090004_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 infornmtion and make any necessary corrections below.
Application must be signed and dated by the Pernriuee.
1. Farm Number: 09-0004 Certificate Of Coverage Number: AWS090004
2. Facility Name: Cain Complex
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(ohmurphybrownlIc.com
5. Facility's Physical Address: 882 Opportunity Ln
City: White Oak State: NC
Zip: 28399
6. County where Facility is located: Bladen
7. Farm Manager's Name (if different from Landowner): David C Nordin
B. Farm Manager's telephone number (include area code): 910-293-5330 Ext.
9. Integrator's Name (if there is not an Integrator, write "None"): Murphy -Brown LLC
10. Operator Name (OIC): William Victor Sutton Phone No.: 910-271-3556 OIC#: 26076
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Pennit:
Operation Types:
Operations Type Allowable Count
Swine - Farrow to Wean
Swine - Wean to Feeder
Swine - Feeder to Finish
2,500
7,000
10,000
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses -Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses - Other
Farrow to Finish Milk Cow Pullets Sheep - Sheep
Feeder to Finish Dry Cow Turkeys Sheep - Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment and Storage Lagoons (Verify the following infonnation 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)
7443-1
w OC (n6Vi
- C(3/4•-
lI 4c(bt1-74-1
as37, (.r i I
(4. 2, 19.00
7443-2
V,,:,r \ 5
C—\0-4.--r
t°s,)..).S
72,,n 11
ao,y 1944-
7443-3
Prl o'c W13
c ).._
a, 3, (pi 51
a�3, au,--1
moo'
1n BfY
7443-4
,r 1493
C_\t%.L\
3( , 310
, a, 1-101 I
as 19.00
DEPOT
{,Yk
DEPOT 1
19.00
FINISHER
174,240.00
FINISHER 2
19.00
NURSERY
43,560.00
NURSERY 3
19.00
SOW
87,120.00
SOW 4
19.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.1OC(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed by the owner and a certified technical specialist containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5, Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting. digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: 2019PermitRenewalr`a,,ncdenr.gov

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):
Title: 0 Lt3 V\ t._ c
Date: 3 - a \elk
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: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

AND-L S, WASTE KANAGE G'NT PLAN _...."-'I? CJ T'_0l PG?. EXISTING . EEDUCTS
?lean° return tho completed fccm to tho Diviuioo of Environmental 4a=agamo_
the addroa° on the reverse Kase
of tnln form.
Name of farm (Please print):CG`?Corn
r Ih C a44
Mailing Address: t< l 159 Phone No.(90)"189-DIII
County (of carp!: el4dcr,
Farm location: Latitude and .,ong aude: T:15'`+_ /T4' vL' Q' (required;. Arso.
please attach a copy of a county road map with igcation identified.
Type of operation. (swine, layer, dairy, etc.) : SI-OveNC
Desion capacity (number of animals) : q eons (10,600htl. Fceder•4;..hlea3 Wc'•-t'Ccetierl
Average -size of operation (12 month poput'ation avg.):S^ti-
a5o040.r.-wco.,
Average acreage needed for land application of waste (acres): 15(0.6
Technical Spociallat Certification
?.s a technical specialist designated by the North Carolina Soil and Water
Conservation. Commission pursuant to 15A NCAC 6F .0005, I certify that the
existing animal waste manacement system for the farm named above has an animal
..as.. ma„age.,ent v __„
specifications of the Division of Environmental Management and then
USDA-Soil
Conservation Service and/or the North Carolina Soil and Water Conservation
Commission pursuant to 15A NCAC 2H.0217 and 15A NCAC 6F .0001-.0005. The
followi::c elements and their corresponding minimum criteria have been verified
by me or other designated technical spec. mists and are included in the plan a as
applicable: minimum separations (buffers), adequate quantity and nt of lfor waste utilization (or use of third party); access .or ownership of proper
waste application equipment; schedule for timing of applications; application
rates, loading rates; and the control of the discharge of pollutants from
stormw•ater runoff events less severe than the 25-year, 24-hour storm.
1l_r4; A. �eS e.A 4?
Name
fi of Technical S/v\Alit (Please1- j.'1 rk» r 5
Affiliation (Agency): `^Ph a "�1 �1 A/C__
� / ,
t C) ` IR 5e t.�1 ) Phone No \�110)18'9-alllcx� cab
Address: � 6 h
Date: 3-aa-9 C,
Signature:,
owner/xana er )4CJr Gement'f__aa�a_a
(we) un erstand the operation and maintenance procedures established in the
approved nimal waste management plan for the farm named above and will implement
these procedures. _ (we) know that any expansion to the existing design capacity
of the waste treatment and storage system or construction of new facilitoies Hill
will
require a new certification to be submitted to the Division of E n.
Management before the new animals are stocked. I (we) also understand that there
-rust be no discharge of animal waste from this system to surface waters of the
state either directly through a mar. -made conveyance or through sue'o i :SUM
storm event less severe than. the 25-year, 24-hour storm. The approved plan will
be filed at the farm and at the office of the local_ Soil and Water Conservation
District. .n L/ F I
1 FarmS
Saga of Lead Own 'Please Print). . /VI `e/ amil
Date:3-aa--9(°
S ccnatcre:x
Napa of Yanage-, .: d_ fer ent from owner (Please print) :3tACL CO.;"-"N
DatLI_21,
S grin t'.; re: i ±±P
`Iotocean
d requ:e
;:prr✓ec .-.. IS ,.arge)
M00202151457

Murphy -Brown, LLC 1/31/2018
NUTRIENT UTILIZATION PLAN
2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
Grower(s): Murphy Brown, LLC dba Smithfield Hog Prod.
Farm Name: Cain Complex; AWS090004
County: Bladen
Permit Capacity:
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Wean to Finish
Feeder to Finish
Gilts
Boars
2500
7000
10000
Storage Structure:
Storage Period:
Application Method:
Anaerobic Lagoon
>180 days
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.
1 of 11

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 Type Waste Produced per Animal Total
2500
Farrow to Wean
Farrow to Feeder
Farrow to Finish
3203 gal/yr
3861 gal/yr
10478 gal/yr
8,007,500 gal/yr
gal/yr
gal/yr
7000
Wean to Feeder
Wean to Finish
191 gaVyr
778 gaVyr
1.337.000 gal/yr
gal/yr
10000
Feeder to Finish
Gilts
Boars
927 gaVyr
1015 gaVyr
2959 gal/yr
9,270.000 gal/yr
gal/yr
gal/yr
Total 18,614,500 gal/yr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
Capacity Type Nitrogen Produced per Animal Total
2500
Farrow to Wean
Farrow to Feeder
Farrow to Finish
3.841bs/yr
6.95 Ibs/yr
18.86 Ibs/yr
9,600 Ibs/yr
Ibs/yr
Ibs/yr
7000
Wean to Feeder
Wean to Finish
0.34 Ibs/yr
1.4 Ibs/yr
2,380 Ibs/yr
Ibs/yr
10000
Feeder to Finish
Gilts
Boars
1.67 Ibs/yr
1.83 Ibs/yr
5.33 lbs/yr
16,700 Ibs/yr
Ibs/yr
Ibs/yr
Total 28,680 Ibs/yr
Applying t e 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: 172.55
Total N Required 1st Year: 34167.85
Total N Required 2nd Year: 0.00
Average Annual Nitrogen Requirement of Crops:
Total Nitrogen Produced by Farm:
Nitrogen Balance for Crops:
34,167.85
28,680.00
(5,487.85)
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
Tract Field Irrigated Soil 1st Crop Time to lst 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 lbs N
Code Apply Yield lbs NlUnit Residual /Ac Utilized
Total
Lbs N/Ac
Total Ibs N
Utilized
Cain
2
1.86
LeA
BU
Mar -Sept
3.00
29.37
88.11
163.88
K
Sept -April
1
50
50.00
93.00
138.11
256.88
Cain
3
5.68
Ce
BU
Mar -Sept
4.50
33.38
150.19
853.07
K
Sept -April
1
50
50.00
284.00
200.19
1137.07
Cain
4
5.14
LeA
BU
Mar -Sept
3.00
29.37
88.11
452.89
K
Sept -April
1
50
50 00
257.00
138.11
709.89
Cain
5A
2.14
Ce
BU
Mar -Sept
4.50
33.38
150.19
321.40
K
Sept -April
1
50
50.00
107.00
200.19
428.40
Cain
5B
1.93
LeA
BU
Mar -Sept
3.00
29.37
88.11
170.05
K
Sept -April
1
50
50.00
96.50
138.11
266.55
Cain
6
1.15
LeA
BU
Mar -Sept
3.00
29.37
88.11
101.33
K
Sept -April
1
50
50.00
57.50
138.11
158.83
Cain
7
3.30
LeA
BU
Mar -Sept
3.00
29.37
88.11
290.76
K
Sept -April
1
50
50.00
165.00
138.11
455.76
Cain
8
4.75
LeA
BU
Mar -Sept
3.00
29.37
88.11
418.52
K
Sept -April
1
50
50.00
237.50
138.11
656.02
Cain
9
2.02
WgB
BU
Mar -Sept
3.90
33.38
130.16
262.93
K
Sept -April
1
50
50.00
101.00
180.16
363.93
Cain
10
1.40
WgB
BU
Mar -Sept
3.90
33.38
130.16
182.23
K
Sept -April
1
50
50.00
70.00
180.16
252.23
Cain
12
3.38
WgB
BC
Mar -Sept
3.90
43.75
170.63
576.71
K
Sept -April
1
50
50.00
169.00
220.63
745.71
Cain
13
5.33
WgB
BC
Mar -Sept
3.90
43.75
170.63
909.43
K
Sept -April
1
50
50.00
266.50
220.63
1175.93
Cain
14
4.07
WgB
BC
Mar -Sept
3.90
43.75
170.63
694.44
K
Sept -April
1
50
50.00
203.50
220.63
897.94
Cain
15
4.14
WgB
BC
Mar -Sept
3.90
43.75
170.63
706.39
K
Sept -April
1
50
50.00
207.00
220.63
913.39
Cain
16
3.26
WgB
BC
Mar -Sept
3.90
43.75
170.63
556.24
K
Sept -April
1
50
50.00
163.00
220.63
719.24
Cain
18
3.03
WgB
BC
Mar -Sept
3.90
43.75
170.63
516.99
K
Sept -April
1
50
50.00
151.50
220.63
668.49
Cain
19
3.70
WgB
BC
Mar -Sept
3.90
43.75
170.63
631.31
K
Sept -April
1
50
50.00
185.00
220.63
816.31
Cain
20
0.83
WgB
BC
Mar -Sept
3.90
43.75
170.63
141.62
K
Sept -April
1
50
50.00
41.50
220.63
183.12
Cain
21
2.71
WgB
BC
Mar -Sept
3.90
43.75
170.63
462.39
K
Sept -April
1
50
50.00
135.50
220.63
597.89
Cain
22
4.27
WgB
BU
Mar -Sept
3.90
33.38
130.16
555.79
K
Sept -April
1
50
50.00
213.50
180.16
769.29
Cain
23
5.03
WgB
BU
Mar -Sept
3.90
33.38
130.16
654.72
K
Sept -April
1
50
50.00
251.50
180.16
906.22
Cain
24
3.99
WgB
BU
Mar -Sept
3.90
33.38
130.16
519.35
K
Sept -April
1
50
50.00
199.50
180.16
718.85
Cain
25
4.56
WgB
BU
Mar -Sept
3.90
33.38
130.16
593.54
K
Sept -April
1
50
50.00
228.00
180.16
821.54
Cain
26
4.56
WgB
BU
Mar -Sept
3.90
33.38
130.16
593.54
K
Sept -April
1
50
50.00
228.00
180.16
821.54
Cain
27
4.56
Wg8
BU
Mar -Sept
3.90
33.38
130.16
593.54
K
Sept -April
1
50
50.00
228.00
180.16
821.54
Cain
28
4.56
WgB
BC
Mar -Sept
3.90
43.75
170.63
778.05
K
Sept -April
1
50
50.00
228.00
220.63
1006.05
Cain
29
4.56
WgB
BC
Mar -Sept
3.90
43.75
170.63
778.05
K
Sept -April
1
50
50.00
228.00
220.63
1006.05
Cain
30
3.78
WgB
BC
Mar -Sept
3.90
43.75
170.63
644.96
K
Sept -April
1
50
50.00
189.00
220.63
833.96
Cain
31A
0.99
WgB
BC
Mar -Sept
3.90
43.75
170.63
168.92
K
Sept -April
1
50
50.00
49.50
220.63
218.42
Cain
31b
3.10
WgB
BC
Mar -Sept
3.90
43.75
170.63
528.94
K
Sept -April
1
50
50.00
155.00
220.63
683.94
Cain
32
2.87
WgB
C
Mar -Sept
3.90
50.00
195.00
559.65
K
Sept -April
1
50
50.00
143.50
245.00
703.15
Cain
33
4.02
WgB
C
Mar -Sept
3.90
50.00
195.00
783.90
K
Sept -April
1
50
50.00
201.00
245.00
984.90
Cain
34
4.23
WgB
C
Mar -Sept
3.90
50.00
195.00
824.85
K
Sept -April
1
50
50.00
211.50
245.00
1036.35
Cain
35
4.50
WgB
C
Mar -Sept
3.90
50.00
195.00
877.50
K
Sept -April
1
50
50.00
225.00
245.00
1102.50
Cain
36
4.71
WgB
C
Mar -Sept
3.90
50.00
195.00
918.45
K
Sept -April
1
50
50.00
235.50
245.00
1153.95
Cain
37
4.15
WgB
C
Mar -Sept
3.90
50.00
195.00
809.25
K
Sept -April
1
50
50.00
207.50
245.00
1016.75
Cain
subs
5.83
LeA/Ce
BU
Mar -Sept
3.75
31.37
117.64
685.83
K
Sept -April
1
50
50.00
291.50
167.64
977.33
Cain
sub3
8.42
LeA/WgB
BU
Mar -Sept
3.45
31.37
108.23
911.27
K
Sept -April
1
50
50.00
421.00
158.23
1332.27
Cain
sub4
5.70
WgB
BC
Mar -Sept
3.90
43.75
170.63
972.56
K
Sept -April
1
50
50.00
285.00
220.63
1257.56
Cain
sub5
4.76
WgB
BC
Mar -Sept
3.90
43.75
170.63
812.18
K
Sept -April
1
50
50.00
238.00
220.63
1050.18
Cain
sub6SWG
5.72
WgB
BU
Mar -Sept
3.90
33.38
130.16
744.53
K
Sept -April
1
50
50.00
286.00
180.16
1030.53
Cain
sub6C
5.72
WgB
C
Mar -Sept
3.90
50.00
195.00
1115.40
K
Sept -April
1
50
50.00
286.00
245.00
1401.40
Cain
sub7
3.36
WgB
C
Mar -Sept
3.90
50.00
195.00
655.20
K
Sept -April
1
50
50.00
168.00
245.00
823.20
Cain
isn't
4.78
WgB
Pines
Mar -Nov
1.00
60.00
60.00
286.80
0.00
0.00
60.00
286.80
Totals: 172.55 25779.35 8388.50 34187.85
3(a) of 11

Reception Area Specifications
Tract Field Irrigated Soil 1st Crop Time to 1st Crop 1st Crop Lbs N/Ac Lbe N Total IbsN
Acreage Type Code Apply Yield Ibs N/Unit Residual Mc 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 lbs N
Utilized
Totals: 0
0
0 0
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
A Barley
B Grazed Hybrid Bermudagrass
C Hybrid Bermudagrass Hay
B/C Comb. Hybrid Bermudagrass
D Corn - Grain
E Corn - Silage
F Cotton
G Grazed Fescue
H Fescue Hay
Oats
J Rye
K Grazed Overseed
L Overseed Hay
M Grain Sorghum
N Wheat
O Soybean
P Pine Trees
S Small Grain
CC Cover Crop
SWG Swithgrass
BU Grazed Bermuda/Crabgrass
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.
Description -Harvested As
Grain Crop
Pasture/Grazed
Hay
Graze/Hay Combination
Grain Crop
Silage
Cotton Lint
Pasture/Grazed
Hay
Grain Crop
Grain Crop
Pasture/Grazed (Seeded in Bermudagrass)
Hay (Seeded in Bermudagrass)
Grain Crop
Grain Crop
Grain Crop
Pine Trees
Grain Crop/ Hay (After Grain Crop)
Not Harvested; Burned/Disked In
Biomass Crop
Pasture/Grazed
See attached map showing the fields to be used for the utilization of animal waste.
4 of 11

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications
PAN/yr/animal Farm Total/yr
2500 Farrow to Wean 0.8
Farrow to Feeder 0.96
Farrow to Finish 3.9
7000 Wean to Feeder 0.07
Wean to Finish 0.27
10000 Feeder to Finish 0.34
Gilts 0.39
Boars 0.55
2000
490
3400
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 5890 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 29450 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 98 acreas of land. If you apply the sludge
to com at a rate of 125 pounds per acre, you will need 235.6 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
Tract Hydrant Type Crop in/hr * Inches
Cain 2 LeA BU 0.65 1
Cain 3 Ce BU 0.75 1
Cain 4 LeA BU 0.65 1
Cain 5A Ce BU 0.75 1
Cain 5B LeA BU 0.65 1
Cain 6 LeA BU 0.65 1
Cain 7 LeA BU 0.65 1
Cain 8 LeA BU 0.65 1
Cain 9 WgB BU 0.75 1
Cain 10 WgB BU 0.75 1
Cain 12 WgB BC 0.75 1
Cain 13 WgB BC 0.75 1
Cain 14 WgB BC 0.75 1
Cain 15 WgB BC 0.75 1
Cain 16 WgB BC 0.75 1
Cain 18 WgB BC 0.75 1
Cain 19 WgB BC 0.75 1
Cain 20 WgB BC 0.75 1
Cain 21 WgB BC 0.75 1
Cain 22 WgB BU 0.75 1
Cain 23 WgB BU 0.75 1
Cain 24 WgB BU 0.75 1
Cain 25 WgB BU 0.75 1
Cain 26 WgB BU 0.75 1
Cain 27 WgB BU 0.75 1
Cain 28 WgB BC 0.75 1
Cain 29 WgB BC 0.75 1
Cain 30 WgB BC 0.75 1
Cain 31A WgB BC 0.75 1
Cain 31 b WgB BC 0.75 1
Cain 32 WgB C 0.75 1
Cain 33 WgB C 0.75 1
Cain 34 WgB C 0.75 1
Cain 35 WgB C 0.75 1
Cain 36 WgB C 0.75 1
Cain 37 WgB C 0.75 1
Cain sub1 LeA/Ce BU 0.65 1
Cain sub3 LeA/WgB BU 0.65 1
Cain sub4 WgB BC 0.75 1
Cain sub5 WgB BC 0.75 1
Cain sub6SWG WgB BU 0.75 1
Cain sub6C WgB C 0.75 1
Cain sub7 WgB C 0.75 1
Cain Iso1 WgB Pines 0.75 1
6 of 11

Additional Comments:
This plan revised to show a crop change from switchgrass to grazed
bermudagrass/crabgrass mix for all fields previously in switchgrass, and
reflects the current production and application rates as listed on the NCSU
Nutrient Management website. All other parameters remained the same.
7 of 11

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: Cain Complex; AWS090004
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. Uwe 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.
Signature:
/0a4,4,70,10.,/
Name of Manager (if different from owner):
Signature:
Date
Name of Technical Specialist:
Affiliation:
Address:
Signature:
Date
Toni W. King
Murphy -Brown, LLC.
2822 Hwy 24 West, PO Drawer 856
Warsaw, NC 28398
Telephone: [phone]
A4.
8 of 11
/// /Zoir
Date

NUTRIENT UTILIZATION PLAN
1
2
3
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 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.
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.
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.
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
9 Animal waste shall be applied on actively growing crops in such a manner that the crop is not
covered with waste to a depth that would inhibit growth. The potential for salt damage from
animal waste should also be considered.
10 Nutrients from waste shall not be applied in fall or winter for spring planted crops on soils with a
high potential for leaching. Waste/nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall
not be applied more than 30 days prior to planting of the crop or forages breaking dormancy.
11 Any new swine facility sited on or after October 1, 1995 shall comply with the following: The
outer perimeter of the land area onto which waste is applied from a lagoon that is a component of
a swine farm shall be at least 50 feet from any residential property boundary and canal. Animal
waste, other than swine waste from facilities sited on or after October 1, 1995, shall not be
applied closer 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.
lOof 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

0
V.e1& 1 IQ.b4 ac.
Total Field = 18.51 Ac.
.F;c IL z
4(.#
Sow Farm Vo
S te%
/100
Onsets
I Fte k.3
Total Field = 25.11 Ac.
0
Cr
\ 1b111t
55 1?01 �. ..
•aD.s $¢a
15. %15
Cain_ Farm
1 Scale: =500'
Depal
�pns
F;c1d5 14,y9;
Total Field = 21.24 AC
h
a
0
0
I Lib
'1 ' 0 43
Total Field = 16.13 Ac.
Lagoon Nursery
Walls ./I oltrr
i.n 1Z V `\1. 50 acre%
Total Field - 58.94 Ac.
Total Field - 27.84 Ac.

/ C,‘•
-
I
I: 1,

AWS090004
Property Line
NHD Flowline
Connector
Ditch
- Pipeline
Stream
- Artificial Path
- Coastline
NRCS Soils
NHD Waterbody
Playa
Ice Mass
Lake/Pond
Reservoir
Swampmarsh
Estuary
Cain Complex
882 Opportunity Ln
White Oak, NC 28399
Longitude: -78.672114
Latitude: 34.760446
0 550 1,100 2,200 Feet
1 1 1 1 I 1 1 1
1 in = 0.2 miles
1:12,690
This Map Was Created By Garrett Melvin on 4/29/2015
Using Data Frorn USDA USGS, NC OneMap, Bladen County GIS,
NC-DENR. and The Murphy -Brown LLC Engineering Dept
__ty(.n,r�.tin•.f#1+��•}IR:S;N.t'LN1^3'i17�,�.t:LbrWt�Ym:.:<gyg;2 obi

Grower: Cain Sow Farm
Address: PO Box 856
Warsaw, NC 28398
County: Duplin
Designed By: KBW
Checked By: DSE
Date:
Sheet 1 of 7
12/22/08
ANAEROBIC WASTE
FARM INFORMATION
Nursery:
Wean to Finish:
Finishing:
Farrow to weanling:
Farrow to feeder:
Farrow to finish:
Boars:
Storage Period:
25 Yr. / 24 Hr Storm Event
"Heavy Rain" Factor
Rainfall in Excess of Evaporation
Additional Water Usage:
Additional Drainage Area:
LAGOON DESIGN
Farm Population:
Not Applicable
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape? (Y/N)
Does Operator Want Emergency Spillway? (YIN)
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:
Top of Dike Elevation:
Finished Bottom Elevation:
Start Pump Elevation:
Stop Pump Elevation:
LAGOON VOLUME
Storm Stor =
Temporary =
Permanent =
Total Volume =
Not ApplicGuk;
Y
N
Y
N
0
0
0
2517 Hd.
0
0
0
51 Days
7.0 In.
7,0 In.
0
0
0.00
1.0 Ft.
3 :1 (H:V)
Press ALT-C to Download 0.0
contour areas see sheet 2 of 7.. 0.0
Depth 99.23 Ft.
7.23 Ft. 92.00 Ft,
19.32 In. 97.62 Ft.
30.96 In. 96.65 Ft.
REQUIRED VOL.
138641 (Cu.Ft.)
214051 (Cu.Ft.)
1089861 (Cu.Ft.)
1,442,553 (Cu.Ft.)
DESIGN VOLUMES % REQ'D.
139,054 (Cu.Ft.)
215,151 (Cu.Ft.)
1,091,970 (Cu.Ft.)
1,446,174 (Cu.Ft.)
1/2 Treatment Volume =
1/2 Treatment Volume Elevation =
90 Temporary Storage Volume Elevation =
544,931 (Cu.Ft.)
94.03 Ft.
NIA Ft.
Min, Required Liner Thickness
Lagoon Surface Area: (Inside TOD)
100.30%
100.51
100.19%
100.25%
62.44 In.
N/A In.
1.5 Ft.
237,671 S.F.
Murphy -Brown, LLC Engineering
P.O. Box 856,Warsaw, NC 28398
[phone]

Elevation (FT.),
92.00
93.00
94.00
95.00
96.00
97.00
98.00
99.00
Grower:
Address:
County:
Cain Sow Farm
PO Box 856
Warsaw, NC 28398
Duplin
Designed By: KBW
Checked By: DSE
Date: 12/22/08
Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: I 168U8ujCu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Area (SF) Incr. Vol. (Cu. FT)
175,454
187,273
197,162
204,614
212,623
220,595
228,881
237,671
These volumes were calculated
181,364
192,218
200,888
208,619
216,609
224,738
233,276
Cumul. Vol. (Cu. FT)
168,086
349,450
541,667
742,555
951,174
1,167,783
1,392,521
1,625,797
using the vertical average end area method.
TOTAL READ VOL 1,442,553 CF
CUMULATIVE VOL.
ZONE VOL. 100.25%
END PUMP = _ = =
START PUMP = _
MAX STORAGE =
96.65
97.62
98.23
FT
FT
FT
1,091,970 CF TR'MT
1,307,120 CF TEMP
1,446,174 CF STORM
1,091,970 100.19%
215,151 100.51%
139,054 100.30%
Murphy -Brown, LLC Engineering
P.O. Box 856 ,Warsaw, NC 28398
[phone]

Grower: Cain Sow Farm
Address: PO Box 856
Warsaw, NC 28398
County: Duplin
Designed By: KBW
Checked By: DSE
Date: 12/22/08
Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
Animal Type Capacity * ALW * (cu.ft./Ib) = Total
Nursery
0
30
1.00
0
Wean to Finish
0
115
1.00
0
Finishing
0
135
1.00
0
Farrow to weanling
2,517
433
1.00
1,089,861
Farrow to feeder
0
522
1.00
0
Farrow to finish
0
1,417
1.00
0
Boars
0
400
1.00
0
Total Required Treatment Volume (cu. ft.)=
Sludge Storage Volume:
1,089,861
Animal Type Capacity * ALW * (cult./lb) = Total
Nursery
0
30
0.00
0
Wean to Finish
0
115
0.00
0
Finishing
0
135
0.00
0
Farrow to weanling
2,517
433
0.00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
0
1,417
0.00
0
Boars
0
400
0.000
0
Total Required Sludge Storage Volume (cu. ft.)=
Temporary S oracle Volume:
Manure Production:
0
Animal Type Capacity * Sto. Period d./day) = Total
Nursery
0
51
0.30
0
Wean to Finish
0
51
1.17
0
Finishing
0
51
1.37
0
Farrow to weanling
2,517
51
4.39
564,064
Farrow to feeder
0
51
5.30
0
Farrow to finish
0
51
14.38
0
Boars
0
51
4.06
0
Total Manure Product on (gals.)=
Total Manure Production (cu.ft.)=
Excess Fresh Water:
564,064
75,410
Animal Type Capacity * Sto. Period d./day) = Total
Nursery
0
51
0.00
0
Wean to Finish
0
51
0.00
0
Finishing
0
51
0.00
0
Farrow to weanling
2,517
51
0.00
0
Farrow to feeder
0
51
0.00
0
Farrow to finish
0
51
0.00
0
Boars
0
51
0.00
0
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=
0
0
Murphy -Brown, LLC Engineering
P.O. Box 856, Warsaw NC 28398
[phone]

Grower: Cain Sow Farm Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/22/08
County: Duplin Sheet 4 of 7
Temporary Storage Volume: (Cont.l
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft
Vol.= (237671 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)=
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (237671 sq.ft + 0 sq.ft.) * 7.0 in. /12 in./ft.
Total Required Volume for 25Yr./24Hr. Storm Event (cu.ft)=
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (237671 sq.ft + 0 sq.ft.) ' 0.0 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) =
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
0
Total Required Storm Storage
(25Yr. / 24Hr. Storm + 'Heavy Rain')=
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) =
Total Required Permanent Storage
(Treatment + Sludge) =
TOTAL REQUIRED VOLUME = 1442553 (CU.FT.)
138,641
138,641
138,641 (CU.FT)
214,051 (CU.FT)
1,089,861 (CU.FT)
0
0
Murphy -Brown, LLC Engineering
P.O. Box 856, Warsaw NC 28398
[phone]

Grower: Cain Sow Farm Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/22/08
County: Duplin Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation
Emergency Spillway Crest Elevation
Top of 25Yr. / 24Hr. Storm Storage
Top of "Heavy Rain" Storage
Start Pump Elevation
End Pump Elevation
Top of Sludge Storage
Seasonal High Watertable Elev.
Finished Bottom Elevation
Inside Top Length
Inside Top Width
Side Slopes
Lagoon Surface Area
Min. Liner Thickness (if required)
Freeboard Depth
Temporary Storage Period
Zone Depths:
TOTAL DESIGN VOLUME = 1446174 (CU.FT.)
Treatment / Sludge Storage Zone Depth
Temporary Storage Zone Depth
Freeboard / Storm Storage Zone Depth
Total Lagoon Depth
99.23 FT.
Not AI Applicable
98.23 FT.
Not Applicable
97.62 FT.
96.65 FT.
Not Applicable
0.00
92.00 FT.
Not Applicable
Not Applicable
3:1 H:V
237,671 SF
1.5 FT.
1.00 FT.
51 Days
4.7 FT.
1.0 FT.
1.6 FT.
7.2 FT.
Murphy -Brown, LLC Engineering
P.O. Box 856, Warsaw NC 28398 [phone]

Grower:
Address:
County:
Cain Sow Farm
PO Box 856
Warsaw, NC 28398
Duplin
Designe KBW
Checker DSE
Date: 12/22/08
Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV = 99.23
STRT PMP EL.= 97.62
END PMP EL. = 96.65
TOP OF STORM ELEV = 98.23
TOP OF TEMP STORAGE ELEV = 97.62
TOP OF TREAT ELEV = 96.65
FINISHED BOTTOM ELEV = 92.00
/\
SHWT = 0.00
Murphy -Brown, LLC Engineering
P.O. Box 856, Warsaw NC 28398
[phone]

Grower: Cain Sow Farm Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/22/08
County: Duplin Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
DESIGNED:
DATE
NOTE: See attached Waste Utilization Plan
1202/or
COMMENTS: The lagoon has been designed as an irregular shape.
�iiinnurra.
,•PQN CAij',
p , FEss/oti,
SEAL.
023994
;�GINFEP'
s
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.
Atli, Ern,' AS ! i:i
Murphy -Brown, LLC Engineering
P.O. Box 856, Warsaw NC 28398
[phone]

Grower: Cain Nursery
Address: PO Box 856
Warsaw, NC 28398
County: Duplin
ANAEROBIC
FARM INFORMATION
Nursery:
Wean to Finish:
Finishing:
Farrow to weanling:
Farrow to feeder:
Farrow to finish:
Boars:
Storage Period:
25 Yr. / 24 Hr Storm Event
"Heavy Rain" Factor
Rainfall in Excess of Evaporation
Additional Water Usage:
Additional Drainage Area:
WASTE
Designed By: KBW
Checked By: DSE
Date:
Sheet 1 of 7
LAGOON DESIGN
Farm Population:
Not Applicable
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape? (Y/N)
Does Operator Want Emergency Spillway? (Y/N)
Was This Design Built Prior to Sept. 1996? (Y/N)
Is Drain Tile Req'd to Lower SHWT? (Y/N)
Seasonal High Water Table Elev:
Freeboard:
Emergency Spillway Flow Depth:
Side Slopes:
Top of Dike Elevation:
Finished Bottom Elevation:
Start Pump Elevation:
Stop Pump Elevation:
LAGOON VOLUME
Storm Stor =
Temporary =
Permanent =
Total Volume =
/,}i1Jlicaulc.
Y
N
Y
N
12/22/08
7000 Hd.
0
0
0
0
0
0
180 Days
7.5 In.
7.0 In.
0
0
0.00
1.0 Ft.
3 :1 (H:V)
Press ALT-C to Download 0.0
contour areas see sheet 2 of 7... 0.0
Depth 97.63 Ft.
7.63 Ft. 90.00 Ft.
20.4 In. 95.93 Ft.
51.24 In. 93.36 Ft.
REQUIRED VOL.
45011 (Cu.Ft.)
93293 (Cu.Ft.)
210000 (Cu.Ft.)
348,304 (Cu.Ft.)
DESIGN VOLUMES % REQ'D.
45,242 (Cu.Ft.)
149,840 (Cu.Ft.)
210,142 (Cu.Ft.)
405,225 (Cu.Ft.)
1/2 Treatment Volume =
1/2 Treatment Volume Elevation =
90 Temporary Storage Volume Elevation =
105,000 (Cu.Ft.)
91.31 Ft.
94.82 Ft.
Min. Required Liner Thickness
Lagoon Surface Area: (Inside TOD)
100.51%
160.61
100.07%
116.34%
75.90 In.
33.71 In.
1.5 Ft.
72,017 S.F.
Murphy -Brown, LLC Engineering
P.O. Box 856 ,Warsaw, NC 28398
[phone]

Elevation (FT.)
90.00
91.00
92.00
93.00
94.00
95.00
96.00
97.00
97.63
Grower: Cain Nursery
Address: PO Box 856
Warsaw, NC 28398
County: Duplin
Designed By: KBW
Checked By: DSE
Date: 12/22/08
Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: num Cu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Area (SF)
43,455
47,077
50,106
53,067
56,169
59,537
63,112
66,885
72,017
These volumes were calculated
Incr. Vol. (Cu. FT)
45,266
48,592
51,587
54,618
57,853
61,325
64,999
43,754
Cumul. Vol. (Cu. FT)
45,036
90,302
138,894
190,480
245,098
302,951
364,276
429,274
473,028
using the vertical average end area method.
TOTAL REQD VOL 348,304 CF
CUMULATIVE VOL.
ZONE VOL. 116.34%
END PUMP = = = =
START PUMP = _
MAX STORAGE =
93.36
95.93
96.63
FT
FT
FT
210,142 CF TR'MT
359,983 CF TEMP
405,225 CF STORM
210,142 100.07%
149,840 160.61%
45,242 100.51%
Murphy -Brown, LLC Engineering
P.O. Box 856 ,Warsaw, NC 28398
[phone]

Grower: Cain Nursery
Address: PO Box 856
Warsaw, NC 28398
County: Duplin
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent S oracle:
Required Treatment Volume:
Designed By: KBW
Checked By: DSE
Date: 12/22/08
Sheet 3 of 7
Animal Type Capacity * ALW * (cu.ft./Ib) = Total
Nursery
7,000
30
1.00
210,000
Wean to Finish
0
115
1.00
0
Finishing
0
135
1.00
0
Farrow to weanling
0
433
1.00
0
Farrow to feeder
0
522
1.00
0
Farrow to finish
0
1,417
1.00
0
Boars
0
400
1.00
0
Total Required Treatment Volume (cu. f .)_
Sludge Storage Volume:
210,000
Anima Type Capacity * ALW (cu.ft./Ib) = Total
Nursery
7,000
30
0.00
0
Wean to Finish
0
115
0.00
0
Finishing
0
135
0.00
0
Farrow to weanling
0
433
0.00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
0
1,417
0.00
0
Boars
0
400
0.000
0
Total Required Sludge Storage Volume (cu. ft.)=
Temporary S oracle Volume:
Manure Production:
0
Animal Type Capacity * Sto. Period d./day) = Total
Nursery
7,000
180
0.30
383,600
Wean to Finish
0
180
1.17
0
Finishing
0
180
1.37
0
Farrow to weanling
0
180
4.39
0
Farrow to feeder
0
180
5.30
0
Farrow to finish
0
180
14.38
0
Boars
0
180
4.06
0
Total Manure Production (gals.)=
Total Manure Production (cu.ft.)=
Excess Fresh Water:
383,600
51,283
Animal Type Capacity * Sto. Period diday) = Total
Nursery
7,000
180
0.00
0
Wean to Finish
0
180
0.00
0
Finishing
0
180
0.00
0
Farrow to weanling
0
180
0.00
0
Farrow to feeder
0
180
0.00
0
Farrow to finish
0
180
0.00
0
Boars
0
180
0.00
0
Total Fresh Water Excess (gals.)»
Total Fresh Water Excess (cu.ft.)=
0
0
Murphy -Brown, LLC Engineering
P.O. Box 856, Warsaw NC 28398
[phone]

Grower: Cain Nursery Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/22/08
County: Duplin Sheet 4 of 7
Temporary Storag_e Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area)' Rainfall / 12in./ft
Vol.= (72017 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)=
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (72017 sq.ft + 0 sq.fl.) * 7.5 in. /12 in./ft.
Total Required Volume for 25Yr./24Hr. Storm Event (cu.ft)=
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (72017 sq.ft + 0 sq.ft.) * 0.0 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) =
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
0
Total Required Storm Storage
(25Yr. / 24Hr. Storm + 'Heavy Rain')=
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) =
Total Required Permanent Storage
(Treatment + Sludge) =
TOTAL REQUIRED VOLUME = 348304 (CU.FT.)
42,010
45,011
45,011 (CU.FT)
93,293 (CU.FT)
210,000 (CU.FT)
0
0
Murphy -Brown, LLC Engineering
P.O. Box 856, Warsaw NC 28398
[phone]

Grower: Cain Nursery Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/22/08
County: Duplin Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation
Emergency Spillway Crest Elevation
Top of 25Yr. / 24Hr. Storm Storage
Top of "Heavy Rain" Storage
Start Pump Elevation
End Pump Elevation
Top of Sludge Storage
Seasonal High Watertable Elev.
Finished Bottom Elevation
Inside Top Length
Inside Top Width
Side Slopes
Lagoon Surface Area
Min. Liner Thickness (if required)
Freeboard Depth
Temporary Storage Period
Zone Depths:
TOTAL DESIGN VOLUME = 405225 (CU.FT.)
Treatment / Sludge Storage Zone Depth
Temporary Storage Zone Depth
Freeboard / Storm Storage Zone Depth
Total Lagoon Depth
97.63 FT.
Not AiApplicable
96.63 FT.
Not Applicable
95.93 FT.
93.36 FT.
Not Applicable
0.00
90.00 FT.
Not Applicable
Not Applicable
3:1 H:V
72,017 SF
1.5 FT.
1.00 FT.
180 Days
3.4 FT.
2.6 FT.
1.7 FT.
7.6 FT.
Murphy -Brown, LLC Engineering
P.O. Box 856, Warsaw NC 28398
[phone]

Grower:
Address:
County:
Cain Nursery
PO Box 856
Warsaw, NC 28398
Duplin
Designe KBW
Checkec DSE
Date: 12/22/08
Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV = 97.63
STRT PMP EL.= 95.93
END PMP EL. = 93.36
TOP OF STORM ELEV = 96.63
TOP OF TEMP STORAGE ELEV = 95.93
TOP OF TREAT ELEV = 93.36
FINISHED BOTTOM ELEV = 90.00
SHWT = 0.00
Murphy -Brown, LLC Engineering
P.O. Box 856, Warsaw NC 28398
{910) 293-3434

Grower: Cain Nursery Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/22/08
County: Duplin Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
NOTE: See attached Waste Utilization Plan
DESIGNED:
COMMENTS: The lagoon has been designed as an irregular shape.
c SEAS r`01.
v
023994
.�• '�4'GiNEEP•••�
,,,rnuiu'''.
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.
A-19),r Fe r,..s As. 6.41/-
Murphy-Brown, LLC Engineering
P.O. Box 856, Warsaw NC 28398
[phone]

Grower: Cain Finisher
Address: PO Box 856
Warsaw, NC 28398
County: Duplin
Designed By: KBW
Checked By: DSE
Date:
Sheet 1 of 7
12/22/08
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
Nursery:
Wean to Finish:
Finishing:
Farrow to weanling:
Farrow to feeder:
Farrow to finish:
Boars:
Storage Period:
25 Yr. / 24 Hr Storm Event
"Heavy Rain" Factor
Rainfall in Excess of Evaporation
Additional Water Usage:
Additional Drainage Area:
Farm Population:
Not Applicable
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape? (YIN)
Does Operator Want Emergency Spillway? (YIN)
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:
Top of Dike Elevation:
Finished Bottom Elevation:
Start Pump Elevation:
Stop Pump Elevation:
LAGOON VOLUME
Storm Stor =
Temporary =
Permanent =
Total Volume =
Applicsblu
Press ALT-C to Download
contour areas see sheet 2 of 7
Depth
BOTTOM E 12.14 Ft.
19.92 In,
60.48 In.
REQUIRED VOL.
164542 (Cu.Ft.)
483252 (Cu.Ft.)
1350000 (Cu.Ft.)
1,997,793 (Cu.Ft.)
DESIGN VOLUMES
166,910 (Cu.Ft.)
806,278 (Cu.Ft.)
1,350,429 (Cu.Ft.)
2,323,618 (Cu.Ft.)
Y
N
Y
N
1/2 Treatment Volume =
1/2 Treatment Volume Elevation =
90 Temporary Storage Volume Elevation =
675,000 (Cu.Ft.)
87.80 Ft.
93.20 Ft.
Min. Required Liner Thickness
Lagoon Surface Area: (Inside TOD)
0
0
10000 Hd.
0
0
0
0
180 Days
7.5 In.
7.0 In.
0
0
0.00
1.0 Ft.
3 :1 (H:V)
0.0
0.0
96.14 Ft.
84.00 Ft.
94.48 Ft.
91.10 Ft.
% REQ'D.
101.44%
166.84%
100.03%
116.31%
100.08 In.
35.32 In.
1.8 Ft.
263,267 S.F.
Murphy -Brown, LLC Engineering
P.O. Box 856 ,Warsaw, NC 28398
[phone]

Elevation (FT.)
90.00
91.00
92.00
93.00
94.00
95.00
96.00
Grower: Cain Finisher
Address: PO Box 856
Warsaw, NC 28398
County: Duplin
Designed By: KBW
Checked By: DSE
Date: 12/22/08
Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: WEEM Cu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Area (SF)
219,135
225,729
232,549
239,592
247,228
255,159
263,267
These volumes were calculated
Incr. Vol. (Cu. FT)
222,432
229,139
236,071
243,410
251,194
259,213
Cumul. Vol. (Cu. FT)
1,105,083
1,327,515
1,556,654
1,792,725
2,036,135
2,287,328
2,546,541
using the vertical average end area method.
TOTAL REQD VOL 1,997,793 CF
END PUMP = = = _
START PUMP = _
MAX STORAGE =
91.10
94.48
95.14
FT
FT
FT
CUMULATIVE VOL.
1,350,429 CF TR'M
2,156,707 CF TEM
2,323,618 CF STO
T
P
RM
ZONE VOL. 116.31%
1,350,429
806,278
166,910
100.03%
166.84%
101.44%
Murphy -Brown, LLC Engineering
P.O. Box 856 ,Warsaw, NC 28398
[phone]

Grower: Cain Finisher
Address: PO Box 856
Warsaw, NC 28398
County: Duplin
Designed By: KBW
Checked By: DSE
Date: 12/22/08
Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
Animal Type Capacity * ALW * (cu.ft./Ib) = Total
Nursery
0
30
1.00
0
Wean to Finish
0
115
1.00
0
Finishing
10,000
135
1.00
1,350,000
Farrow to weanling
0
433
1.00
0
Farrow to feeder
0
522
1.00
0
Farrow to finish
0
1,417
1.00
0
Boars
0
400
1.00
0
Total Required Treatment Volume (cu. ft.)=
Sludge Storage Volume:
1,350,000
Animal Type Capacity ALW * (cu.ft./Ib) = Total)
Nursery
0
30
0.00
0
Wean to Finish
0
115
0.00
0
Finishing
10,000
135
0.00
0
Farrow to weanling
0
433
0.00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
0
1,417
0.00
0
Boars
0
400
0.000
0
Total Required Sludge Storage Volume (cu. flit" 0
Temporary Storage Volume:
Manure Production:
Animal Type Capacity * Sto. Period d./day) = Total
Nursery
0
180
0.30
0
Wean to Finish
0
180
1.17
0
Finishing
10,000
180
1.37
2,466,000
Farrow to weanling
0
180
4.39
0
Farrow to feeder
0
180
5.30
0
Farrow to finish
0
180
14.38
0
Boars
0
180
4.06
0
Total Manure Product on (gals.)=
Total Manure Product on (cu.ft.)=
Excess Fresh Water:
2,466,000
329,679
Animal Type Capacity * Sto. Period d./day) = Total
Nursery
0
180
0.00
0
Wean to Finish
0
180
0.00
0
Finishing
10,000
180
0.00
0
Farrow to weanling
0
180
0.00
0
Farrow to feeder
0
180
0.00
0
Farrow to finish
0
180
0.00
0
Boars
0
180
0.00
0
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=
0
0
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398
[phone]

Grower: Cain Finisher Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/22/08
County: Duplin Sheet 4 of 7
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) " Rainfall / 12in./ft
Vol.= (263267 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)=
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area)* 25Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (263267 sq.ft + 0 sq.ft.) ` 7.5 in. /12 in./ft.
Total Required Volume for 25Yr./24Hr. Storm Event (cu.ft)=
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (263267 sq.ft + 0 sq.ft.) " 0.0 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) =
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
0
Total Required Storm Storage
(25Yr. / 24Hr. Storm + 'Heavy Rain')=
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) =
Total Required Permanent Storage
(Treatment + Sludge) =
TOTAL REQUIRED VOLUME = 1997793 (CU.FT.)
153,572
164,542
164,542 (CU.FT)
483,252 (CU.FT)
1,350,000 (CU.FT)
0
0
Murphy -Brown, LLC Engineering
P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Cain Finisher Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/22/08
County: Duplin Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation
Emergency Spillway Crest Elevation
Top of 25Yr. / 24Hr. Storm Storage
Top of "Heavy Rain" Storage
Start Pump Elevation
End Pump Elevation
Top of Sludge Storage
Seasonal High Watertable Elev.
Finished Bottom Elevation
Inside Top Length
Inside Top Width
Side Slopes
Lagoon Surface Area
Min. Liner Thickness (if required)
Freeboard Depth
Temporary Storage Period
Zone Depths:
TOTAL DESIGN VOLUME = 2323618 (CU.FT.)
Treatment / Sludge Storage Zone Depth
Temporary Storage Zone Depth
Freeboard / Storm Storage Zone Depth
Total Lagoon Depth
96.14 FT.
Not AI Applicable
95.14 FT.
Not Applicable
94.48 FT.
91.10 FT.
Not Applicable
0.00
84.00 FT.
Not Applicable
Not Applicable
3:1 H:V
263,267 SF
1.8 FT.
1.00 FT.
180 Days
7.1 FT.
3.4 FT.
1.7 FT.
12.1 FT.
Murphy -Brown, LLC Engineering
Y.O. Box 856, Warsaw NG 28398 [phone]

Grower:
Address:
County:
Cain Finisher
PO Box 856
Warsaw, NC 28398
Duplin
Designe KBW
Checke DSE
Date: 12/22/08
Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV = 96.14
STRT PMP EL.= 94.48
END PMP EL. = 91.10
TOP OF STORM ELEV = 95.14
TOP OF TEMP STORAGE ELEV = 94.48
TOP OF TREAT ELEV = 91.10
FINISHED BOTTOM ELEV = 84.00
SHWT = 0.00
Murphy -Brown, LLC Engineering
P.O. Box 856, Warsaw NC 28398
[phone]

Grower: Cain Finisher Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/22/08
County: Duplin Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
NOTE: See attached Waste Utilization Plan
DESIGNED:
DATE
COMMENTS: The lagoon has been designed as an irregular shape.
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.
Mvrp27 r on,,$ A
Murphy -Brown, LLC Engineering
P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Cain Truck Wash 74434
Address: PO Box 856
Warsaw, NC 28398
County: Duplin
Designed By: KBW
Checked By: DSE
Date:
Sheet 1 of 7
12/22/08
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
Nursery:
Wean to Finish:
Finishing:
Farrow to weanling:
Farrow to feeder:
Farrow to finish:
Boars:
Storage Period:
25 Yr. / 24 Hr Storm Event
"Heavy Rain" Factor
Rainfall in Excess of Evaporation
Additional Water Usage:
Additional Drainage Area:
Farm Population:
Not Applicable
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape?
Does Operator Want Emergency Spillway?
Was This Design Built Prior to Sept. 1996?
Is Drain Tile Req'd to Lower SHWT?
Seasonal High Water Table Elev:
Freeboard:
Emergency Spillway Flow Depth:
Side Slopes:
(Y/N)
(Y/N)
(Y/N)
(Y/N)
Hot Applicable
Press ALT-C to Download
contour areas see sheet 2 of 7
Top of Dike Elevation: Depth
Finished Bottom Elevation: BOTTOM E 6,14 Ft.
Start Pump Elevation: 21.96 In.
Stop Pump Elevation: 48.48 In.
LAGOON VOLUME
Storm Stor =
Temporary =
Permanent =
Total Volume =
REQUIRED VOL.
7994 (Cu.Ft.)
9110 (Cu.Ft.)
6750 (Cu.Ft.)
23,854 (Cu.Ft.)
Y
N
Y
N
0
0
50 Hd.
0
0
0
0
180 Days
7.5 In.
7.0 In.
0
0
0.00
1.0 Ft.
3 :1 (H:V)
0.0
0.0
100.14 Ft.
94.00 Ft.
98.31 Ft.
96.10 Ft.
DESIGN VOLUMES % REQ'D.
8,043 (Cu.Ft.)
16,450 (Cu.Ft.)
6,877 (Cu.Ft.)
31,370 (Cu.Ft.)
1/2 Treatment Volume =
1/2 Treatment Volume Elevation =
90 Temporary Storage Volume Elevation =
3,375 (Cu.Ft.)
95.45 Ft.
97.33 Ft.
Min. Required Liner Thickness
Lagoon Surface Area: (Inside TOD)
100.61%
180.58%
101.88%
131.51%
56.27 In.
33.73 In.
1.5 Ft.
12,791 S.F.
Murphy -Brown, LLC Engineering P.O. Box 856 ,Warsaw, NC 28398
[phone]

Elevation (FT.)
95.00
96.00
97.00
98.00
99.00
100.00
100.14
Grower:
Address:
County:
Cain Truck Wash 74434
PO Box 856
Warsaw, NC 28398
Duplin
Designed By: KBW
Checked By: DSE
Date: 12/22/08
Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: I 1242f Cu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Area (SF) Incr. Vol. (Cu. FT)
4,551
5,471 5,011
7,003 6,237
8,804 7,904
10,122 9,463
11,499 10,811
12,791 1,700
Cumul. Vol. (Cu. FT)
1,242
6,253
12,490
20,394
29,857
40,667
42,367
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL 23,854 CF
CUMULATIVE VOL.
ZONE VOL. 131.51%
END PUMP ====
START PUMP = _
MAX STORAGE =
96.10 FT
98.31 FT
99.14 FT
6,877 CF TR'MT
23,327 CF TEMP
31,370 CF STORM
6,877 101.88%
16,450 180.58%
8,043 100.61%
Murphy -Brown, LLC Engineering
P.O. Box 856, Warsaw, NC 28398
[phone]

Grower: Cain Truck Wash 74434
Address: PO Box 856
Warsaw, NC 28398
County: Duplin
Designed By: KBW
Checked By: DSE
Date: 12/22/08
Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
Animal Type Capacity ALW * (cu.ft./Ib) = Total
Nursery
0
30
1.00
0
Wean to Finish
0
115
1.00
0
Finishing
50
135
1.00
6,750
Farrow to weanling
0
433
1.00
0
Farrow to feeder
0
522
1.00
0
Farrow to finish
0
1,417
1.00
0
Boars
0
400
1.00
0
Total Required Treatment Volume (cu. f .)_
Sludge Storage Volume:
6,750
Animal Type Capacity ALW * (cu.ft./Ib) = Total
Nursery
0
30
0.00
0
Wean to Finish
0
115
0.00
0
Finishing
50
135
0.00
0
Farrow to weanling
0
433
0.00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
0
1,417
0.00
0
Boars
0
400
0.000
0
Total Required Sludge Storage Volume (cu. ft.)=
Temporary S orage Volume:
Manure Production:
0
Animal Type Capacity ` Sto. Period d./day) = Total
Nursery
0
180
0.30
0
Wean to Finish
0
180
1.17
0
Finishing
50
180
1.37
12,330
Farrow to weanling
0
180
4.39
0
Farrow to feeder
0
180
5.30
0
Farrow to finish
0
180
14.38
0
Boars
0
180
4,06
0
Total Manure Product'on (gals.)=
Total Manure Production (cu.ft.)=
Excess Fresh Water:
12,330
1,648
Animal Type Capacity' Sto. Period d./day) = Total
Nursery
0
180
0.00
0
Wean to Finish
0
180
0.00
0
Finishing
50
180
0.00
0
Farrow to weanling
0
180
0.00
0
Farrow to feeder
0
180
0.00
0
Farrow to finish
0
180
0.00
0
Boars
0
180
0.00
0
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=
0
0
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398
[phone]

Grower: Cain Truck Wash 74434 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/22/08
County: Duplin Sheet 4 of 7
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area)' Rainfall / 12in./ft
Vol.= (12791 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)=
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area)* 25Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (12791 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 25Yr./24Hr. Storm Event (cu.ft)=
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (12791 sq.ft + 0 sq.ft.) * 0.0 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) _
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
0
Total Required Storm Storage
(25Yr. / 24Hr. Storm + 'Heavy Rain')=
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) =
Total Required Permanent Storage
(Treatment + Sludge) =
TOTAL REQUIRED VOLUME = 23854 (CU.FT.)
7,461
7,994
7,994 (CU.FT)
9,110 (CU.FT)
6,750 (CU.FT)
0
0
Murphy -Brown, LLC Engineering
P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Cain Truck Wash 74434 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/22/08
County: Duplin Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation
Emergency Spillway Crest Elevation
Top of 25Yr. / 24Hr. Storm Storage
Top of "Heavy Rain" Storage
Start Pump Elevation
End Pump Elevation
Top of Sludge Storage
Seasonal High Watertable Elev.
Finished Bottom Elevation
Inside Top Length
Inside Top Width
Side Slopes
Lagoon Surface Area
Min. Liner Thickness (if required)
Freeboard Depth
Temporary Storage Period
Zone Depths:
TOTAL DESIGN VOLUME = 31370 (CU.FT.)
Treatment / Sludge Storage Zone Depth
Temporary Storage Zone Depth
Freeboard / Storm Storage Zone Depth
Total Lagoon Depth
100.14 FT.
Not AiApplicable
99.14 FT.
Not Applicable
98.31 FT.
96.10 FT.
Not Applicable
0.00
94.00 FT.
Not Applicable
Not Applicable
3:1 H:V
12,791 SF
1.5 FT.
1.00 FT.
180 Days
2.1 FT.
2.2 FT.
1.8 FT.
6.1 FT.
Murphy -Brown, LLC Engineering
P.O. Box 856, Warsaw NC 28398 [phone]

Grower:
Address:
County:
Cain Truck Wash 74434
PO Box 856
Warsaw, NC 28398
Duplin
Designe KBW
Checke< DSE
Date: 12/22/08
Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV = 100.14
STRT PMP EL.= 98.31
END PMP EL. = 96.10
TOP OF STORM ELEV = 99.14
TOP OF TEMP STORAGE ELEV = 98.31
TOP OF TREAT ELEV = 96.10
FINISHED BOTTOM ELEV = 94.00
SHWT = 0.00
Murphy -Brown, LLC Engineering
P.O. Box 856, Warsaw NC 28398
[phone]

Grower: Cain Truck Wash 74434 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/22/08
County: Duplin Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
NOTE: See attached Waste Utilization Plan
DESIGNED: ,„, 4--
DATE: )2/2 2/®6
COMMENTS: The lagoon has been designed as an irregular shape.
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, 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
1

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
2

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

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

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

• 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.
6

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.
7

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ)
EMERGENCY MANAGEMENT SERVICES (EMS)
SOIL AND WATER CONSERVATION DISTRICT (SWCD)
NATURAL RESOURCES CONSERVATION SERVICE (NRCS)
COOPERATIVE EXTENSION SERVICE (CES)
ato,`A3?-33O'O
0t0 - €tna.- limo
Ato 3M51
flc) - zy-\ -, - 345't
L>?_L_,5^.,1
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.
8

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?
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.
9

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 basins and
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
residues
() Reduce moisture accumulation within and around
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 (v)Vegetative or wooded buffers:
(v)Recommended best management
practices;
(v)Good judgment and common sense
Animal body
surfaces
Dirty manure ( )Dry floors
covered animals
Floor surfaces Wet manure -covered
floors
(v)Slotted floors;
(V)Waterers located over slotted floors;
(v)Feeders at high end of solid floors;
(V)Scrape manure buildup from floors;
( )Underfloorventilation for drying
Manure collection Urine
pits
Partial microbial
decomposition
(V)Frequent manure removal by flush, pit
recharge or scrape
( )Underfloor ventilation
Ventilation Volatile gases
exhaust fans Dust
(v)Fan maintenance;
(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
lagoon liquid while tanks
are filling
( )Flush tank covers
( )Extend fill lines to near bottom of tanks
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
collection or
junction boxes
Agitation during waste ( )Box Covers
water conveyance
End of drain Agitation during waste
pipes at lagoon water underneath lagoon liquid level
( )Extend discharge point of pipes
Lagoon surfaces
Volatile gas emissions (1)Proper lagoon liquid capacity
Biological mixing (1)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 (1)Irrigate on dry days with little or no wind
nozzles Wind draft (✓)Minimum recommended operation pressure
(1)Pump intake near lagoon liquid surface
( )Pump from second -stage lagoon
AMOC — November 11, 1996
12

Storage tank or
basin surface
Partial microbial ( )Bottom or midlevel loading
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
sludge spreader
outlets
Agitation when spreading
Volatile gas emissions
( )Soil injection of slurry/sludges
( )Wash residual manure from spreader after use
( )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
around facilities
improper drainage
Microbial decomposition of
organic matter
(1)Farm access road maintenance
away from facilities
Manure tracked Poorly maintained access
onto public roads roads
from farm access
(1)Farm access road maintenance
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 NC 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.
`'Vi4411gwner Signature)
13

74431 Cain BMPs 1996.pdf
Created by FREE version of
.fir FolderMill

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
Flush gutters • Accumulation of solids
Lagoons and pits • Crusted solids
Excessive vegetative • Decaying vegetation
growth
Feeders • Feed spillage
AMIC — November 11, 1996, page 1
X
X
Liquid Systems
Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed
Remove bridging of accumulated solids at
discharge
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
Maintain vegetative control along banks of
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter along
water's edge on impoundment's perimeter.
Dry Systems
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
l0-day interval during summer; 15- to 30-day
interval during winter)
74431 Cain BMPs 1996pdf

Insect Control Checklist for Animal Operations
Source
Feed storage
Cause
• Accumulations of feed residues
X
X
BMPs to Control Insects
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)
Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed
Site Specific Practices
Animal holding areas • Accumulations of animal wastes
and feed wastage
Dry manure handling • Accumulations of animal wastes
systems
X
X
Eliminate low areas that trap moisture along
fences 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)
Remove spillage on a routine basis (e.g., 7- to 10-
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 handlin • 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
bpd9661. SdWB u!e3 ICVVL

Swine Farm Waste Management Odor Control Checklist
Source
Farmstead
Cause
• Swine production
X
BMPs to Minimize Odor Site Specific Practices
Vegetative or wooded buffers
Recommended best management practices
Good judgment and common sense
Animal body surfaces • Dirty manure -covered animals
X
Dry floors
Floor surfaces • Wet manure -covered floors
Manure collection pits • Urine
• Partial microbial decomposition
X
X
X
X
II
X
X
Slotted floors
Waterers located over slotted floors
Feeders at high end of solid floors
Scrape manure buildup from floors
Underfloor ventilation for drying
Frequent manure removal by flush, pit recharge,
or scrape
Underfloor ventilation
Ventilation exhaust • Volatile gases
fans
• Dust
X
X
Fan maintenance
Efficient air movement
Indoor surfaces • Dust
X
Washdown between groups of animals
Feed additives
Feeder covers
Feed delivery downspout extenders to feeder
covers
X
Flush tanks • Agitation of recycled lagoon
liquid while tanks are filling
Flush tank covers
Extend fill lines to near bottom of tanks with
anti -siphon vents
Flush alleys • Agitation during wastewater
conveyance
AMOC —November 11, 1996, page 1
Underfloor flush with underfloor ventilation
4Pd9666 SdWB u!eQ L£bbL

Swine Farm Waste Management Odor Control Checklist
Source
Pit recharge points
Lift stations
Outside drain
collection or junction
boxes
Cause
• Agitation of recycled lagoon
liquid while pits are filling
• Agitation during sump tank
filling and drawdown
• Agitation during wastewater
conveyance
BMPs to Minimize Odor
Extend recharge lines to near bottom of pits with
anti -siphon vents
Sump tank covers
Box covers
Site Specific Practices
End of drainpipes at
lagoon
Lagoon surfaces
• Agitation during wastewater
conveyance
• Volatile gas emissions
• Biological mixing
• Agitation
X
X
X
X
X
Extend discharge point of pipes underneath
lagoon liquid level
Proper lagoon liquid capacity
Correct lagoon startup procedures
Minimum surface area -to -volume ratio
Minimum agitation when pumping
Mechanical aeration
Proven biological additives
Irrigation sprinkler
nozzles
• High pressure agitation
• Wind drift
X
X
Irrigate on dry days with little or no wind
Minimum recommended operating pressure
Pump intake near lagoon liquid surface
Pump from second -stage lagoon
Storage tank or basin
surface
• Partial microbial decomposition
• Mixing while filling
• Agitation when emptying
AMOC — November 11, 1996, page 2
Bottom or midlevel loading
Tank covers
Basin surface mats of solids
Proven biological additives or oxidants
JPd9666 SdW9 u!eQ 6EbbL

Swine Farm Waste Management Odor Control Checklist
Source
Settling basin surface
Manure, slurry, or
sludge spreader outlets
Cause
• Partial microbial decomposition
• Mixing while filling
• Agitation when emptying
• Agitation when spreading
• Volatile gas emissions
BMPs to Minimize Odor
Extend drainpipe outlets underneath liquid level
Remove settled solids regularly
Soil injection of slurry/sludges
Wash residual manure from spreader after use
Proven biological additives or oxidants
Site Specific Practices
Uncovered manure,
slurry, or sludge on
field surfaces
• Volatile gas emissions while
drying
Soil injection of slurry/sludges
Soil incorporation within 48 hours
Spread in thin uniform layers for rapid drying
Proven biological additives or oxidants
Dead animals
Dead animal disposal
pits
• Carcass decomposition
• Carcass decomposition
X
Proper disposition of carcasses
Complete covering of carcasses in burial pits
Proper location/construction of disposal pits
Incinerators
Standing water around
facilities
• Incomplete combustion
• Improper drainage
• Microbial decomposition of
oreanic matter
Secondary stack burners
X
Grade and landscape such that water drains away
from facilities
Manure tracked onto
public roads from farm
access
• Poorly maintained access roads
X
Farm access road maintenance
AMOC — November 11, 1996, page 3
JPd9666 SdWB u!e3 (CiPL

Additional Information:
Available From:
Swine Manure Management; .0200 Rule/BMP Packet
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge— Lagoon Treatment; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Flush— Lagoon Treatment; EBAE 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
Controlling Odors from Swine Buildings; PHH-33
Environmental Assurance Program; NPPC Manual
Options for Managing Odor; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings
AMOC —November 11, 1996, page 4
NCSU, County Extension Center
NCSU— BAE
NCSU— BAE
NCSU— BAE
NCSU— BAE
NCSU— BAE
NCSU— Swine Extension
N.C. Pork Producers Assoc.
NCSU Agricultural Communications
Florida Cooperative Extension
74431 Cain BMPs 1996pdf

74431 Cain BMP Mortality Management Method 030719.pdf
Created by FREE version of
FolderMill

74431 Cain BMP Mortality Management Method O30719pdf
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
n n
n n
nn
an
n n
n n
n
Version —November 26, 2018
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
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 opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality, The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's.CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
.01(Aal
Signature of Farm Owner/Manager Date
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Signature of Technical Specialist Date

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