
244.625
1320.975
Sub3r.
0.8
Blanton
O
A r-Se t15
25.0
4
100
80
0
0
100
80
Sub6p
7.5
Blanton
B
Mar -Set
4.5
43.25
194.625
1459.688
K
Se t-A r
1
50
50
375
244.625
1834.688
Sub6r
17.55
Blanton
O
A r-Se t15
25.0
4
100
1755
0
0
100
1755
Sub6m
6.76
Blanton
M
Marl 5-Aug
67.6
2.5
169
973.44
1 K
Se t-A r
1
75
75
432
244
1405.44
Totals: 153.58 22007.7 4713.25 26720.95
3(b) of 8

Reception Area Specifications
Tract Field Irrigated Soil 1st Crop Time to 1st Crop 1st Crop Lbs N/Ac Lbs N Total Ibs N
Acrea e -Tv-PO - _Code Apply Yield Ibs N/Unit Residual /Ac Utilized
2nd Crop Time to 2nd Crop 2nd Crop Lbs N/Ac Lbs N Total Ibs N
Code Apply. Yield Ibs N/Unit Residual /Ac Utilized
Total
Lbs N/Ar.
Total Ibs N
Utilized
85291
2A
3.09
Blanton
D
Feb15-June
60.0
1.25
15
60
185
N
Sept -Apr
40
2.4
1 96
296.64
156
482.04
3A
3.86
Blanton
B
Mar -Set
4.5
43.25
195
751
K
Se t-A r
1
5o
50
193
244.625
944.2525
3B
4.87
Blanton
B
Mar -Set
4.5
43.26
195
948
K
Se t-A r
1
50
50
243.5
244.625
1191.324
3C
5.85
Blanton
B
Mar -Set
4.5
43.25
195
1139
K
Se t-A r
1
50
50
292.5
244.625
1431.056
3D
4.71
Blanton
D
Feb15-June
60.0
1.25
15
60
283
N
Sept -Apr
40
2.4
96
452.16
156
734.76
3E
4.66
Blanton
B
Mar -Sect
4.5
43.25
195
907
K
Se P t-A r
1
50
50
233
1 244.626
1139.953
3F
2.77
Blanton
D
Febl5-June
60.0
1.25
15
60
166
N
I Sapt-Ap r
40
2.4
96
265.92
156
432-12
3G
5.85
Blanton
B
Mar -Set
4.5
43.25
195
1139as
r
1
50
50
292.5
244.625
1431.056
3H
5.69
Blanton
D
Feb15-June
60.0
1.25
15
60
341
r
40
2.4
96
546.24
156
887.64
6A
6.13
Blanton
M
Mar15-Au
67.6
2.5
169
1036r
1
75
75
459.75
244
1495.72
68
6.13
Blanton
M
Marl5-Au
67.6
2.5
169
1036
r
1
75
75
459.75
244
1495,72
6C
2.68
Blanton
M
Marl 5-Aug
67.6
2.6
169
453
r
1
75
75
201
244
653.92
6D
3.07
Blanton
Millet G
r-Se t15
4.0
37.5
150
461
r
1
75
75
230.25
225
690,75
6E
5.2
Blanton
Millet G
r-Se tl5
4.0
37.5
150
780
r
1
75
75
390
225
1170
6F
3.62
Blanton
B
Mar -Set
4.5
43.25
195
705
K
Se -A r
1
50
50
181
244.625
885.5425
6G
5.2
Blanton
D
Feb15-June
60.0
1.25
15
60
312
N
Sept -Apr
40
2.4
96
499.2
156
811.2
6H
6.13
Blanton
B
Mar -Set
4.5
43.25
195
1193
K
Sept -Apr
1
50
50
306.5
44.625
J44.625
1499.551
61
3.07
Blanton
B
Mar -Set
4.5
43.25
195
597
K
-Sept-Apr
1
50
50
153.5
750.9988
61
5.2
Blanton
D
Feb15-June
60.0
1.25
15
60
312
N
Sept -Apr
40
2.4
96
499.2
156
811.2
6K
6.13
Blanton
D
Feb15-June
60.0
1.25
15
60
368
N
Sept -Apr
40
2.4
96
588.48
156
956.28
6L
4.92
Blanton
D
Feb`15-Junel
60.0
1.25
15
60
1 295
N
Sept -Apr
40
2.4
96
472.32
156
767.62
6M
4.2
Blanton
D
Febl5-June
60.0
1.25
15
60
252
N
Sept -Apr
40
2.4
96
403.2
156
655.2
6N
3.91
Blanton
D
Febl5-June
60.0
1.25
15
60
235
N
Se t-A r
40
2.4
96
375.36
156
609.96
60
4.92
Blanton
D
Febl5-June
60.0
1.25
15
60
295
N
Sept -Apr
40
1 2.4
96
472.32
156
767.52
Sub2
4.71
Blanton
D
F015-June
60.0
1.25
15
60
283
N
Se t-A
40
2.4
96
452.16
156
734:76
Sub3
5.4
Blanton
B
Mar -Set
4.5
43.25
195
1051
K
Sept -Apr
1
50
50
270
244.625
1320.975
Sub3r
0.8
Blanton
D
Feb15-June
60.0
1.25
15
60
48
N
Soot -Apr
40
2.4
1 96
76.8
156
124.8
Sub6p
7.5
Blanton
B
Mar -Set
4.5
43.25
195
1460
K
Se t-A r
1
50
50
375
244.625
1834,688
Sub6r
17.55
Blanton
D
Febl5-June
60.0
1.25
1 15
60
1053
N
Se t-A r
40
2.4
96
1684.8
156
2737.8
Sub6m
5.76
1 Blanton
M
Nlarl5-AuQ
67.6
2.6
169
973
K
Sept -Apr
1
75
75
432
244
1405.44
Totals: 163.58 19055.7 11798.05 30853.75
3(a) of 8

Reception Area Specifications
Tract Field Irrigated Soil 1st Crop Time to 1st Crop 1st Crop Lbs N/Ac Lbs N Total Ibs N
Acreage Type Code Apply Yield Ibs N/Unit Residual /Ac Utilized
2nd Crop Time to 2nd Crop 2nd Crop Lbs N/Ac Lbs N Total Ibs N
Code Apply Yield Ibs N/Unit Residual /Ac Utilized
Total
Lbs N/Ac
Total ibs N
Utilized
8529
2A
3.09
Blanton
DFeb15-Jun
60.0
1.25
15
60
185
40
1 2.4
96
296.64
156
1 482.04
3A
3.86
Blanton
B
Mar -Set
4.5
43.25
195
751
K
Se t-A r
1
1 50
50
193
244.625
944.2525
3B
4.87
Blanton
B
Mar -Set
4.5
43.25
195
948
K
S -Apr
1
50
50
243.5
244.625
1191.324
3C
5.85
Blanton
B
Mar -Sept
4.5
43.25
195
1139
K
Sept -Apr
1
50
50
292.5
244.625
1431.056
3D
4.71
Blanton
D
Feb15-June
60.0
125
15
60
283
N
Sept -Apr
40
2.4
96
452.16
156
734.76
3E
4.66
Blanton
B
Mar -Set
4.5
43.25
195
907
K
Sept -Apr
1
50
50
233
244.625
1139.953
3F
2.77
Blanton
D
Feb15-June
60.0
1.25
15
60
166
N
_Sept -Apr
40
2.4
96
265.92
156
432.12
313
5.85
Blanton
B
Mar -Set
4.5
43.25
195
1139
K
Sept -Apr
1
50
50
292.5
244.625
1431.056
3H
5.69
Blanton
D
Feb15-June
60.0
1.25
15
60
341
N
Sept -Apr
40
2.4
96
546.24
156
887.64
6A
6.13
Blanton
M
Mai-15-Aug
67.6
2.5
169
1036
K
Sept -Apr
1
75
75
459.75
244
1495.72
6B
6.13
Blanton
M
Mar15-Au
67.6
2.5
169
1036
K
Sent -Apr
1
75
75
459.75
244
1495.72
6C
2.68
Blanton
M
Mar15-Aug
67-6
2.5
169
453
K
Sept:r
1
75
75
201
244
653.92
6D
3.07
Blanton
Millet G
r Se t15
4.0
37.5
150
461
K
Sept -Apr
1
75
75
230.25
225
690.75
6E
5.2
Blanton
Millet G
q r Se t15
4.0
37.5
150
780
K
Sepl- r
1
75
75
390
225,
1170
6F
3.62
Blanton
13
Mar -Set
4.5
43.25
195
705
K
Se 1-r
1
50
50
181
244.625
885.5425
6G
5.2
Blanton
D
Feb15-Jun
60.0
1.25
15
60
312
N
Sept-Zr
1 40
2.4
96
499.2
156
811.2
6H
6.13
Blanton
B
Mar -Sept
4.5
43.25
195
1193
K
Sept -Apr
1
50
50
306.5
244.625
1499.551
61
3.07
Blanton
B
Mar -Set
4.5
43.25
195
597
K
Se t- r
1
50
50
153.5
244-625
750.9988
6J
5.2
Blanton
D
Feb15-June
60.0
1.25
15
60
312
N
Sept -Apr
40
2.4
96
499.2
156
811.2
6K
6.13
Blanton
D
Feb15-June
60.0
1.25
15
60
368
N
Sept -Apr
40
2.4
96
588.48
156
956.28
6L
4.92
BlantonPD
Feb15-June
60.0
1.25
15
60
295
N
Scot -Apr
40
2.4
96
472.32
156
767.52
6M
4.2
BlantonFeb15-June
60.0
1.25
15
60
252
N
Sept -Apr
40
2.4
96
403.2
156
655.2
6N
3.91
BlantonFeb15-June
60.0
1.25
15
60
235
N
-Sept-Apr
40
2.4
96
375.36
156
609.96
60
4.92
BlantonFeb15-June
60.0
1.25
15
60
295
N
Sept -Apr
40
2.4
96
472.32
156
767.52
Sub2
4.71
BlantonFeb15-June
60.0
1.25
15
60
283
NSe
t-A r
40
2.4
96
452.16
156
734.76
Sub3
5.4
BlantonMar-Set
4.5
43.25
195
1051
K
Sept -A r
1
50
50
270
244 6:25
1320.975Sub3r
0.8
BlantonFeb15-Jun
60.0
1.25
15
60
48
N
Sept- r
40
2.4
96
76.8
156
124.8
Sub6
7.5
Blanton
Mar Sept
4.5
43.25
195
1460
K
Seat- r
1
50
50
375
244.625
1834.688
Sub6r
17.55
Blanton
D
Feb15-June
60.0
1 1.25
15
60
1053
N
Se I- r
40
2.4
96
1664.8
156
2737.8
Sub6m
5.76
Blanton
M
Mar15-Au
67.6
2.5
169
973
K
Sept -Apr
1
75
75
432
244
1405.44
O tional crop de for the following h drants
#VALUE!
3D
4.71
Blanton
_Millet (G
Millet (G)
A nl-Se tl
4.1
37.5
15
138.75
653.5125
K
Sent -Apr
1
75
75
353.25
213.75
1006,763
3F
2.77
Blanton
A ril-Se t1
4.1
37.5
15
138.75
384.3375
K
SeotA r
1
75
75
207.75
213.75
592.0875
3H
5.69
Blanton
Millet G
A it Se t1
4.1
1 37.5
15
138.75
789.4875kK
Sept-Apr
1
75
75
426.76
213.75
1216.238
61
5.2
Blanton
Millet (G)
4.1
37.5
15
138.75
721-5S�at••A
r
1
75
75
390
213.75
1111.5
6K
6.13
Blanton
Millet (G)
4.1
37.5
15
138.75
850.5375Sept-AP
1
75
75
459.75
213.75
1310.286
6L
4.92
Blanton
Wet (G)
4.1
37.5
15
138.75
682.65Sept-Apr
1
75
75
369
213.75
1051.65
6M
4.2
Blanton
Millet G
PApril-Septl
4.1
37.5
15
138.75
582.75Sept-A
r
1
75
75
315
213.75
897.75
60
4.92
Blanton
Millet (G
4.1
37.5
15
138.75
682.65Sept-Apr
1
75
75
369
213.75
1051.65
Totals: 192.12 24403.12 14688.55 #VALUE!
3(a) of 8

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 definately 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
Lbs N utilized / unit yield
-- A
Barley
1.6 Ibs N / bushel
B
Hybrid Bermudagrass - Grazed
50 Ibs N / ton
C
Hybrid Bermudagrass - Hay
50 Ibs N / ton
D
Corn - Grain
1.25 Ibs N / bushel
E
Corn - Silage
12 Ibs N / ton
F
Cotton
0.12 Ibs N / Ibs lint
G
Fescue - Grazed
50 Ibs N / ton
H
Fescue- Hay
50 Ibs N / ton
I
Oats
1.3 Ibs N / bushel
J
Rye
2.4 Ibs N / bushel
K
Small Grain - Grazed
50 Ibs N / acre
L
Small Grain - Hay
50 Ibs N / acre
M
Grain Sorghum
2.5 Ibs N / cwt
N
Wheat
2.4 Ibs N / bushel
O
Soybean
4.0 Ibs N / bushel
P
Pine Trees
40 lbs N / acre / yr
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.
4of8

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications PAN/vr/animal Farm Total/yr
Farrow to Wean 0.84
Farrow to Feeder 1
Farrow to Finish 4.1
Wean to Feeder 0.072
6260 Feeder to Finish 0.36 2253.6
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 2253.6 pounds of plant available nitrogen per year 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 11268 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 37 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 90.144 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.
5of8

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Soil
Application Rate
Application Amount
Tract Hydrant
Type
Crop
in/hr
* inches
8529 2A
Blanton
D
0.35
_
1
3A
Blanton
B
0.35
1
3B
Blanton
B
0.35
1
3C
Blanton
B
0.35
1
3D
Blanton
D
0.35
1
3E
Blanton
B
0.35
1
3F
Blanton
D
0.35
1
3G
Blanton
B
0.35
1
3H
Blanton
D
0.35
1
6A
Blanton
M
0.35
1
6B
Blanton
M
0.35
1
6C
Blanton
M
0.35
1
6D
Blanton
Millet (G)
0.35
1
6E
Blanton
Millet (G)
0.35
1
6F
Blanton
B
0.35
1
6G
Blanton
D
0.35
1
6H
Blanton
B
0.35
1
61
Blanton
B
0.35
1
61
Blanton
D
0.35
1
6K
Blanton
D
0.35
1
6L
Blanton
D
0.35
1
6M
Blanton
D
0.35
1
6N
Blanton
D
0.35
1
60
Blanton
D
0.35
1
Sub2
Blanton
D
0.35
1
Sub3p
Blanton
B
0.35
1
Sub3r
Blanton
D
0.35
1
Sub6p
Blanton
B
0.35
1
Sub6r
Blanton
D
0.35
1
Sub6m
Blanton
M
0.35
1
6 of 8

,%-,, Additional Comments:
The nitrogen rate used for bermuda pasture in this plan represents Y
a graze/hay combination. At least one cutting of hay will be removed from these
fields each year.
The grower has the option to plant a winter annual after the soybean crop.
The nitrogen rate for the winter crop will be 50 lbs. per acre.
Grower has the o[-tion of planting Millet (G) in field "2A". He may apply
150 Lbs. N/ ac. Applications to be made from A ril throu h September 15.
If Millet is following soybeans, deduct 15 Ibs N from beginning PAN.
5/29/2009 - Chan ed application windows for soybeans, millet and sorghum
to reflect current windows. All other parameters remained the same.
7of8

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: 2004 & 2006
Owner: Murphy -Brown, LLC
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. Ilwe 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 DWQ 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 NCDWQ upon request.
Name of Facility Owner: Mu
Signature:
C-11- 0i�
Date
Name of Manager (if different from owner):
Signature: �
Date
Name of Technical Specialist:
Amy E. Roberson
Affiliation:
Murphy -Brown, LLC.
Address:
2822 Hwy 24 West, PO Drawer 856
Warsaw, NC 28398
Telephone:
[phone]
Signature:
E,
(0-" Ik_o
Date
8of8

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.
2 There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of the waste, he/she shall provide
evidence of an agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the responsibility of the
owner of the waste production facility to secure an update of the Nutrient 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).
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.
1 of 3

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
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.
2of3

..1
NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
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.
3of3

NAME OF FARM: Pck
OWNER I MANAGER AGREEMENT
I (we) understand and will follow and implement the specifications and the operation and
maintenance procedures estalished in the approved animal waste utilization 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 utilization
plan and a new certification to be submitted to DEM before the new animals are stocked.
(we) understand that I must own or have acces to equipment, primarily Irrigation equipment,
to'land apply the animal waste described in this waste utilization plan. This equipment must
be available at the appropriate pumping time such that no discharge occurs from the lagoon
in a 25-year 1-day storm event. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates that no runoff occurs.
NAME OF HD3 Farms
SIGNATU�
=-
NAME OF MANAGER (if different from owner):
please print
SIGNATURE: DA
NAME OF TECHNICAL SPECIALIST: Curtis Barwick
AFFILIATION: Barwick Ag Services
ADDRESS (AGENCY): 103 Country Club Circle
Clinton, NC 28328
7
385-1000
SIGNATURE: DATE: '2 7
Page 9Of9

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B00119160414
61
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Swine Farm Waste Management Odor Control Checklist
Source
Cause
UMPs to Minimize Odor
Famslead
•
Swine production
Vegetative or wooded buffers;
N"' Recommended best management practices;
62K Good judgment and common sense
Animal body surfaces
•
Dirty manure -covered animals
63r, 1)1-y floors
Floor surfaces
0
Wet manure -covered floors
9"'Sloned floors;
llY Waterers located over slotted flours;
Cl Feeders at high end of solid floors;
a' Scrape manure buildup from floors;
El lh►derfloor ventilation for drying
Mwlure collection pits
0
Urine; -
W-Frequeut manure removal by flush, pit recharge, --- -- -�
•
Partial microbial decomposition
or scrape;
Q Underfloor ventilation
Ventilation exhaust fans
0
Volatile gases;
Fuji maintenance;
Dust
fl"lifficieut air movement
Indoor surfaces
Dust
W WaSllduWn between groups of animals; -----
L7 Feed additives;
d Feeder covers;
R' Feed delivery downspout exlenders to feeder
covers
Flush tanks
Agitation of recycled lagoon
n Flush lank covers;
liquid while tanks are filling
D Extend fill lines to near bullulu of tanks with
anti -siphon vents
Flush alleys
•
Agitation during wastewater
O Underfloor (lush With uudcrfluur veulilaliun
conveyance
Pit recharge points
•
Agitation of recycled lagoon
Gxlend recharge lines to near buuoul of pits --
liquid while pits'are filling
Willi allll-siphull veins
Lift stalions
•
Agitation during sump tank
O Sump tauk covers ---T_—
Filling and drawdown
Outside drain collection
•
Agitation during wastewater
O Box covers
or junction boxes
collveyallce
B00119160508
AMOC - Noven►ber 11,
1996,
Page 3

Sour t: _. Cuusc [iMPs to h1iuinlize t;ldrir
End of d+ainpipcs at ----•--Agitation during wastewater B Extend discharge point of pipes underneath ----
lagoon currveyallce lagoon liquid level
Lagoon surfaces 0 Volatile gas emissions; m Proper lagoon liquid capacity;
• Biological mixing; 0 Correct lagoon startup procedures;
• Agitation O/"Minimum surface arr:a=to-volume ratio;
0Minimum agitation when.pumping;
O Mechanical aeration;
Cl Proven biological additives
Irrigation sprinkler 0 I ligh pressure agitation; 0 Irrigate on dry days with little or no wind; -- —
norzlcs • Wind drift fD-' Minimum recommended Ohefating preSSufC;
10 Pump intake near lagoon liquid surface;
F1 Pump from second -stage lagoon
Storage lank of basin Pill
lia[ microbial decoulposiliol►; n Bottom or midlevel loading; ---� --- — --- —
surface Mixing while filling;
0 'Tank covers;
• Agitation when emptying
Sealing basin surf cce Partial microbial decomposition;
• Mixing while filling;
• Agitation when emptying
Manure, slurry or sludge • Agitation when spreading;
spreader outlets 6 Volatile gas emissions
El Basin surface mats of solids;
El Proven biological additives or oxidaws
0 Extend drainpipe outlets underneath lltluid
level;
El Remove sealed solids regularly
17 Soil injection of slurry/sludges;
0 Wash residual manure from spreader after use;
0 Proven biological additives or oxidants
uncovered manure,
Volatile gas emissions while
0
Soil injection of slurry/sludges
Slurry or sludge up field
drying
0
Soil incorporation within 48 lirs.;
surfaces
,
O
Spread in thin uniform layers for rapid drying;
0
Proved biological additives or oxidatts
--------- -- - -- . -....- - --
e d animals
-• - •--•--•-----
Carcass decomposition
roper disposition of carcasses
l�ea�l a+�iutal di l�u „tl
--0-- Cillcass decomposition
n
Coutplete covering of cirrcasscs in burial pits;
pits
n
Proper localion/cons►rncliun ufdisposaf pins
—lncinci +wrs
Incomplete combustion
n
Secondary slack burner
B00119160509
AA4-Nuvewbcr 11. 1996, Page•1

." Source Cause Bmps to Mialutize Odor � W"
Standing water arounda Improper drainage; E_ l Grade -and landscape such that water drains ^--------
faeililies • Microbial decomposilion of away from facilities
organic matter
7anurc tracked ouzo 1'uoily n)aiutained access roads 1:1 Dann access road maintenance
public roads tium tarn
access
Additional Information :
Swine Manure Management ; 0200 Rule/BMP Packet
Swine Production Fart)► POte))tial Odor Sources and Remedies ; EBAE fact Sheet
Swine Production Facility Manure hanagement: Pit Recllarge - Lagoon Treatment ; EBAE 128-88
Swine Pr0dat:Iio)1 Facility hlarlure Management: Underfloor Flush - Lagoon Treatment ; EBAE 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storage ; EBAE 103-83
Calibrakcin of Manurc and Wastmater Application Equipment ; EBAE fact Sheet
Controlling (MOIN tiuut Swine hUddings ; 11111-33
Environmental A»urauLU 1'101;1-ani ; tdl'PC Manual
Options for Managing Odor -. a report from the Swine Odor Task Force
Nuisance Concerns in Animal Atunure hlanagemem: Odors and Flies ; I'It0107, 1995 Conference Proceedings
Available From :
NCSU, County Extension Censer
NCSU - BAE
NCSU - IIAE
NCSU - ISAE
NCSU - BAE
NCSU - BAE
NCSU - Swine Extension
NC fork Producers Assoc
NCSU Agri Cummimications
Florida Cuul,crative Extension
ANIOC; - I tt,vauLbur H. 1 �:�� , Pai-;t: 5
B00119160510

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects _
Liquid Systems
Flush Gullers • Accumulation of solids
Lagoons and fits • Crusted Solids
lixcessive Vegetative
Growth
• Decaying vegetation
Feeders • Feed Spillage
Feed Storage
• Accumulations of feed residues
Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed.
Remove bridging of accumulated solids at
discharge
13 Maintain lagoons, settling basins and pits where
1B esl breeding is apparent to minimize the
c usting of solids to a depth of no more than 6 -
inches over more than 30% of surface.
14 Maintain vegetative control along banks of
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter -
along water's edge on impoundmenPs perimeter.
Dry Systems
Design, operate and maintain feed systems (e-.g.,
bunkers and troughs) to minimize die
accumulation of decaying wastage.
El Clean up spillage on a routine basis (e.g., 7 - 10
day interval during summer; 15-30 day interval
_during winter).
1 Reduce moisture accumulation will tin and
around immediate perimeter of feed storage
areas by insuring drainage away from site
and/or providing adequate contaimnent (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.
AV' - - November 11, 1996, Page I B00119160506

Source Cause DMPs to Control Insects -
Animal I folding Areas • Accumulations of animal wastes Eliminate low areas that trap moisture along
and feed wastage fences and otlier 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
Dry Manure llandling Accwnulations of animal wastes Remove spillage on a routine basis (e.g., 7 - 10
Systems Jay interval during summer; I5.30 day interval
during winter) where manure is loaded for land
application or disposal.
O Provide for adequate drainage around manure
stockpiles.
El Inspect for and remove or breakup accumulated
wastes in filter strips around stockpiles and
manure handling areas as needed. -=--_ _ . - -- _-
for more information contact the Cooperative Extension Service, Department of Entomology, Dox 7613, North Carolina Stale University,
Raleigh, NC, 27695-7613.
AMIC Moventber 11, 1996, Page 2 E300119160507

P),- �� 5--
EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) 910 433-3300
EMERGENCY MANAGEMENT SERVICES (EMS) [phone]
SOIL AND WATER CONSERVATION DISTRICT (SWCD) 919 592-7963
NATURAL RESOURCES CONSERVATION SERVICE (MRCS) (919 592-7963
COOPERATIVE EXTENSION SERVICE (CES) 919 592-7161
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 bottorn its
�. soon as possible.
I ' � '007

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 Sheriff's 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]
Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: Kraig Westerbeek
b. Phone: 910 293 - 5330
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify
the damage, repair the system, and reassess the waste management plan to keep
problems with release of wastes from happening again.

Version —November 26, 2018
Miortality �Vlanagement 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
a Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
El Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
% D Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
Any method which, in the professional opiniombf the State Veterinarian, would.make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be -done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm caner/Manager Date
33
Signature of Technical Specialist Date

v rower:
� �eslgner y:
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date:
County:Sampson Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
02/27/09
Farm Population:
Nursery: -------------------
Wean to Finish: --..______--....__-___
0
Finishing: .____.._______..____--
0
Farrow to weanling:---.._..___.._.._....__..
3130 Hd.
Farrow to feeder: --------------------
0
Farrow to finish: ___________________
0
Boars: ---_.,_--.._.._..._..__
0
Storage Period: -••--------------
0
25 Yr. / 24 Hr Storm Event __.._.____..__.._.
120 Days
"Heavy Rain" Factor
__.._
7.0 In.
Rainfall in Excess of Evaporation ----- --
Additional Water Usage: --------------------
7.0 In.
Additional Drainage Area: __..________________
0
0
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape?
(Y/N) ------------
Does Operator Want Emergency Spillway?
(Y/N)------------
Y
Was This Design Built Prior to Sept. 1996?
(Y/N)------------
N
Y
Is Drain Tile Req'd to Lower SHWT?
(Y/N) ------------
N
Seasonal High Water Table Elev:-.-..--.._..-._.____..-.__
Freeboard: -----
0.00
- -----
Emergency Spillway Flow Depth:
-. -
1.0 Ft.
Side Slopes: - ---•- - ---
-_-
3 :1 (H:V)
0.0
Top of Dike Elevation: ---------
Depth
0.0
99.45 Ft.
Finished Bottom Elevation: BOTTOM E 12.45 Ft.
87.00 Ft.
Start Pump Elevation: -••---••--.---..
20.16 In.
97.77 Ft.
Stop Pump Elevation: __..__._..____...
42.72 In.
95.89 Ft.
_LAGOON VOLUME REQUIRED VOL.
DESIGN VOLUMES
% REQ'D.
Storm Stor = 44000 (Cu.Ft.)
44,065 (Cu.Ft.)
100.15%
Temporary= 112793 (Cu.Ft.)
112,811 (Cu.Ft.)
100.02%
Permanent = 422550 (Cu.Ft.)
423,038 (Cu.Ft.)
100.12%
Total Volume = 579,344 (Cu.Ft.)
579,914 (Cu.Ft.)
_
100.10%
__.__ 211,275 (Cu.Ft.)
1/2 Treatment Volume =
1/2 Treatment Volume Elevation =
91.81 Ft.
91.68 In.
_ 90 Temporary Storage Volume Elevation =
� 96.19 Ft.
39.13 in.
Min. Required Liner Thickness -----------------..__
Lagoon Surface Area: (Inside TOD) ----_---------------
1.8 Ft.
75,429 S.F.
Murphy -Brown, LLC Engineering P. 0. Box 856, Warsaw, NC 28398 [phone]

Grower: 20043 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 02/27/09
County: Sampson Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent. Storage:
Required Treatment Volume:
lAnimal Type Capacity A A (cu. t. Ib) otal J
Nursery
0
30
1.00
0
Wean to Finish
0
115
1.00
0
Finishing
3,130
135
1.00
422,550
Farrow to wean]ina _
Farrow to feeder
_ 0
0
433
522
1.00
0
1.00
0
Farrow to finish
Yf 0
1,417
1.00
1.00
0
0
Boars
0 1 400
Total Required Treatment Volume (cu. ft.)=
Sludge Storage Volume:
422,550
Anima ype Capacity ALW (cu.R.Ilb)= ota
Nursery
0
30
0.00
0
V?ean to Finish
0
115
0.00
0
Finishing
3,130
135
0.00
0
Farrow to weanling
0
433
0.00
0
Farrow to feeder
0
522
0.00
_
Farrow to finish
0
1,417
0.00
0,
Boars
0
400
0.000
0
Total Required Sludge Storage Volume (cu. ft.)=
Temporary Storage Volume:
Manure Production:
U#
Animat Type
Gapacity " Sto. Ferioo J.Mayt = l otaf
Nursery
_ 0
120
0.30
_ T 0
R
Wean to Finish
0
120
1.17
Finishing _
--
3,130
—
120
�---120
�---
� - _1.37
_0_
514,572
_ __-O.
Farrow taweanling
0
4.39
Farrow to feeder
_ -
— 0
120
T
5.30
0
--
Farrow to finish 14
0
120
14
_-.. -..
11
—_�
Boars
�
0
_
120
4.06
038
0
--- -
—
Total Manure Production (gals.)=
`
514,572
Total Manure Production (cu.ft.)=
68,793
Excess Fresh Water:
Anima[ `I voe rapacity r
Nursery 0
Wean to Finish_ 0
Finishing_ 3,130
Farrow to weanling 0
Farrow to feeder 0
Farrow to finish 0
Boars 0
Total Fresh Water Excess
Total Fresh Water Excess
Sto. enod
J./day) = Total
0
120
0.00
120
0.00
- _ 0.00
_
_ _ 0
_ 0
220
120
0.00
0
120
0.00
0
120
0.00
0
120
0.00
�- 0
(gals.)=
(cu.ft.)=
0
0
wit, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: 20043 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 02/27/09
County: Sampson Sheet 4 of 7
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol,=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft
Vol.= (75429 sq.ft. + 0 sq.ft.) * 7 in. 112 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 44,000
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (75429 sq.ft + 0 sq.ft.) * 7.0 in. /12 in./ft.
Total Required Volume for 25Yr./24Hr. Storm Event (cu.ft)= 44,000
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (75429 sq.ft + 0 sq.ft.) * 0.0 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) = 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
0 0
Total Required Storm Storage
(25Yr, / 24Hr. Storm +'Heavy Rain')= 44,000 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) = 112,793 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 422,550 (CU.FT)
TOTAL REQUIRED VOLUME = 579344 (CU.FT.)
wn. L.LC Engineering P.O. Box

Grower:
Address:
�— County:
20043
PO Box 856
Warsaw, NC 28398
Sampson
LAGOON DESIGN SUMMARY
Top of Dike Elevation
Emergency Spillway Crest Elevation
Top of 25Yr. / 24Hr. Storm Storage
Top of "Heavy Rain" Storage
Start Pump Elevation
End Pump Elevation
Top of Sludge Storage
Seasonal High Watertable Elev.
Finished Bottom Elevation
Inside Top Length
Inside Top Width
Side Slopes
Lagoon Surface Area
Min. Liner Thickness (if required)
Freeboard Depth
Temporary Storage Period - -
TOTAL DESIGN VOLUME = 579914 (CU.FT.)
Zone Deaths:
Designed By:
Checked By:
Date:
Sheet 5 of 7
Treatment / Sludge Storage Zone Depth -----------
Temporary Storage Zone Depth ---.
Freeboard / Storm Storage Zone Depth ------------
Total Lagoon Depth
KBW
DSE
02/27/09
99.45
FT.
Not Al
Applicable
98.45
FT.
Not
Applicable
97.77
FT.
95.89
FT.
Not
Applicable
0.00
87,00
FT.
Not
Applicable
Not
Applicable
3:1
H:V
76,429
SF
1.8
FT.
1.00
FT,
120
Days
8.9 FT.
1.9 FT.
_1.7 FT.
12.5 FT.
LLC Engineering P. O. Box 856. Warsaw NC 28398 (91

Grower: 0043 - - .. Designe KBW
Address: PO Box 856 Checker DSE
Warsaw, NC 28398 Date: 02/27/09
County: Sampson. Sheet 6 of 7
STRT PMP EL.= 97.77
END PMP EL. = 95.89
ZONE ELEVATIONS
TOP OF DIKE ELEV = 99.45
TOP OF STORM ELEV = 98.45
TOP OF TEMP STORAGE ELEV = 97.77
TOP OF TREAT ELEV = 95.89
FINISHED BOTTOM ELEV = 87.00
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 (990) 29

Grower: 20043 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 02/27/09
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 prior to June, 1996,
Emergency Spillway.
An Emergency Spillway is not required.
NOTE: See attached Waste Utilization Plan
LLr�.
^SIGNED: `—
1 t
:NTS: The lagoon has been designed as an irregular shape.
design is update of start and stop pump elevations and to show the 1/2
tment volume level for sludge storage. This design does not supercede the _
nal certification of the farm.
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

CVVO lffi) - �,K_ 7 / ,
u rowe r: 200 (j3
Address: PO Box 856
Warsaw, NC 28398
County: Sampson
Jeslgnert Hy: KHW - --
Checked By: DSE
Date: 02/27/09
Sheet 1 of 7
ANAEROBIC WASTE LAGOON
DESIGN
FARM INFORMATION
Farm Po ulation:
Nursery ------ --------------
0
Wean to Finish: ----------
0
Finishing: ------------ ___-----
3130 Hd.
Farrow to weanling:-------
0
Farrow to feeder: --------------------
0
Farrow to finish: --------------------
0
Boars: ---------
0
Storage Period; _.._.._..___..___..._.._..
30 Days
25 Yr. / 24 Hr Storm Event -----------------
7.0 In.
"Heavy Rain" Factor
Rainfall in Excess of Evaporation ------------- ------
7.0 In.
Additional Water Usage: ___..______..__
0
Additional Drainage Area: -••--•.--•.-...._..--._.._..
0
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape? (Y/N)------------
Y
Does Operator Want Emergency Spillway? (Y/N)---_--------
N
Was This Design Built Prior to Sept. 1996? (Y/N) -•--
Y
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:
Side Slopes: _......._
3 :1 (H:V)
0.0
0.0
Top of Dike Elevation: - •-•--•-•------• Depth
99.20 Ft.
Finished Bottom Elevation: - 12.20 Ft.
87.00 Ft.
Start Pump Elevation: -----------•-----• 20.04 In.
97.53 Ft.
Stop Pump Elevation: ------- ••• 31.8 In.
96.55 Ft.
LAGOON VOLUME REQUIRED VOL. DESIGN VOLUMES
% REQ'D.
Storm Stor = 42716 (Cu.Ft.) 43,307 (Cu.Ft.)
101.38%
Temporary = 59915 (Cu.Ft.) 60,400 (Cu.Ft.)
100.81 %
Permanent = 422550 (Cu.Ft.) 424,366 (Cu.Ft.)
100.43_%
_
Total Volume = 525,181 (Cu.Ft.) 528,073 (Cu.Ft.)
_ _ 100.55%
112 Treatment Volume = ^� � 211,275 (Cu.Ft.)
i 1/2 Treatment Volume Elevation = 92.57 Ft.
79.60 In.
ILLL 90 Temporary Storage Volume Elevation = NIA Ft.
NIA In.
Min. Requirea Liner Thickness --• -•-----••--
1.8 Ft.
Lagoon Surface Area: (Inside TOD)-----••--------•-----
73,228 S.F.
Murphy -Brown, LLC Engineering P.O. Box 556, Warsaw, NC 28398
[phone]

urower: 2UU63 Designed By:
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 02/27/09
County: Sampson _ Sheet 2 of 7
AC_T_ UAL
DESIGN VOLUME CALCULATIONS
BASE VOLUME:
®Cu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Elevation FT.
Area SF
Incr. Vol. Cu. FT Cumul.
Vol. (Cu. FT)
87.00
18,318
16,686
88.00
26,360
22,339
39,025
89.00
33,206
29,783
68,808
90.00
37,692
35,449
104,257
91.00
41,258
39,475
143,732
92.00
44,824
43,041
186,773
93.00
48,090
46,457
233,230
94.00
51,203
49,647
282,877
95.00
54,366
52,785
335,661
96.00
57,580
55,973
391,634
97.00
61,445
59,513
451,147
98.00
65,421
63,433
514,580
99.00
69,511
67,466
582,046
99.20
73,228
14,274
596,319
These volumes were calculated us in the vertical avers a end area method. _
TOTAL REQD VOL 525,181 CF CUMULATIVE VOL. ZONE VOL. 100.55%
END PUMP = = = = 96.55 FT� 424,366 CF TR'MT 424,366 100.43%
START PUMP = = : 97.53 FT 484,766 CF TEMP 60,400 100.81 %
MAX STORAGE = 98.20 FT 528,073 CF STORM 43,307 101.38%
Murphy -Brown, LLC Engineering P-O. Box 856,Warsaw, NC 28398 [phone]

Grower: 20063
Address: PO Box 856
Warsaw, NC 28398
County: Sampson
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Stora e:
Required Treatment Volume:
Designed By:
Checked By:
Date:
Sheet 3 of 7
Ani Capacity ALW (cu. t. b) = Total
Nursery
-
0
30
1.00
0
Wean to Finish
0
115
T� 1.00
0
Finishing
3,130
135
1.00
422,550
Farrow to weanling
0
433
1.00
0
Farrow to feeder 1
0
522
1.00
0
Farrow to finish
0
l 1,417
- 1.00
0
Boars
0
400
1.00
0
r Mal Kequirea r reatment volume (cu. tt.)=
Sludge Storage Volume:
422,550
Animal ypeCapacity ALW (cu. t. ifs - -Total
Nursery
0
30
0.00
0
Wean to Finish
0
115
0.00
_
0
Finishing
3,130
135
0.00
_
0
Farrow to weanling
0
433
0.00
_
0
Farrow to feeder
0
522
0.00----'-
0
Farrow to finish
-
1,417
0.00
0
Boars
fl
400
-- 0.000
-- O I
uLaI r%Uyuiruu oruage otorage volume (cu. tt.)=
Temporary Storage Volume:
Manure Production: ^�
A
�ruiniiai yNC Y-^
Nursery
Wean to_Finish
�-apacity -
0
0
oto. rernoa
:I.taay) = l otal
--0.30
-1.17
- �- 4.39
5.30
�I
0
0_
W V �0
y - -- - 0
30
30
-_ 30
30
Finishing
0
Farrow to weanling--
Farrow to feeder
0
Farrow to-_-_-
0
-.--_30
_
_ 4.06
_
0
Boars w_-„-
6 0
30
_ 0
rotas manure vroauction (gais.)=
Total Manure Production (cu.ft.)=
128,643
17,198
Excess Fresh Water:
�Animal ype city , Ito. Peri-"o33=f?avi'= Tntai - 11
Nursery
0
30
0.00
-0
Wean to Finish
0
30
T-30
_
- 0.00
_ 0
Finishing
3,130
0.00
�- 0
Farrow to weanling
0
30
0.00
0
Farrow to feeder
0
_
- f
_ J30
0.00
-� 0_
Farrow to finish
0
_
0.00
0.00
0
0
Boars
0
Milt-phy-Brown, LLC Engineering
iota) Fresn Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=
2
DSE
02/27/09

grower: 20063 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 02/27/09
County: Sampson Sheet 4 of 7
Temporary Storage Volume: Cont.
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft
Vol.= (73228 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 42,716
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr./24Hr. Storm(in) / 12in./ft.
Val.= (73228 sq.ft + 0 sq.ft.) * 7.0 in. /12 in./ft.
Total Required Volume for 25Y0241-1r. Storm Event (cu.ft)= 42,716
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Val.= (73228 sq.ft + 0 sq.ft.) * 0.0 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) = 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
0 0
Total Required Storm Storage
(25Yr. / 24Hr. Storm +'Heavy Rain')= 42,716 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) = 59,915 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 422,550 (CU.FT)
TOTAL REQUIRED VOLUME = 525181 (CU.FT.)
p P.O. Box 856, Warsaw

Grower: 20063 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 02/27/09
County: Sampson Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation --------------------
99.20
FT.
Emergency Spillway Crest Elevation -------------------
Not Al Applicable
Top of 25Yr. / 24Hr. Storm Storage -------------------
98.20
FT.
Top of "Heavy Rain" Storage ---------••---••---
Not
Applicable
Start Pump Elevation --••••----•--------•--
97.53
FT,
End Pump Elevation ---••-•-------•--
96.55
FT.
Top of Sludge Storage •-------------•-•----
Not
Applicable
Seasonal High Watertable Elev.--- ---------------- --
0.00
Finished Bottom Elevation ----------•-• •- •--
87.00
FT.
Inside Top Length ----- ------------- -_
Not
Applicable
Inside Top Width ---••-•--••-
Not
Applicable
Side Slopes -------------------
3:1
H:V
Lagoon Surface Area •---•---------------
73,228
SF
Min. Liner Thickness (if required) --------------------
1.8
FT.
Freeboard Depth ---••---•-------------
1.00
FT,
Temporary Storage Period ---------------
30
Days
Zone Depths:
TOTAL DESIGN VOLUME = 528073 (CU.FT.)
Treatment / Sludge Storage Zone Depth ----------- 9.6 FT.
Temporary Storage Zone Depth -------- 1.0 FT.
Freeboard / Storm Storage Zone Depth 1.7 FT-
Total Lagoon Depth ---- 12.2 FT.
'.O. Box 856, Warsaw

Grower:
Address
Countv:
�20063
PO Box 856
Warsaw, NC 28398
SamDson
STRT PMP EL.= 97.53
END PMP EL. = 96.55
! _ C
Designe KBvV
Checke(DSE
Date: 02/27/09
Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV = 99.20
TOP OF STORM ELEV = 98.20
TOP OF TEMP STORAGE ELEV = 97.53
TOP OF TREAT ELEV = 96.55
i
FINISHED BOTTOM ELEV = 87.00
it
1
1
/
SHWT = 0.00
i
/ r
Murphy -Brown, LLC Engineering = C. Box 856, Warsaw NC 28398
(9 9 O) ?_ 93-3434

Grower: 20063 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, INC 28398 Date: 02127/09
This livestock waste treatment lagoon is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior to June. 1996.
Emergency Spillway:
AoEmergency Spillway isnot required.
\ NOTE: See attached Waste Utilization Plan
DESIGNED:
DATE:
COMMENTS: The lagoon h been designed
This design d i i he 1/2
-treatment volume level for sludge storage. This d i d not d he
-- __ -__�----_
original certification ofthe farm.
ucEngineming P.(IBox 856,Warsaw NC

OPERATION & MAINTENANCE PLAN
Proper lagoon liquid 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 the thunderstorm season in the summertime. This means
that at the first signs of plant growth in the later winter/early spring, irrigation according to
a farm waste management plan should be done whenever the land is 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
irrigate 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 fertilizer applied should be
based on a soils test, but in the event that it is not practical to obtain
a soils test each year, the lagoon embankment and surrounding areas
should be fertilized with 800 pounds per acre of 10-10-10, or
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:
1, undesirable vegetative growth
2. floating or lodged debris
Embankment ---look for:
1. settlement, cracking, or "jug" holes
2. side slope stability ---slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack of 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 or 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

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 inflow 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 occour 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 lever (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.
Do not pump the lagoon liquid level lower that 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:

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 phosphores, it
should be applied only at rates equal to the crop removal of phosphorus. As with other
wastes, always have your lagoon sludge analyzed for its nutrient value.
The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions which
could increase 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.