780090_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 Currentl) covered by all Expiring Sate Non -Discharge General Permit
Oil September 30, 200� the North Carolina State Non -Discharge General Pennants for Annual Waste Management S)stems will
expire. As required b) these pennits, facilities that hioe been issued Certificates of Cooerage to operate under these State
Non -Discharge General Permits most aPP]v for renewal at least 180da%s prior to their expiration date. 1herefilre, all applications
must be receixed by (lie Division of Water Resources by no later than April 3, 2019.
Please do not leave an�v question unansivered. Please verify all information and inake trati, necessaty corrections below.
Application nuist he signeel and dated hy lite Perinitlee.
I , Farm Number 78-0090
2� Facility Name: 5071, 5072, 5073, & 5074
3. Landowner's Name (same as oil the Waste Management Plan):
4. Landooner's Mailing Address: PO Box 856
Citv* Warsaw State:
'I clephone Number: 910-293-3434 Ext, E-mail:
5. Facility's Physical Address: 4729 Hasty Rd
City: Laurinburg State:
6. Count) where Facility is located Robeson
7. Farm Manager's Name (if different from Landowner):
8. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, w rite "None"):
10. Operator Name (01C): Vernon Dealt Locklear
Certificate orCoverage Number: AWS780090
Murphy -Brown LLC
NC Zip: 28398-0856
hiawv���
NC
David C Nordin
910-293-5330 Ext.
Murphy-Broon LLC
Phone No.: 910-276-0648
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate annual operation type and number
Current Permit: Operations Type Allowable Count
Swine - Feeder to Finish 35,200
Operation Tints:
Zip: 28352
OIC 4: 992831
S%,ftle
Cattle
Dry Poultry
Other Types
Wean to Finish
Dairy Calf
Non Laving ChicLens
i lorses - I lorses
Wean to Feeder
Dairy Heifer
Laying Chickens
Horses - Other
Farrow to Finish
Milk CokN
Pallets
Sheep- Sheep
Feeder to Finish
Dry CmN
I UrkeV5
Sheep - Other
Farrow to Wean
Beef Stocker Cal f
TurkeN Pullet
Faronv to Feeder
Beef Feeder
BoOf/StUd
Beef Broad Co�\
Wet Poultry
Gilts
Other
Non Laving Pullet
Other
Layers

13. Waste Treatment and Storage Lagoons (Verifi the fullo"ing infortmation is accurate and complete. N lake al I access an
corrections and provide imissing data.)
Structure
Name
Estimated
Date
Built
Later TN pe
(ClaN, S)nthefic
Unknm%n)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freelmard
"Redline"
(Inches)
7071
tTm— 101
7071
19.00
7071
19,00
7072
1-9"m tick�
7072
l9no
7072
19no
7073
HIV3- N
L-TVI icr6(4
7073
100
1900
fl'�O(
7073
1900
7074
\9cQ-MP
CAc�u
�177`-tjcj
Aa'T—rc')�C&0-
I
19,88 -
7074
19,00
7074
19,00
Nlail one (1) copy of the Certified Animal AVaste Management Plan (CAAVAIP) with this completed and signed application
as required by NC General Statutes 143-215.]OC(d) to the address below.
The CAWMP must include the following components:
� -2—
:2-
I . The most recent Waste Utilization Plan OVUP), signed bv the owner and a certified technical specialist, contal . ning:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A trial) of e% cry field used for land application (for example: irrigation niap)
c. The soil series present on every land application field
d. The crops grown on every land application field
e, 'I lie Realistic Yield Expectation (RYE) for every crop shown in the WUP
f The maximunn PAN to be applied to every land application field
g. The waste application windoA%s for every crop utilized in the WUP
It. The required NRCS Standard specifications
I A site nimp/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 inefliod noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity doctinnenuation (design, calculations. etc.) Please be Sure the above table is accurate and
complete. Also provide any site evaltunions, ixelland determinations, or hazard classifications that may be applicable to
)our facility.
8. Operation in([ Maintenance Plan
If year CAWMP includes an) components not sliox%ii on this list, please include the additional components vvith ),our submittal.
(e.g. coniposting, digesters, NNasue 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 CANVAUP items above to: 20P)Permi(Renevral��rocdenr.gm
2-
M

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, my person who knowingly makes.arry false statement
representation, or certification in my application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a p6ishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):
Name: Title: T\ 0--
Signal:2�11� Date:
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
I Telephone number: [phone]
E-mail: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

Animal Waste Management Plan Certification
(Please type or print all information that does not require a signature)
Exis,
General Informattan:
NameofFarm: rA(�,Ixc,, z1f 7C)71 —Facility No: --
Owner(s)Name: T�,oE,5, ��t4c, Phone No: 04 10 Zxq 3 --yV34-
MailingAddress: P.o,i�)RAwre-, 056, VJ44SAW, N-C
Farm Location: Fourteen Digit Hydrologic Unit:-
_C2�f_4:c�, oe,4
Latitude and Longitude: 3e 4t' County: PhBgsj��
Please attach a copy of a county road map with location identified and describe below (Be specific: road
names, directions, milepost, etc.): T_AKV NC 13 o �5o,)'—,H 4::� M j A PP t74-,-K . 2- M (uf_rs
T6 u E 6 s'
� , rAP,m aD�. ot4 tqo�z:r,� Da c. F: -,g 11& 9 A?pre,)( miLr
FaDtA Xcr NC 13o , ca"S9
Operation Descrintiop:
Type of Swine No. of Animals
LI Wean to Feeder
01'Feeder to Finish L�58 o e-,
• Farrow to Wean
• Farrow to Feeder
• Farrow to Finish
Type of Poultry No. of Animals Type of Cattle No. of Animals
0 Layer U Dairy
Q Pullets LI Beef
.-Pther Type Of CiVeVock:_ Number of Animals:
Acreage Available for Application: 75 — Required Acreage:
Number of Lagoons/ Storage Ponds: I Total Capacity: 1, 1 �6; be, 3 Cubic Feet (ft3)
Are subsurface drains present on the farm: YES or NO (please circle one)
Owner / Manager Agreement
I (we) verify that all the above information is correct and will be updated upon changing. I (we) understand the operation and
maintenance procedures established in the approved animal waste management plan for the farm named above and will
implement these procedures. I (we) know that any expansion to the existing design capacity of the waste treatment and
storage system or construction of new facilities will require a new certification to be submitted to the Division of
Environmental Management before the new ainimals are stocked. I (we) understand that there must be no discharge of animal
waste from the storage or application system to surface waters of the state either directly through a man-made conveyance or
from a storm event less severe than the 25-yex, 24-hour storm and there must not be run-off from the application of animal
waste. I (we) understand that run-off of pollutants from lounging and heavy use areas must be minimized using technical
standards developed by the Natural Resources Conservation Service. The approved plan will be filed at the farm and at the
off -ice of the local Soil and Water Conservation District. I (we) know that any modification must be approved by a technical
specialist and submitted to the Soil and Water Conservation District prior to implementation. A change in land ownership
requires written notification to DEM or a new certification (if the approved plan is changed) within 60 days of a title transfer.
Name of Land Owner
Signatur
Name oi
Signatur
AWC -- April 24,1996
Date: 31-,4-1,97
Date:— 3 1241c?7
C00101050549

Animal Waste Management Plan Certification
(Please type or print all information that does not require a signature)
General InformatM:
Name of Farm: A At� Facility No:
Owner(s) Name: ('jAa&0jI'b Phone No:_S i
Mailing Address: 0 4_RC%Q W
Farm Location: Fourteen Digit Hydrologic Unit:-- 4-4 r, 40c, 4-0
I It
Latitude and Longitude: 3V 4( 29�� / _Z?
county:
Please attach a copy of a county road map with location identified and describe below (Be specific: road
names, directions, milepost,
Operation Descrip&p:
Type of Swine No. of Animals Type of Poultry No. of Animals Type of Cattle No. of Animals
0 Wean to Feeder Q Layer 0 Dairy
U�'Feeder to Finish 980� 0 Pullets D Beef
• Farrow to Wean
• Farrow to Feeder
• Farrow to Finish Other T�pe'�f U . V�esiock:_ Number ofAnimals:_
Acreage Available for Application: � Es- — Required Acreage:
Number of Lagoons / Storage Ponds Total Capacity: ).769,,614- Cubic Feet (ft3)
Are subsurface drains present on the farm: YES or (please circle one)
Owner / Manager Agreement
I (we) verify that all the above information is correct and will be updated upon changing. I (we) understand the operation and
maintenance procedures established in the approved animal waste management plan for the farm named above and will
implement these procedures. I (we) know that any expansion to the existing design capacity of the waste treatment and
storage system or construction of new facilities will require a new certification to be submitted to the Division of
Environmental Management before the new animals are stocked. I (we) understand that there must be no discharge of animal
waste from the storage or application system to surface waters of the state either directly through a man-made conveyance or
from a storm event less severe than the 25-year, 24-hour storm and there must not be run-off from the application of animal
waste. I (we) understand that run-off of pollutants from lounging and heavy use areas must be minimized using technical
standards developed by the Natural Resources Conservation Service. lie approved plan will be filed at the farm and at the
office of the local Soil and Water Conservation District. I (we) know that any modificarion must be approved by a technical
specialist and submitted to the Soil and Water Conservation District prior to implementation. A change in land ownership
requires written notification to DEM or a new certification (if the approved plan is changed) within 60 days of a title transfer.
Name of Land -Owner - —I id (I,
Nameof
Signature:
AWC -- April24,1996
Date: _3-alj-Q�
Date:- .3-dV-5�7
(")0101050647

Animal Waste Management Plan Certification
e'
(Please type or print all information that does not require a signature)
General J0f9Xjnati9.n:
NameofFarm:— CA*qf)(k) —Facility No:
Owner(s)Name: CA%i�tjt'r
Mailing Address:-- !� �n _Phone No:—qlO -�L-q 4
Q. 1�14,&uILA TA C
Fann Location: Fourteen Digit Hydrologic Unit:
Latitude and Longitude: 34-' 4-1' 3�c,
— — �N / County: kyb&-So�
Please attach a copy of a county road map with location identified and describe below (Be specific: road
names, directions, milepost, etc.): 71�kf= mc t�n soy4�\ Oje
Zc-'I Mc- -
Operation DeserialLO:
Type of Swine No. of Animals TyPe Of Poultry Va. ofAnimals Type of Canle No. of Animals
0 Wean to Feeder 0 Layer
R'Peeder to Finish %goo Q Pullets Dairy
• Farrow to Wean 0 Beef
• Farrow to Feeder
0. �esto
• Farrow to ginish IherTypeqF ck. Number of Animals:
Acreage Available for Application:_ Required Acreage:
Number of Lagoons/ Storage Ponds: I Total Capacity: /, 77Z� z5,6
Cubic Feet (ft3)
Are subsurface drains present on the farm: YES or (RiO) (please circle one)
Owner / Manager Agreement
I (we) verify that all the above information is correct and will be updated upon changing. I (we) understand the operation and
maintenance procedures established in the approved animal waste management plan for the farm named above and will
implement these procedures. I (we) know that any expansion to the existing design capacity of the waste treatment and
storage system or construction of new facilities will require a new certification to be submitted to the Division of
Environmental Management before the new animals are stocked. I (we) understand that there must be no discharge of animal
waste from the storage or appliraLion system to surface waters of the state either directly through a man-made conveyance or
from a storm event less severe than the 25-year, 24-houx storm and there must not be run-off from the application of animal
waste, I (we) understand that run-off of pollutams from lounging and heavy use areas most be minimized using technical
standards developed by the Natural Resources Conservation Service. The approved plan wiU be Filed at the farm and at the
office of the local Soil and Water Conservation District. I (we) know that any modification must be approved by a technical
specialist and submitted to the Soil and Water Conservation District prior to implementation. A change in land ownership
requires written notification toDEM or a new certification (if the approved plan is changed) within 60 days of a tide transfer.
Name of Land 0" er: CAMArll Pe, Pn A) ki r, .
Signature: Date: �3 Zq-q�
f�V%� Alk t0i I's me
Name of Manager(if different from owner): Z
Signature: y4wu�
Date: T'-�' 9117
AWC -- April 24,1996
('001010SO859

Murphy -Brown, LLC 6126/2018 2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
NUTRIENT UTILIZATION PLAN
Grower(s): Murphy -Brown, LLC
Farm Name: Farm 5071, 5072. 5073 & 5074 Facility 78-90
County: Robeson
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Wean to Finish
Feeder to Finish
Gilts
Storage Period: >180 days
Application Method: Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle, Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner.
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen
Either of these conditions may result in runoff to surface waters which is not allowed
under DWR regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6- To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
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 " 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, meats the requirements for compliance wth 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR (gallons, fit", tons, etc.);
Capacity Type Waste Produced per Animal Total
FarrowtoWean
3203 gal/yr
gal/yr
Farrow to Feeder
3861 gal/yr
gal/yr
Farrow to Finish
10478 gal/yr
gallyr
Wean to Feeder
191 gal/yr
gallyr
Wean to Finish
776 gallyr
gaVyr
35200
Feeder to Finish
927 gallyr
32,630,400 gallyr
Gilts
1015 galtyr
galtyr
Boars
2959 gaVyr
gal'/yr
Total 32,630400 177-1
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (lbs):
Capacity Type Nitropen Produced per Animal Total
Farrow to Wean
3.84 lbs/yr
lbstyr
Farrow to Feeder
6.95 lbs/yr
lbs/yr
Farrow to Finish
18.86 lbstyr
lbs/yr
Wean to Feeder
0.34 lbs/yr
lbstyr
Wean to Finish
1.4 lbstyr
lbstyr
35200
Feeder to Finish
1.67 IbS/yT
58,784 lbs/yr
Gilts
1.83 lbs/yr
lbstyr
Boars
5.33 lbs/yr
lbslyr
Total 58,784 Ibs/yr
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage: 365.6
Total N Required 1 at Year: 92791.07
Total N Required 2nd Year: 0.00
Average Annual Nitrogen Requirement of Crops: 92,791.07
Total Nitrogen Produced by Farm: 58,784.00
Nitrogen Balance for Crops: (34,007.07)
The following table describes the specifications of the hydrants and Holds 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 tat Crop Tinneto 1stCrop, 1stCrop Lta;N/Ac Lbs N Total The N
Acreae. Type Code Apply Yield lbs N/Unit Residual /As Utilized
2nd Crop Tinne to 2nd Crop zed Crop Lbs NfAc Les N Total to. N
Code Apply Yield lbs NJUnit Residual fAc, Utilized
Total
Lbs N/Ac
Total tbe N
Utilized-
292
1
4.82
Rains
Bic
M.,-S.pt
4s
37.63
169.335
816.1947
K
Sept -Am
1
so
so
241
219.335
10P-1-US
292
2
5.73
Rains
BIC
Mar -Sept
4.5
37.63
169.335
1139.625
K
Selpt-Apr
1
50
5D
336.5
219,335
1476.125
292
3
3.64
Norfolk
a/c
Mar -Sept
6.5
40.25
261,625
M2.315
K
Sept -Apr
I
so
so
182
311,625
1134.315
292
4
2.09
Norfolk
B/C
Mar -Sept
6.5
40.25
261.625
546.7963
K
Sept -Apr
I
so
50
104.5
31 t625
651.2963
292
5
O.W
Norfolk
B/C
Mar -Sept
6.5
40.25
261.625
94.185
K
Sept -Apr
i
50
50
is
311 625
112.185
7.92
6
4.2
Norfolk
B/C
Mar -Sept
6.5
40.25
261.625
1098.825
K
Sept -Apr
i
so
so
210
311,625
1308,825
292
7
1.43
Norfolk
BIC
Mar -Sept
6S
40.25
261.625
374.12313
K
Sept -Apr
1
50
50
71.5
311.625
445.6238
292
a
1.3
Norfolk
a/c
Mar -Sept
6�5
40.25
261 625
3401125
K
Sept -Apr
I
so
so
65
311.625
405.1125
292
9
6.19
Rains
B/C
Mar -Sept
4.5
37.63
169.335
1048184
K
Sept -Apr
1
50
so
30S5
219335
135T684
292
10
4.M
Rains
BIC
Mar -Sept
4.5
37.63
169.335
741.6873
K
Sept -Am
1
M
so
219
219.335
960.6873
292
11
2.57
Goldsboro
BIC
I Mar -Sept
6.5
1 40.26
261.625
672.3763
K
Sept -Apr
1
50
1
50
1 128.5
311.625
8DO.8763
292
12
3.31
Goldsboro
BIC
Mar -Sept
6.5
40.25
261.625
865.9788
K
Sept -Apr
1
50
50
1 165.5
311.625
1031.479
292
13
3
Goldsboro
B/C
Mar -Sept
6M5
40.25
261.625
764.875
K
Sept -Apr
1
50
50
150
311.625
934.875
292
Pi
36.11
Mccoa
BIC
Mar-S.Pt
4.D
37.63
150.52
5435.277
K
Sept -Apr
1
50
6G
180&5
200.52
7240,777
292
P2
73.46
Norfolk
BIC
Mar-Sepl
605
40025
261.625
19218.97
K
Se I -A r
I
so
50
3673
311,625
22891.97
292
P3
18.38
Rains
BC
Mar-Seipl
4S
37A3
169.335
3112.377
K
Sept -Am
I
dl
so
50
919
219 3W
4031.377
292
P4
18.26
Lvnchtru
ax
Mar -Sept
5.5
37.63
206,965
3779181
K
Sep pr
I
so
so
913
1 256AG5
4692.181
292
Ps
27.06
Rains
BIC
Mar -Sept
4.5
37.63
169,335
4582.205
K
Sept -Apr
1
50--
50
1353
219,335
5935.20S
292
P6
21.26
McColl
BIC
Mar -Sept
4.0
37�63
150.52
3200,055
K
Sept -Apr
1
50
so
1063
200.52
4263.056
292
P7
14.95
McColl
Mar -Sept
4.0
37.63
15052
2250.274
K
Be I. r
1
50
50
747.5
200.52
2997.774
292
P8
25.47
Norfolk
EVC
Mar -Sept
6.5
40.25
261.625
1 6663.589
1 K
Sept -Apr
1
so
50
1273.5
311.625
7937.089
292
Sub 1&2
6.28
1 Rains
B/C
Mar -Sept
4.5
37.63
169335
1063.424
K
Sept -Apr
50
50
314
219.335
13�.424
292
Sub 3-8
2.69
Norfolk
W
I Mar -Sept
6.5
40.25
261.625
703,7713
K
SeDt-Aor
I
so
50
134.5
311.625
B311,2713
292
Sub 9-13
&33
Rains
BIC
I M.r-Sept
4.5
37.63
169.335
563.8856
K
Sept -Apr
1
50
50
1 166.5
219.335
730.3856
292
Sub Pl
10.01
McColl
BIC
I Mar -Sept
4.0
37.63
150.52
1506.705
K
Sept -Apr
1
50
50
500.5
2M.52
2007,205
292
Sub P2
15.14
Norfolk
B/C
I Mar -Sept
6.5
40.25
261,625
3961.003
K
Seqt-Apr
i
so
so
757
311.625
4718,003
292
Sub P3
5S4
Rains
BIC
I Mar -Sept
4.5
37.63
169.335
968.9164
K
Sept -Apr
1
5f)
50
292
219M5
1280,916
292
Sub P4
4.78
Lynchburg
BiC
Mar -Sept
5.5
37.63
20&965
989.2927
1
K
Sept -Apr
i
5D
50
239
256.965
1228.293
292
Sub P5
718
Rains
BIC
Mar -Sept
4.5
3T63
169.335
1215.825
K
S-pt-Apr
I
I so
50
359
219.335 1
1574.82SI
292
Sub P6
18.52
McColl
BIC
Mar -Sept
4mO
3T63
150.52
2787,63
K
Sept -Apr
1
50
50
926
200.52
371163
292
Sub P7
3.16
M.Cdl
R/c
Mar -Sept
40
37.63
150.52
475,6432
K
Sept -Apr
1
50
50
158
200.52
6336432
292
Sub P8
9.7
Norfolk
B/C
M.'Spt
6.5
40.25
261.625
2537763
K
Sept -Apr
i
so
50
485
311625
=763
365-6 745M07 182W
3(p) Of 11

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 si(age 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. Hybdd Bermudagrass
D
Corn - Grain
E
Corn - Silage
F
Cotton
G
Grazed Fescue
H
Fescue Hay
I
Oats
J
Rye
K
Grazed Overseed
L
Overseed Hay
M
Grain Sorghum
N
Wheat
0
Soybean
P
Pine Trees
S
Small Grain
cc
Cover Crop
SWG
Swithgrass
Desc(iption-Harvesied 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
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 pedmoter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed may, and most likely will be, more than the acres shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
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 Totally
Farrow to Wean
0.8
Farrow to Feeder
0.96
Farrow to Finish
3.9
Wean to Feeder
0.07
Wean to Finish
0.27
35200 Feeder to Finish
0.34 11968
Gilts
0.39
Boars
0.55
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 11968 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 59840 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 199 acreas of land. If you apply the sludge
to com at a rate of 125 pounds per acre, you will need 478.72 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 IF 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 >1 80 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 propery 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
292
1
Rains
BIC
0.4
292
2
Rains
BIC
0.4
292
3
Norfolk
BIC
0.5
292
4
Norfolk
BIC
0.5
292
5
Norfolk
BIC
0.5
292
6
Norfolk
BIC
0.5
292
7
Norfolk
BIC
0.5
292
8
Norfolk
BIC
0.5
292
9
Rains
BIC
0.4
292
10
Rains
BIC
0.4
292
11
Goldsboro
BIC
0.4
292
12
Goldsboro
BIC
0.4
292
13
Goldsboro
BIC
0.4
292
P1
McColl
BIC
0.65
292
P2
Norfolk
Bic
0.5
292
P3
Rains
BIC
0.4
292
P4
Lynchburg
BIC
0.65
292
P5
Rains
BIC
0.4
292
P6
McColl
BIC
0.65
292
P7
McColl
BIC
0.65
292
P8
Norfolk
BIC
0.5
292
Sub 1&2
Rains
BIC
0.4
292
Sub 3-8
Norfolk
BIC
0.5
292
Sub 9-13
Rains
BIC
0.4
292
Sub P1
McColl
BIC
0.65
292
Sub P2
Norfolk
BIC
0.5
292
Sub P3
Rains
BIC
0.4
292
Sub P4
Lynchburg
Bic
0.65
292
Sub P5
Rains
BIC
0.4
292
Sub P6
McColl
BIC
0.65
292
Sub P7
McColl
BIC
0.65
292
Sub P8
Norfolk
BIC
0.5
6 of 11

Additional Comments:
This plan has been updated to reflect current rates and R.Y.E.'s. No other
changes have been made.
7 of 11

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: Farm 6071, 5072, 5073 & 5074 Facility 78-90
Owner: Murphy -Brown, LLC
Manager;
Owner/Manager Agreement:
Itwe understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. I/we know that any expansion to the existing design capacity
of the waste treatment andfor 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, LILC
Signature:
Name of manager (if different from owner):
Signature:
Name of Technical Specialist:
Affiliation:
Address:
Telephone:
Signature'
8 of I i
Ce

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application. or direct discharge during operation or land application
Any discharge of waste which reaches surface water is prohibited.
There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of the waste, he/she shall provide
evidence of an agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the responsibility of the
owner of the waste production facility to secure an update of the Nutrient Utilization Plan
when there is a change in the operation, increase in the number of animals, method of
application, recieving crop type, or available land.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic
crop yields based upon soil type; available moisture, historical data, Clinl2tiC 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 oif drift from the land application field.
6 When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally filled cropland. When waste is applied to conservation tilled
crops or grassland, the waste may be broadcast provided the application does riot occur
during a season prone to flooding (See "Weather and Climate in North Carolina" for
guidance).
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control odor and
flies.
Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
9 of 11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
Animal waste shall be applied on actively growing crops in such a manner that the crop is not
covered with waste to a depth that would inhibit growth. The potential for salt damage from
animal waste should also be considered.
10 Nutrients from waste shall not be applied in fall or winter for spring planted crops on soils with a
high potential for leaching. Waste/nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall
not be applied more than 30 days prior to planting of the crop or forages breaking dormancy.
11 Any new swine facility sited on or after October 1, 1995 shall comply with the following: The
outer perimeter of the land area onto which waste is applied from a lagoon that is a component of
a swine farm shall be at least So 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 washcown facilities, showers, toilets, sinks, etc., shall not be
discharged into the animal waste management system.
10 Of 11

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

F-
50715 50725 5073 & 5074
Facility No.: 78-90
Scale: 1"=-1000'
Total Field = 7,33 AC.
Hyd
Wakited Acres
1
482
2
6�73
3
3.64
4
2.09
5
0.36
6
4.20
7
1.43
1.30
6.19
10
4.38
11
2.57
12
3.31
13
3.00
PI
36.11
P2
73.46
P3
18,38
P4
18.26
P5
27.06
P6
21.26
P7
14.95
Ell
25.47
Taol
4 10' 1
T.did FWW - 23M Ai,.
Sub P6 18. 52 A..
Sub P7 3 16 At.
Sub P8 9,70 Ae
P7
P6
5071
.3 A
We is
see
5074
r
Tells, rield � 17.53 Ae
Sub 1-2 = 6.28 A,
TAM Field 15,71 M.
Sub �lb 2.69 Ac.
5073
Wsms
./IW
Of"t,
�5 v
21,34 - w EG
27AS s', �OEG
Told Feld - 81.50 At�
�b P3 4 Ad
Sul is 4 4.78 A�.
�, 93 7.18 Ai,
pe
14 Ail e/. EG
.6 Al,. IEG
Tolel Field 22-78 Al.
Sue I-l3 3,33
P3
6.05 At. e/. EC
US A� -AG
7 12 3
5072
Wells w/100,
Iii(
P2
64,56 Ac. w/O EG
73,45 A, e/EG
latol tied , 80,90 Ae.
Sub P2 - 15,14 A,

RID
ov
60,
99
/ ew
Fn -
---= L\1
Cll
Lao
/fog)
(R4
el
LRD
L47

Address: PO Box 856
Warsaw, NC 28398
FARM INFORMATION
Nursery:
Wean to Finish:
Finishing:
Farrow to weanling:
Farrow to feeder:
Farrow to finish:
Boars:
Storage Period:
25 Yr. / 24 Hr Storm Event
"Heavy Rain" Factor
Rainfall in Excess of Evaporation
Additional Water Usage:
Additional Drainage Area:
LAGOON INFORMATION
Checked By: DSE
Date: 12/17/08
Sheet 1 of 7
Farm Population:
Not Applicable
0
0
8800 Hd.
0
0
0
0
180 Days
7.0 In.
7.0 In.
0
0
Is Lagoon Designed as an Irregular Shape?
(Y/N) ------------
N
Does Operator Want Emergency Spillway?
(Y/N) ------------
N
Was This Design Built Prior to Sept. 1996?
(Y/N) ------------
Y
Is Drain Tile Req'd to Lower SHWT?
(Y/N) ------------
N
Seasonal High Water Table Elev: -------------------
0.00
Freeboard: -------------------
1.0
Ft.
Emergency Spillway Flow Depth: Not Applicable
Side Slopes: -------------------
3
:1 (H:V)
Inside Top Length: -------------------
760.0
Ft.
Inside Top Width: -------------------
300.0
Ft.
Top of Dike Elevation: ----------------
Depth
61.70
Ft.
Finished Bottom Elevation: ------- ........
10.00 Ft.
41.70
Ft.
Start Pump EleVation: ................
19.32 In.
60.09
Ft.
Stop Pump Elevation: ----------------
43.44 In.
48.08
Ft.
LAGOON VOLUME REQUIRED VOL.
DESIGN VOLUMES
% REQ'D.
Storm Stor = 133000 (CuXt.)
1134,462 (Cu.Ft.)
101.10%
Temporary = 423118 (Cu.Ft.)
425,413 (Cu.Ft.)
100.54%
Permanent = 1188000 (Cu.Ft.)
1,190,005 (Cu.Ft.)
100.17%
Total Volume = 1,744,118 (Cu.Ft.)
1,749,880 (Cu.Ft.)
100.33%
112 Treatment Volume = 594,000 (Cu.Ft.)
112 Treatment Volume Elevation 45.05 Ft.
90 Temporary Storage Volume Elevation 48.80 Ft,
Min. Required Liner Thickness
Lagoon Surface Area: (Inside TOD)
79.74 In.
34.86 In.
1.5 Ft.
228,000 S.F.
hfurphy-Brown, LLC EngIneefing P.O. Box 856, Warsaw, NC 28398 [phone]

Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/17108
County: Robeson Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: Cu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.)
Area (SF
Incr. Vol. (Cu. FT)
Cumul. Vol. (Cu. FT)
41.70
168,000
0
42.00
169,695
50,654
50,654
43.00
176,393
172,544
223,198
44.00
181,162
178,278
401,476
45.00
187,004
184,083
585,559
46.00
192,918
189,961
775,520
47.00
198,903
195,910
971,430
48.00
204,961
201,932
1,173,363
49.00
211,090
208,026
1,381,388
50.00
217,292
214,191
1,595,579
51.00
223,566
220,429
1,816,008
51.70
228,000
158,048
1,974,056
These volumes were calculated using the vertical average end area method
TOTAL REOD VOL 1,744,118
CF
CUMULATIVE
VOL.
ZONE VOL.
100.33%1
END PUMP = = = = 48.08
FT
1,190,005 CF
TR-MT
1,190005
100.17%
START PUMP = =: 50.09
FT
1,615,418 CF
TEMP
425:413
100.54%
MAX STORAGE = 50.70
FT
1,749,880 CF
STORM
134,462
101.10%
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw, NC 28398 [phone]

Grower: 50713
Address: PO Box 856
Warsaw, NC 28398
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
Checked By: DSE
Date: 12117/08
Animal Type Capacity ALW (cu.ft./lb) �-Total
Nursery
0
30
1.00
0
Wean to Finish
0
115
1.00
0
Finishing
8,800
135
1.00
1,188,000
Farrow to weaning
0
433
'1.00
0
Farrow to feeder
0
522
1.00
0
Farrow to finish
0
1,417
1.00
0
IBoars
0
400
1.00
0
Total Required Treatment Volume (cu. ft.)= 1,188,000
Sludge Storage Volume:
Animal Type Capacity ALW (cu.ft./lb) �-Total
Nursery
0
30
0.00
0
Wean to Finish
0
115
0.00
0
Finishing
8,800
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
lBoars
0
400
0.000
0
Total Required Sludge Storage Volume (cu. ft.)=
Temporary Storage Volume:
Manure Production:
lAnimal Type Capacity Sto. Period d./day) = Total
Nursery
0
180
0,30
0
Wean to Finish
0
180
1.17
0
Finishing
8,800
180
1.37
2,170,080
Farrow to weanling
0
180
4.39
0
Farrow to feeder.
0
180
5.30
0
Farrow to finish
0
180
14.38
0
lBoars
0
180
4.06
0
Total Manure Production (gals.)=
Total Manure Production (cu.ft.)=
Excess Fresh Water:
2,170,080
290,118
Animal Type Capacity Sto. Period d./day) = Total
Nursery
0
180
0.00
0
Wean to Finish
0
180
0.00
0
Finishing
8,800
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
lBoars
0
180
0.00
0
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=

Grower: 50713 Designed By: KBW
Address! PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/17/08
County: Robeson Sheet 4 of 7
Temporary Storage Volume; (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft
Vol.= (228000 sq.ft. + 0 sq.ft) * 7 in. /12 in./ft.
Total Required Volume for Rainfall In Excess of Evap. (cu.ft.)= 133,000
Storm Storage:
Vol.=(Lagoon Surf, Area + Addt'l Drainage Area) * 25Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (228000 sq.ft + 0 sq.ft.) * 7.0 in. /12 in./ft.
Total Required Volume for 25Yr./24Hr. Storm Event (cu.ft)= 133,000
"Heavy Rain" Storage:
Vol,=(Lagoon Surf. Area + Addfl Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (228000 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
Total Required Storm Storage
(25Yr. / 241-1r. Storm +'Heavy Rain')= 133,000 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) 423,118 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) 1,188,000 (CU.FT)
TOTAL REQUIRED VOLUME = 1744118 (CU.FT.)

Grower: 50713 Designed By: KEW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/17/08
County: Robeson Sheet 5 of 7 1
LAGOON DESIGN SUMMARY
Top of Dike Elevation -------------------
51.70
FT.
Emergency Spillway Crest Elevation -------------------
Not At
Applicable
Top of 25Yr. / 24Hr. Storm Storage -------------------
50.70
FT.
Top of "Heavy Rain" Storage -------------------
Not
Applicable
Start Pump Elevation -------------------
50.09
FT.
End Pump Elevation -------------------
48.08
FT.
Top of Sludge Storage -------------------
Not
Applicable
Seasonal High Watertable Elev. -------------------
0.00
Finished Bottom Elevation -------------------
41.70
FT.
Inside Top Length -------------------
760.00
FT.
Inside Top Width -------------------
300.00
FT.
Side Slopes -------------------
3:1
H:V
Lagoon Surface Area -------------------
228,000
SF
Min. Liner Thickness (if required) -------------------
1.5
FT.
Freelboard Depth -------------------
1 �00
FT.
Temporary Storage Period -------------------
180
Days
Zone Depths:
TOTAL DESIGN VOLUME = 1749880 (CU.FT.)
Treatment / Sludge Storage Zone Depth ----------- 6.4 FT.
Temporary Storage Zone Depth ----------- 2.0 FT.
Freeboard / Storm Storage Zone Depth ----------- 1.6 FT.
Total Lagoon Depth ----------- 10.0 FT.

Grower: 50713 Designe KBW
Address: PO Box 856 Checke(DSE
Warsaw, NC 28398 Date: 12/17/08
County: Robeson Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV = 51.70
TOP OF STORM ELEV = 50.70
STRT PMP EL.= 50.09 TOP OF TEMP STORAGE ELEV = 50.09
END PMP EL. = 48.08 TOP OF TREAT ELEV = 48.08 SHWT 0.00
FINISHED BOTTOM ELEV = 41.70
Murphy -Brown, LLC Engineering P.aBox 856, Warsaw NC 28398 [phone]

Address: PO Box 856
Warsaw, NC 28398
Countv: Robeson
Checked By: DSE
Date: 12/17/08
Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
NOTE: See attached Waste Utilization Plan
Yr
023994
DESIGNED:
2.
DATE: 7/0K
This design is update of start and stop pump elevations and to show the 112
treatment volume level for sludge storage. This design does not supercede the
certification of the farm.
Mumhv-Brown. LLC Enaineerino P.O. Box
[phone]

Address: P0 Box 856
Warsaw, NC 28398
County: Robeson
FARM INFORMATION
Nursery:
Wean to Finish:
Finishing:
Farrow to weaning:
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:
Checked By: DSE
Date: 12/17/08
Sheet 1 of 7
Farm Population:
0
0
8800 Hd.
0
0
0
0
180 Days
7.0 In.
7.0 In.
0
0
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape?
(Y/N) ------------
N
Does Operator Want Emergency Spillway?
(Y/N) ------------
IN
Was This Design Built Prior to Sept. 1996?
(Y/N) ------------
Y
Is Drain Tile Req'd to Lower SHWT?
(Y/N) ------------
IN
Seasonal High Water Table Elev: -------------------
0.00
Freeboard: -------------------
1.0
Ft.
Emergency Spillway Flow Depth:
Side Slopes: -------------------
3
:1 (H:V)
Inside Top Length:
700.0
Ft.
Inside Top Width:
325.0
Ft.
Top of Dike Elevation: ----------------
Depth
55.90
Ft.
Finished Bottom Elevation: ----------------
10.00 Ft.
45.90
Ft.
Start Pump Elevation: ----------------
19.32 In.
54.29
Ft.
Stop Pump Elevation: ----------------
43.92 In.
52.24
Ft.
LAGOON VOLUME REQUIRED VOL.
DESIGN VOLUMES % REQ'ID.
Storm Stor=
132708
(Cu.Ft.)
133,571
(Cu.Ft.)
100.65%
Temporary =
422826
(Cu.Ft.)
433,789
(Cu.Ft.)
102.59%
Permanent =
1188000
(Cu.Ft.)
1,188,029
(Cu.Ft.)
100.00%
Total Volume =
1,743,534
(Cu.Ft.)
1,755,389
(Cu.Ft.)
100.68%
112 Treatment Volume = 594,000 (Cu.Ft.)
1/2 Treatment Volume Elevation 49.22 Ft.
90 Temporary Storage Volume Elevation 53.00 Ft.
Min. Required Liner Thickness
Lagoon Surface Area: (inside TOD)
80.15 In.
34.83 In.
1.5 Ft.
227,500 S.F.
Murphy -Brown, LLC Engineering P.O. Box 856,Warsaw, NC 28398 [phone]

Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/17/08
County: Robeson Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: Cu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.)
Area (SF)
Incr. Vol. (Cu. FT)
Cumul. Vol. (Cu. FT)
45.90
169,600
0
46.00
170,143
16,987
16,987
47.00
175,617
172,880
189,867
48.00
181,162
178,389
368,256
49.00
186,779
183,970
552,227
50.00
192,468
189,624
741,850
51.00
198,229
195,349
937,199
52.00
204,063
201,146
1,138,345
53.00
209,968
207,015
1,345,360
54.00
215,945
212,956
1,558,316
55.00
221,994
218,970
1,777,286
55.90
227,500
202,272
1,979,558
These volumes were calculated using the vertical average end area method
TOTAL REQD VOL 1,743,534
CF
CUMULATIVE
VOL.
ZONE VOL.
1
END PUMP = = = = 52.24
FT
1,188,029 CF
TR'MT
1,188,029
1
START PUMP = =: 54.29
FT
1,621,818 CIF
TEMP
433,789
1
MAXSTORAGE � 54.90
FT
1,755,389 CF
STORM
133,571
1
Murphy -Brown, LLC Lngincering P.O. Box 856, Warsaw, NG 28398 [phone]

Grower: 50723
Address: PC Box 856
Warsaw, NC 28398
MINIMUM REQUIRED VOLUME CALGILILATIONS
Permanent Storage:
Required Treatment Volume:
Checked By: DSE
Date: 12117/08
Sheet 3 of 7
lAnimal Type Capacity ALW (cu.ft./lb) �-Total
Nursery
0
30
'1.00
0
Wean to Finish
0
115
1.00
0
Finishing
8,800
135
1.00
1,188,000
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 1
Total Required Treatment Volume (cu. ft.)= 1,188,000
Sludge Storage Volume:
Animal Type Ua-p—acity ALW (c ft./lb) =Total
Nursery
0
30
0.00
0
Wean to Finish
0
115
0.00
0
Finishing
8,800
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
jBoars
0
400
0.000
0
Total Required Sludge Storage Volume (cu. ft.)=
Temporary Storage Volume:
Manure Production:
lAnimal Type Capacity Ste. Period d./day) = Total
Nursery
0
180
0.30
0
Wean to Finish
0
ISO
1.17
0
Finishing
8,800
180
1.37
2,170,080
Farrow to weanling
0
180
4.39
0
Farrow to feeder
0
180
5.30
0
Farrow to finish
0
180
14.38
0
lBoars
0
180
4.06
01
Total Manure Production (gals.)=
Total Manure Production (cu.ft.)=
Excess Fresh Water:
2,170,080
290,118
Animal Type Capacity Ste. Period d./day) = Total
Nursery
0
180
0.00
0
Wean to Finish
0
180
0.00
0
Finishing
8,800
ISO
0.00
a
Farrow to weanling
0
180
0.00
0
Farrow to feeder
0
ISO
0.00
0
Farrow to finish
0
180
0.00
0
jBoars
0
180
0.00
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=

Grower: 50723 Designed By: KBW
Address: PO Box 856 Chocked By: IDSE
Warsaw, NG 28398 Date: 12/17/08
County: Robeson Sheet 4 of 7 1
TemporarV Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) ' Rainfall / 12in./ft
Vol.= (227500 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft,
Total Required Volume for Rainfall In Excess of Evap. (cu.ft.)= 132,708
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'l Drainage Area 25Y0241-1r. Storm(in) / 12in./ft,
Vol.= (227500 sq.ft + 0 sq.ft.) * 7.0 in. /12 in./ft.
Total Required Volume for 25Yr./24Hr. Storm Event (cu.ft)= 132,708
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'l Drainage Area) ' "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (227500 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
Total Required Storm Storage
(25Yr. / 241-1r. Storm + 'Heavy Rain')=
Total Required Temporary Storage
(Manure Prod, + Excess Fr. Water + Rainfall Excess + Additional Water Storage)
Total Required Permanent Storage
(Treatment + Sludge)
TOTAL REQUIRED VOLUME = 1743534 (CU.FT.)
1132,708 (CU.FT)
422,826 (CU.FT)
1,188,000 (CU.FT)

Grower: 60723 Designed By: KBW
Address: PO Box 856 Checked By� DSE
Warsaw, INC 28398 Date: 12/17/08
County: Robeson Sheet 5 of 7 1
LAGOON DESIGN SUMMARY
Top of Dike Elevation -------------------
55.90
FT.
Emergency Spillway Crest Elevation -------------------
Not AlApplicable
Top of 25Yr. / 241-11r. Storm Storage -------------------
54.90
FT.
Top of "Heavy Rain" Storage -------------------
Not
Applicable
Start Pump Elevation -------------------
54.29
FT.
End Pump Elevation --------- I ---------
52.24
FT.
Top of Sludge Storage -------------------
Not
Applicable
Seasonal High Watertable Elev. -------------------
0.00
Finished Bottom Elevation -------------------
45.90
FT.
Inside Top Length -------------------
700.00
FT.
Inside Top Width -------------------
325.00
FT.
Side Slopes -------------------
3:1
H:V
Lagoon Surface Area -------------------
227,500
SF
Min. Liner Thickness (if required) -------------------
1.5
FT.
Freeboard Depth -------------------
1.00
FT.
Temporary Storage Period -------------------
180
Days
Zone Depths:
TOTAL DESIGN VOLUME = 1755389 (CU.FT.)
Treatment / Sludge Storage Zone Depth
Temporary Storage Zone Depth
Freeboard I Storm Storage Zone Depth
Total Lagoon Depth
6.3 FT.
2.1 FT.
1.6 FT.
60 FT.

Grower; 50723 Designe KBW
Address: PO Box 856 Checke(DSE
Warsaw, NC 28398 Date: 12/17/08
Countv: Robeson Sheet 6 of 7
FA
STRT PMP EL.= 54.29
END PMP EL. = 52.24
Murphy -Brown,
ZONE ELEVATIONS
TOP OF DIKE ELEV = 55.90
TOP OF STORM ELEV = 54.90
TOP OF TEMP STORAGE ELEV = 54.29
TOP OF TREAT ELEV = 52.24 SHWT 0.00
J
FINISHED BOTTOM ELEV = 45.90
U�- W
[phone]

Grower: 50723 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/17/08
County: Robeson 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.
kA
NOTE: See attached Waste Utilization Plan 4Z
N;�
DESIGNED: AA�
DATE: Z-1/7
COMMENTS:
This design is update of start and stop pump elevations and to show the 112
treatment volume level for sludge storage. This design does not supercede the
original certification of the farm.
C Engineering
Warsaw NC 28398
293-3434

Address: P0 Box 856
Warsaw, NC 28398
County: Robeson
FARM INFORMATION
Checked By: DSE
Date:
Farm Pol2ul9kM
Nursery: -------------------
Wean to Finish: ----- -------------
Finishing: -------------------
Farrow to weanling: -------------------
Farrow to feeder: -------------------
Farrow to finish: ------- -----------
Boars: -------------------
Storage Period: -------------------
26 Yr. / 24 Hr Storm Event -------------------
"Heavy Rain" Factor Not Applicable
Rainfall in Excess of Evaporation --------------------
Additional Water Usage: ---------------
Additional Drainage Area: -------------------
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: Not Applicable
Side Slopes: -------------------
Inside Top Length: -------------------
Inside Top Width: ---------
Top of Dike Elevation: I --------------- Depth
Finished Bottom Elevation: ---------------- 10.00 Ft.
Start Pump Elevation: ----------- ---- 19.32 In.
stop Pump Elevation: ---------------- 44.4 In.
LAGOON VOLUME REQUIRED VOL. DESIGN VOLUMES
Storm Stor=
135333
(CuXt.)
136,601
(Cu.Ft.)
Temporary =
425451
(Cu.Ft.)
449,034
(Cu.Ft.)
Permanent =
11188000
(Cu.Ft.)
1.191,452
(Cu-Ft.)
Mal Volume =
1,748,784
(Cu.Ft.)
1,777,086
(Cu,Ft.)
1/2 Treatment Volume = 594,000 (Cu.Ft.)
1/2 Treatment Volume Elevation 45.72 Ft.
90 Temporary Storage Volume Elevation 49.51 Ft.
Min. Required Liner Thickness — --------------- —
Lagoon Surface Area: (inside TOD) -------------------
N
N
Y
N
12/17/08
1 of 7
0
0
8800 Hid.
0
0
0
0
180 Days
7.0 In.
7.0 In.
0
0
0.00
11.0 Ft.
3 :1 (H:V)
800.0 Ft.
290.0 Ft.
62.40 Ft.
42.40 Ft.
50.79 Ft.
48.70 Ft.
_j6_R E 'D
Q�
100.94%
105.54%
100.29%
80.21 In.
34.74 In.
1.5 Ft.
232,000 S.F.
Murphy -Brown, LLC EngineOring P.O. Box 856, Warsaw, NC 28398 [phone]

G rowe r: 50733 Designe By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/17/08
County: Robeson Sheet 2-of 7
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: Cu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.)
Area (SF)
Incr. Vol. (Cu. FT
Cumul. Vol. (Cu. FT)
42.40
170,200
0
43.00
173,705
103,171
103,171
44.00
179,604
176,655
279,826
45.00
185,575
182,590
462,416
46.00
191,619
188,597
651,013
47.00
197,734
194,676
845,689
48.00
203,921
200,827
1,046,516
49.00
210,180
207,051
1,253,567
50.00
216,511
213,346
1,466,913
51.00
222,915
219,713
1,686,626
52.00
229,390
226,152
1,912,778
52.40
232,000
92,278
2,005,056
These volumes were calculated using the vertical average end area method
TOTAL REQD VOL 1,748,784
CF
CUMULATIVE
VOL. _1
ZONE VOL.
101.62%
END PUMP ==== 48.70
FT
1,191,452 CF
TR'MT
1,191,452
100.29%
START PUMP = = 1 50.79
FT
1,640,486 CF
TEMP
449,034
105.54%
MAX STORAGE = 51.40
FT
1,777,086 CF
STORM
136,601
100.94%
Murphy -Brown, LLC Ergineering P.O. Box 856, Warsaw, NC 28396 [phone]

Grower: 50733 Designed By; KEW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/17,081
1 County: Robeson Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
Animal Type Capacity ALW (cu.ft./lb) Total
Nursery
0
30
1.00
0
Wean to Finish
0
115
1.00
0
Finishing
8,800
135
1.00
1,188,000
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
FBoars
0
400
1.00
Total Required Treatment Volume (cu. ft.)= 1,188,000
Sludge Storage Volume:
jAnimal Type Capacity ALW (cu.ft./lb) _- �Total
Nursery
0
30
0.00 1
0
Wean to Finish
0
115
0.00
0
Finishing
8,800
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
Total Required Sludge Storage Volume (cu. ft.)=
Temporary Storage Volume:
Manure Production:
lAnimal Type Capacity Sto. Period d./day) � Total
Nursery
0
180
0.30
0
Wean to Finish
0
180
1.17
0
Finishing
8,800
1180
1.37
2,170,080
Farrow to weanling
0
180
4.39
0
Farrow to feeder
0
180
5.30
0
Farrow to finish
0
180
14.38
0
IBoars
0
180
4.06
0
Total Manure Production (gals.)=
Total Manure Production (cu.ft.)=
Excess Fresh Water:
2,170,080
290,118
Animal Type Capacity Sto. Period d./day) = Total
Nursery
0
180
0.00
0
Wean to Finish
0
180
0.00
0
Finishing
8.800
180
0.00
0
Farrow to weanling
0
180
000
0
Farrow to feeder
0
180
0.00
0
Farrow to finish
0
180
0.00
0
FBoars
0
1180
0.00
0
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=

Grower: 50733 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/171081
1 County: Robeson Sheet 4 of 7
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 121n./ft
Vol.= (232000 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 135,333
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'l Drainage Area) * 25YO241-1r. Storm(in) / 12in./ft.
Vol.= (232000 sq.ft + 0 sq.ft.) * 7.0 in. /12 in./ft.
Total Required Volume for 25Yr./24Hr. Storm Event (cu.ft)= 135,333
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'l Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (232000 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
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 = 17413784 (CU.FT.)
135,333 (CU.FT)
425,451 (CU-FT)
1,188,000 (CU.FT)

Grower: 50733 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/17/08
County: Robeson Sheet 6 of 7 1
LAGOON DESIGN SUMMARY
Top of Dike Elevation -------------------
52.40
FT�
Emergency Spillway Crest Elevation -------------------
NotAlApplicable
Top of 25Yr. / 24Hr. Storm Storage -------------------
51.40
FT.
Top of "Heavy Rain" Storage -------------------
Not
Applicable
Start Pump Elevation -------------------
50.79
FT.
End Pump Elevation .... --------------
48.70
FT.
Top of Sludge Storage -------------------
Not
Applicable
Seasonal High Watertable Elov. -------------------
0.00
Finished Bottom Elevation -------------------
42.40
FT.
Inside Top Length ...................
800.00
FT,
Inside Top Width -------------------
290.00
FT.
Side Slopes -------------------
3:1
H-V
Lagoon Surface Area -------------------
232,000
SF
Min. Liner Thickness (if required) -------------------
1.5
FT.
Froeboard Depth -------------------
1.00
FT.
Temporary Storage Period -------------------
180
Days
Zone Depths:
TOTAL DESIGN VOLUME = 1777086 (CU.FT.)
Treatment/ Sludge Storage Zone Depth ----------- 6.3 FT
Temporary Storage Zone Depth ........... 2.1 FT
Freeboard / Storm Storage Zone Depth ----------- 1.6 FT
Total Lagoon Depth ----------- 10.0 FT

Grower: 50733 Designe KBW
Address: PO Box 856 Checke(DSE
Warsaw, NC 28398 Date: 121171081
Countv: Robeson Sheet 6 of 7
STRT PMP EL.= 50.79
END PMP EL. = 48.70
Mijrr)hv-Rmwn I / (' Fnninpprinry
ZONE ELEVATIONS
TOP OF DIKE ELEV = 52.40
TOP OF STORM ELEV = 51.40
TOP OF TEMP STORAGE ELEV = 50.79
Tr)p nP TRFAT FLF-V = 4870 SHWT = 0.00
FINISHED BOTTOM ELEV = 42.40
[phone]

Grower: 50733 Designed By: KBVV
Address: PO Box 856 Checked By: DSE
Warsaw, INC 28398 Date: 12/17108
Countv: Robeson 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.
, is k I I I , , , I",
NOTE: See attached Waste Utilization Plan
DESIGNED: Ln-xi q,
DATE: -,7Lo "ills I I
COMMENTS:
MurDhv-Brown.
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.
P.O. Box 856, Warsaw NC
(910)

(3rower: 50743 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12117101]
County: Robeson Sheet 1 of 7
FARM INFORMATION
Farm Population:
Nursery:
--------------
0
Wean to Finish:
---------- --------
0
Finishing:
— ................
8800 Hd.
Farrow to weanling;
-------------------
0
Farrow to feeder:
-------------------
0
Farrow to finish:
---------------
0
Boars:
-------------------
0
Storage Period:
-------------------
180 Days
25 Yr. / 24 Hr Storm Event
...................
7.0 In.
"Heavy Rain" Factor
Not Applicable
Rainfall in Excess of Evaporation
-------------------
7.0 In.
Additional Water Usage:
-------------------
0
Additional Drainage Area:
-------------------
0
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape?
(Y/N) ------------
N
Does Operator Want Emergency Spillway?
(Y/N) ------------
N
Was This Design Built Prior to Sept. 1996?
(Y/N) ------------
Y
Is Drain Tile Req'd to Lower SHWT?
(Y/N) ------------
N
Seasonal High Water Table Elev: --- ---------------
0.00
Freeboard: -------------------
1.0
Ft.
Emergency Spillway Flow Depth: Not Applicable
Side Slopes: -------------------
3
:1 (H:V)
Inside Top Length: ------- I ---- ------
900.0
Ft.
Inside Top Width: .1 --- -------- .....
260.0
Ft.
Top of Dike Elevation: ----------------
Depth
51.20
Ft.
Finished Bottom Elevation: ----------------
10.00 Ft.
41.20
Ft.
Start Pump Elevation: ----------- — ...
19.32 In.
49.59
Ft.
Stop Pump Elevation: ----------------
44.28 In,
47.51
Ft.
LAGOON VOLUME REQUIRED VOL.
Storm Stor =
136500
(Cu.Ft.)
Temporary =
426618
(Cu.Ft.)
Permanent =
1188000
(Cu.Ft.)
1,7511,11
DESIGN VOLUMES
136,966 (Cu.Ft.)
448,913 (Cu.Ft.)
1,188,194 (Cu.Ft.)
1,774,072 (Cu.Ft.)
112 Treatment Volume = 694,000 (Cu.Ft.)
1/2 Treatment Volume Elevation 44.52 Ft.
90 Temporary Storage Volume Elevation 48.30 Ft.
Min. Required Liner Thickness
Lagoon Surface Area: (Inside TOD)
% REQ'D.
100.34%
105.23%
101.31
80.11 In.
34.75 In.
1.5 Ft.
234,000 S.F.
Murphy -Brown, LLG Engineering P.O. Box 856, Wirsaw, NC 28396 [phone]

Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/17/08
County: Robeson Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: Cu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.)
Area (SF)
Incr. Vol. (Cu. FT)
Cumul. Vol. (Cu. FT)
41.20
168,000
0
42.00
173,015
136,406
136,406
43.00
179,349
176,182
312,588
44.00
185,754
182,551
495,139
45.00
192,232
188,993
684,132
46.00
198,781
195,507
879,639
47.00
205,403
202,092
1,081,731
48.00
212,097
208,750
1,290,481
49.00
218,862
215,479
1,505,960
50.00
225,700
222,281
1,728,242
51.00
232,609
229,155
1,957,396
51.20
234,000
46,661
2,004,057
These volumes were calculated using the vertical average end area method
TOTAL REQD VOL 1,751,118
CF
CUMULATIVE
VOL.
ZONE VOL.
191.31%
0
END PUMP — 47.51
FT
1,188,194 CF
TR'MT
1,188,194
1 00.02%
)0 010
START PUMP 49.59
FT
1,637,106 CF
TEMP
448,913
105.230%
MAXSTORAGE 50.20
FT
1,774,072 CF
STORM
1 136,966
100.341%
)0 '1
Murphy Brown, LL C Engineering P.O. Box 856, Warsaw. NC 28398 [phone]

Address: PC Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/17/08
County Robeson Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
Animal Type Capacity ALW (�'u—.ft./Ib) - ==otal
Nursery
0
30
1.00
0
Wean to Finish
0
115
1.00
0
Finishing
8,800
135
1.00
1,188,000
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
FBoars
0
400
1.00
0
Total Required Treatment Volume (cu. ft.)= 1,188,000
Sludge Storage Volume:
Animal Type Capacity ALW (cu.ft./lb) T =ot a
Nursery
0
30
0.00
0
Wean to Finish
0
115
0.00
0
Finishing
8,800
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
113oars
0
400
0.000
Total Required Sludge Storage Volume (cu. ft.)m
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
8,800
180
1.37
2,170,080
Farrow to weanling
0
180
4.39
0
Farrow to feeder
0
180
5.30
0
Farrow to finish
0
180
14.38
0
lBoars
0
180
4�06
0
Total Manure Production (gals.)=
Total Manure Production (cu.ft.)=
Excess Fresh Water:
2,170,080
290,118
jAnimal Type Capacity Sto. Period d1day) = Total 7:�
Nursery
0
180
0.00
0
Wean to Finish
0
180
0.00
0
Finishing
8,800
180
0.00
0
Farrow to weanling
0
180
0.00
0
Farrow to feeder
0
180
0.00
0
Farrow to finish
b
180
0.00
0
Boars
0
180
0.00
0
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=
LLC

Address! PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12117/08
County: Robeson Sheet 4 of 7
Temporary Storame Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft
Vol.= (234000 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall In Excess of Evap. (cu.ft,)= 136,500
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'l Drainage Area) * 25Y0241-1r. Storm(in) / 12in./ft,
Vol.= (234000 sq.ft + 0 sq.ft.) * 7.0 in. 112 in./ft.
Total Required Volume for 25YrJ24Hr. Storm Event (cu.ft)= 136,500
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'l Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (234000 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
Total Required Storm Storage
(25Yr. / 24Hr. Storm + 'Heavy Rain')= 136,500 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) 426,618 (CUYT)
Total Required Permanent Storage
(Treatment + Sludge) 1,188,000 (CU.FT)
TOTAL REQUIRED VOLUME = 17511118 (CU.FT.)

Grower: 50743 Designed By: KEW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/17/08
Countv: Robeson Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation -------------------
51.20
FT.
Emergency Spillway Crest Elevation -------------------
Not At
Applicable
Top of 25Yr. / 241-1r. Storm Storage -------------------
50.20
FT.
Top of "Heavy Rain" Storage -------------------
Not
Applicable
Start Pump Elevation -------------------
49.59
FT.
End Pump Elevation -------------- ----
47.51
FT,
Top of Sludge Storage ---- I --------------
Not
Applicable
Seasonal High Watertable Elev. -------------------
0.00
Finished Bottom Elevation -------------------
41.20
FT.
Inside Top Length -------------------
900.00
FT.
Inside Top Width -------------------
260.00
FT,
Side Slopes ------------------
3:1
H:V
Lagoon Surface Area -------------------
234,000
SF
Min. Liner Thickness (if required) -------------------
1.5
FT.
Freeboard Depth -------------------
1.00
FT.
Temporary Storage Period -------------------
180
Days
Zone Depths:
TOTAL DESIGN VOLUME = 1774072 (CLIXT.)
Treatment/ Sludge Storage Zone Depth ----------- 6.3 FT.
Temporary Storage Zone Depth ----------- 2.1 FT.
Freeboard / Storm Storage Zone Depth ----------- 1.6 FT.
Total Lagoon Depth ----------- 10,0 FT.

Grower:
Address:
PO Box 856
Warsaw, NC 28398
Robeson
STRT PMP EL.= 49.59
END PMP EL. = 47.51
Checke(DSE
Date: 12/17/08
Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV = 51.20
TOP OF STORM ELEV = 50.20
70P OF TEMP STORAGE ELEV=49.59
TOP OF TREAT ELEV = 47.51 SHWT 0.00
FINISHED BOTTOM ELEV = 41.20

Grower: 50743 Designed By: KEW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/17/08
County: Robeson Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior to June, 1996,
Emergency Spillway:
An Emergency Spillway is not required.
NOTE: See attached Waste Utilization Plan
DESIGNED: Z
DATE:
COMMENTS:
This design is update of start and stop pump elevations and to show the 1/2
treatment volume level for sludge storage. This design does not supercede the
original certification of the farm.
Murphy -Brown, LLG Engineering P.O. Box

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.
*RePlinted for Certification Training for Operations of Animal Waste Management Systems Manual

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

Lagoon surface -- look for:
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
M

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.
rd

• 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:
E

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

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

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) qii o - li�)3 - �'3n 0
EMERGENCY MANAGEMENT SERVICES (EMS) Rko - tp-1 I - 3 k C-C)
SOIL AND WATER CONSERVATION DISTRICT (SWCD) CM__N_31A_5 _"e
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) q ( C) - -1 -5LI-1-6'
COOPERATIVE EXTENSION SERVICE (CES) C� I D - �,o_l - _'2 _Ik-o
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.
U Leakage from flush systems, houses, solid separators - action include
a) Stop recycle pump.
b) Stop irrigation pump.
C) Make sure siphon occurs.
d) Stop all flow in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks -
possible action:
a) Dig a small sump or ditch from the embankment to catch all seepage, put in a submersible
pump, and pump back to lagoon.
b) If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil.
C) Have a professional evaluate the condition of the side walls and the lagoon bottom as soon
as possible.

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone #, After hours,
emergency number: [phone]. Your phone call should include: your name, facility
number, telephone number, the details of the incident from item 2 above, the exact
location of the facility, the location or direction of the movement of the spill, weather and
wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NIRCS
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 (NIRCS, Consulting Engineer, etc.)
a. Name: Kraig Westerbeek
b. Phone: (910) 293 - 5330
Implement procedures as advised by DWQ and technical assistance agencies to rectify the
damage, repair the system, and reassess the waste management plan to keep problems
with release of wastes from happening again.

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
Flush Gutters Accumulation of solids (V) 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.
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
Animal Holding
Accumulation of animal
Areas
wastes and feed wastage
MIC —November 11, 1996
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.
Eliminate low area 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).
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.
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
I I

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

Storage tank or
Partial microbial
( )Bottom or midlevel loading
basin surface
decomposition Mixing while
( Jank covers
filling Agitation when emptying( )Basin surface mats of solids
( )Proven biological additives or oxidants
Settling basin
Partial microbial decom-
( )Extend drainpipe outlets underneath liquid
surface
position Mixing while filling
level
Agitation when emptying
( )Remove settled solids regularly
Manure, slurry or
Agitation when spreading
( )Soil injection of slurry/sludges
sludge spreader
volatile gas emissions
( )Wash residual manure from spreader after use
outlets
( )Proven biological additives or oxidants
Dead animals
Carcass decomposition
( )Proper disposition of carcasses
Dead animal
Carcass decomposition
( )Complete covering of carcasses in burial pits
disposal pits
( )Proper location / construction of disposal pits
Incinerators
Incomplete combustion
( )Secondary stack burners
Standing water
improper drainage
(,/)Farm access road maintenance
around facilities
Microbial decomposition of
away from facilities
organic matter
Manure tracked Poorly maintained access (,)Farm access road maintenance
onto public roads roads
from farm access
Additional Information:
Available From:
Swine Manure Management 0200 Rule / BMP Packet
NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet
NCSU-BAE
Swine Production Facility Manure Management:Pit Recharge —Lagoon Treatment:EBAE128-88NCSU-BAE
Swine Production Facility Manure Management: Underfloor Fluse-Lagoon Treatment 129-88NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE103-83NCSU-BAE
Calibration of Manure and Wastewater Application Equipment EBAE Fact Sheet
NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33
NCSU-Svvine Extension
Environmental Assurance Program: NPPC Manual
NC Pork Producers
Assoc
Options for Managing Odor; a report from the Swine Odor Task Force
NCSIJ Agri Communication
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO101,
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.
13

50713 - 50743 Four Site BMPs 1996.pdf
Created by FREE version of
ll�aL
mi FolderMill

CA
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Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
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
F I 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 Dercent of surface
Excessive vegetative Decaying vegetation Maintain vegetative control along banks of
Mwth lagoons and other impoundments to prevent
accumulation of decayirq, vegetative matter along
water's edge on impounyment's perimeter.
Feeders Feed spillage Design, operate, and maintain feed systems (e.g.,
bunkers and troughs) to minimize the
accumulation of decaying wastage
Clean up spillage on a routine basis (e.g., 7- to
10-day interval during summer; 15- to 30-day
AMIC —November 11, 1996, page I
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Insect Control Checklist for Animal Operations
BMPs to Control
Feed storage Accumulations of feed residues
El
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)
Einspect
l
for and remove or break up accumulated
solids in filter strips around feed storage as
needed
Animal holding areas Accumulations of animal wastes
Eliminate low areas that trap moisture along
and feed wastage
F]
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)
Dry manure handling Accumulations of animal wastes
Remove spillage on a routine basis (e.g., 7- to 10-
systems
day interval during summer; 15- to 30-day
interval during winter) where manure is loaded
for land application or disposal
Provide for adequate drainage around manure
stockpiles
inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and
manure handling areas as needed
For more information contact:
Cooperative Extension Service, Department of Entomology, Box 761j, North Carolina State University, Raleigh, NC 27695-7613.
AMIC —November H, 1996, page 2
C31
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Swine Farm Waste Management Odor Control Checklist
gource Cause HMFs to Minimize Udor �)ite �,pecnie rractices
Farmstead Swine production
X
Vegetative or wooded buffers
X
Recommended best management practices
Good jud.-ment and common sense
7X
Animal body surfaces . Dirty manure -covered animals
FXI
Dry floors
Floor surfaces . Wet manure -covered floors Fx]
Slotted floors
F]
Waterers located over slotted floors
X
Feeders at high end of solid floors
I X
Scrape manure uildup from floors
Underfloor ventilation for drying
Manure collection Dits . Urine
0 Partial microbial decomposition
Ventilation exhaust 0 Volatile gases
fans
. Dust
Indoor surfaces . Dust
Frequent manure removal by flush, pit recharge,
1 7X or scrape
F—_l Underfloor ventilation
ITI Fan maintenance
r ---- 1 Efficient air movement
between groups of animals
Fx_1 Feed additives
1-1 Feeder covers
Feed delivery downspout extenders to feeder
covers
Flush tanks Agitation of recycled lagoon Flush tank covers
liquid while tanks are filling 1-1
Extend fill lines to new bottom of tanks with
1-1 anti -siphon vents
Flush alleys Agitation during wastewater Underfloor flush with underfloor ventilation
conveyance
AMOC —November It, 1996, page I
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Swine Farm Waste Management Odor Control Checklist
gourre Cause BMPs; to Minimize Odor Site Specific Practices
Pit recharge points 0 Agitation of recycled lagoon Extend recharge lines to near bottom of pits with
liquid while pits are filling anti -siphon vents
Lift stations 0 Agitation during sump tank Sump tank covers
filling and drawdown L-1
Outside drain 0 Agitation during wastewater Box covers
collection orjunction conveyance F-1
End of drainpipes at Agitation during wastewater Extend discharge point of pipes underneath
1.�� EKI la2oon liamid level
Lagoon surfaces . Volatile gas emissions
• Biological mixing
• Agitation
Proper lagoon liquid capacity
Correct lagoon startup procedures
Minimum surface area -to -volume ratio
X
X Minimum agitation when pumping
Mechanical aeration
Proven biological additives
litigation sprinkler
. High pressure agitation
—
I X]
Irrigate on dry days with little or no wind
no=les
0 Wind drift
F]
Minimum recommended operating pressure
F]
Pump intake near lagoon liquid surface
F1Pump
from second -stage lagoon
Storage tank or basin
. Partial microbial decomposition
Bottom or midlevel loading
surface
F-1
. Mixing while filling
F
Tank covers
. Agitation when emptying
F-1
Basin surface mats of solids
F-1
Proven biological additives or oxidants
AMOC— November 11, 1996, page 2
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0)
-0
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Swine Farm Waste Management Odor Control Checklist
Source
Cause
BMPs to Minimize Odor Site Specific Practices
Settling basin surface
Partial microbial decomposition
Extend drainpipe outlets underneath liquid level
Mixing while filling
Remove settled solids regularly
Agitation when empl
Nianure, slurry, or
Agitation when spreading
Soil injection of slurry/sludges
sludge spreader outlets
Volatile airs emissions
F I
Wash residual manure from spreader after use
F-1
Proven biological additives or oxidants
Uncovered manure,
0 Volatile gas emissions while
F-1
Soil injection of slurry/sludges
slurry, or sludge on
drying
field surfaces
F-1
Soil incorporation within 48 hours
ElSpread
in thin uniform layers for rapid drying
Proven biological additives or oxidants
Dead animals
0 Carcass decomposition
FXI
Proper disposition of carcasses
Dead animal disposal
. Carcass decomposition
F-1
Complete covering of carcasses in burial pits
pits
FProper
location/construction of disposal pits
Incinerators
0 incomplete combustion
1-1
Secondary stack burners
Standing water around
- Improper drainage
Grade and landscape such that water drains away
facilities
F I
from facilities
0 Microbial decomposition of
Manure tracked onto Poorly maintained access roads Farm access road maintenance
public roads from farm F I
access
AMOC —November fl, 1996, pagge 3
4
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Additional Information:
me 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; PIH-33
Environmental Assurance Program; NPPC Manual
Options for Managing Odor; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO] 07, 1995 Conference Proceedings
AMOC — November 11, 1996, pagge 4
(.)I
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Available From:
NCSU, County Extension Center
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NCSU— BAE
NCSU— BAE
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NCSU— BAE
NCSU— BAE
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NCSU— Swine Extension
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N.C. Pork Producers Assoc.
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NCSIJ Agricultural Communications
-0
Florida Cooperative Extension
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50713 - 50743 Four Site BMP Mortality Management Methods
030119.pdf
Created by FREE version of
NaL
mi FolderMill

50713 - 50743 Four Site BMP Mortality Management Methods 030119pdf
VerSion—November 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
7 7X death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106403). The bottom of the burial pit should beat least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS I SA NCAC
13B .0200.
1�1 7 Rendering at a rendering plant licensed under G.S. 106-168.7.
7 F1 Complete incineration according to 02 NCAC 52C.0102.
A composting system approved and permitted by the NC Department of Agriculture & Con-
D E] 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.
Hichad I- CMY a
Signature of Farm Owner/Manager
'e" XL",�
Signature of Technical Specialist
3-1-19
Date
3-1-19
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