780085_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Aninial Waste Management Systems
Request trit Certification ofCoverage
Facility Currentls covered by @it Expiring Sate Non -Discharge General Permit
Oil September 30. 2019. tile North Carolina State Non -Discharge General Permits for Annual Waste Management S)stenls "Ll
expire. As required by these permits, facilities (fiat haNe been issued Certificates or Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore- all applications
must be received by the Division of Water Resources by no later (hail April 3, 2019.
Please do not leave any question anansivered. Please verify all information and inake an�y necessa�v corrections belorv.
Application most be signed and dated kv the Perinittee.
I , Farm Number: 78-0085
2� Facility Name: Farm 94 / 3094
3. Landowner's Name (same as air file Waste Management Plan):
,L Landowner's Minding Address: PO Box 856
City: Warsaw
Telephone Number: 910-293-3434 Ext.
Certificate Of Coverage Number: AWS78008s
MUrphV-Brown LLC
State: NC Zip: 28398-0856
E-mail: it Riffile QD eo
5. Facility's Physical Address: Sr 1762
City: Saint Pants State:
6. County 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, "rite "None"):
10. Operator Name (OIC): Ronald Lee Matiliev%s Jr.
11. Lessee's Name (if [here is not a Lessee, write "None"):
NC
David C Nordin
910-293-5330 Ext.
MUrriliv-Broon LLC
Phone No.: 910-281-3146
12, Indicate annual operation type and number
Current Permit Operations Type Allowable Count
Swine - Feeder to Finish 16,000
Overation Tviles:
S"ine
Cattle
Dry Poultry
Wean to Finish
Dairy Calf
Non Living Chickens
Wean to Feeder
Dairy I leifer
Laying Chickens
Farrow to Finish
Milk CO,Nr
Pullers
Feeder to Finish
Dr\ Cco�
I urke� s
Fai row to Wean
BeefStockei Calf
Turke� Pullet
Fai i ow to Feeder
BeefFeedej
Boar/SlUd
BccfBroad Co,
Wet Polift"
Gilts
Other
Non La\ ing Pullet
Other
Lase,
Zip: 28384
OIC #: 990008
Other Tynes
Horses - Horses
Horses - Other
Sheep - Sheep
Sheep - Other

13. Waste Treatment and Storage Lagoons (Verify tile following information is accurate and complete. Make all necessar%
corrections and provide missing data.)
Somme
Name
Estimated
Date
Part
Liner Type
(Clay. S3 nthe(ic,
Unkii
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboald
"Recline"
(Inches)
3094-A
3094-B
A
7 0"Z
-1-7 Lo
B
Mail one (1) copy of the Certified Animal Waste Management Plan (CANNAIP) %%ith this completed and signed application
as required by NC General Statutes 143-215.1111 to the address belon.
'File CA WM P must i ]let Lide (lie fol I ONN ing coal ponents:
I � The most recent Waste Utilization Plat, (WUP). signed by the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. 'File soil series present oil every land application field
d. Tile crops groNNn oil every land application field
e. The Realistic Yield Expectation (RYE) for every crop shoon in the WUP
f The maximum PAN to be applied to every land application field
g. The waste application windoos for e% cry crop utilized in tile WUP
h The required NRCS Standard specifications
2. A site niap/schematic
3, Enlergenc% Action Plan
4, Insect Control Checklist with chosen best management practices noted
5. Odor Corarol Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use [lie enclosed updated Mortality Control Checklist
7. Lagoon/stmage pond capacity documentation (design, calculations, etc.) Please be sure (lie above table is accurate and
complete. Also provide any site evaluations. oetiand determinations, of hazard classifications that ma% be applicable to
your facility.
& Operation and Maintenance Plan
If your CAWMP includes any components not shoon oil this list, please include the additional components with your submittal.
(e.g. composting, digesters, %xaste transfers, etc.)
As a second option to mailing paper copies of tile application package, you can scan and email one signed cop), of the
application and all the CAWNlP items above to: 20119PermitlRenewalConcienur.go%

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 we not completed and that if all required supporting information and attachments are not
includect, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, my person who knowingly makes.any 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 punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):
Name: Title: k-'-) X\ 9--
Signat2� Date: \C�
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number; [phone]
E-mail: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

Anil . Waste Management Plan Cer cation
(Please type or prim all informadon that does not require a signature)
General Tnformation:
Name of Farm: rAicm 14 Facility No:
Owner(s) Name: ' &OWAA OF dACoLIA)A- Yhone No: flo -21,
Mailing Address: 'Pc) 7'�Ox �9-7 04954t) XC ZP599
Fa77n Location: Fourteen Digit Hydrologic Unit:- 0 -3 Qq0 ZO 5/ 30010
Latitude and Longitude: 30 172 --be 00'�� County: ZAP �_54
Please attach a copy of a county road map with location identified and describe below (Be specific: road
names, directions, milepost, etc.): 50r A / -11. 2- Jovve 9,- S'r.
Operation Description:
Type of Swine No. of Animals
0 Wean to Feeder
0 Feeder to Finish
Q Farrow to Wean
C! Farrow to Feeder
2 Farrow to Finish
Type of Poultry No. of Animals Type of Cattle No. of Animals
• Uyer 0 Dairy
• PulleLs M Beef
Other Type of Livestock 7 Number of Animals:
Acreage Available for Application: //6� Required Acreaze: 171
Number o4� /StoragePonds: ?_ Total Capacity: !!z /o 3, (:, � V Cubic Feet (ft3)
Are subsurface drains present on the farm: YE 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 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. 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 submined 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 �he approved plan is changed) within 60 days of a title transfer.
Name of Land)Owner: ZWOAIAJ 5 (If- 0MOUN4
Date:
Signature'___.'-LI444kI'
Name Of M ft
an2aer(if
Signature: -
from owner):
Date:
AIVC -- April 24, 1996
B00101140222)

1,L;chnical Specialist CertifiLation
As a technical specialist designated by the North Carolina Soil and Water Conservation Commission
pursuant to 15A NCAC 6F .0005, 1 certify that the animal waste management system for the farm
named above has an animal waste management plan that meets or exceeds standards and specifications
of the Division of Environmental Management (DEM) as specified in 15A NCAC 2H.0217 and the
USDA -Natural Resources Conservation Service (NRCS) and/or the North Carolina Soil and Water
Conservation Commission pursuant to 15A NCAC 2H.0217 and 15A NCAC 6F .0001,0005. The
following elements are included in the plan as applicable. While each category designates a technical
specialist who may sign each certification (SD, SI, WUP, RC, I), the technical specialist should only
certify parts for which they are technically competent.
II. Certification of Design
CAR04"
A) Collection, Storg9e. Treatment Svstem
Check the appropriate box SEAL
Q Existing facility without retrofit (SD or VYrUP) 16415
Storage volume is adequate for operation capacity; storage capability con st
waste utilization requirements. , __ N�
New, dko'ande or retrofitted facilitV (SD)
Animal-TMe- storage and treatment structures, such as but not limited to collection systems,
lagoons and ponds, have been designed to meet or exceed the minimum standards and
specifications.
Name of Technical Specialist (Please
Address(A.-ency): _"r$3 54-, &A,17W. Ak_ Phone No.: -
A/0 5-'70 2703
Signature: Date: it) A-) q
B) Land Application Ske (WUP)
The plan provides for minimum separatic:,s (buffers); adequate amount of land for waste
utilization; chosen crop is suitable for waste ma..,kgement; hydraulic and nutrient loading rates.
Name of Technical Specialist (Please Print)- k2/'�nml. I/m/sot)
C) Kunorf (,011trols from Exterior T.Ots
Check the appropriatebox
Facilitv without exterior lots (SD or WUP or RQ
This facility does not contain any exterior lots.
Q Facilitv with exterior lots (RC)
Methods to minimize the run off of pollutants from lounging and heavy use areas have been
designed in accordance with technical stanoxcis developed by NRCS.
Name of Technical Specialist (Please P____ Jlmrv�y Vwsoj
,-A - A
AWC -- April 24, 1996
No.: jo ;13 -?IS q
800�02140223

AN%
D) 1Ul1dUZ1U:1a=nt
Check the aWcPriafe box
ExiStinafa 11�1, dI ri .
Animal, waste application e
Waste application 29W-merit (WUP or I)
quipment specified in the plan has been either field calibrated Or
evaluated in accordance ith existing design charts and tables and is able to apply waste as
necessary to accorrn=m ate the waste management plan: (existing application equipment can
cover the area required by the plan at rates not to exceed either the specified hydraulic or
nutrient loading rates, a schedule for timing of applications has been established; required
buffers can be maintained and calibration and adjustment guidance are contained as pan of the
plan).
Ne grg&��facilitv- or existing facilitv without exisfing waste sp
,'U"mal wM-M application equipment 'specified in- 0',, p',,11 � Dlic2tffin Qiiipmen (I)
has been designed to apply waste as
necessary to accommodate the waste management plan; (proposed application equipment can
cover the area required by the plan at rates not to exceed either the specified hydraulic or
nutrient loading rates; a Schedule for timing of applications has been established; required
buffers can be maintained; calibration and adjustment guidance are contained as part of the
plan).
Name of Technical Specialist (Please Print):_. LZ77rEe A7771c'*eb
Affiliarinn-
Address(Aaency):
1.--- 0 hone
III. Certifi-cation of Installation
.A) Collection, Storaae� Treatment Tnstallation
New, expanded or retrofitted facili (SI)
Animal waste storage and treatment structures, such as but not limited to lagoons and ponds,
have been installed in accordance with the approved plan to meet or exceed the minimum
standards and specifications.
Forexistingfacilities without retrofits, no ce?Wf
Ication is necessary.
Name of Technical Specialist (Please Prin
Affiliation: Sjcv.
Address(Agency): �� ' f /'� ,�
/t/ , 2�, X-45phorie No.: ?/a - 5-yet — 2 7a
Sienature: -5,
AWC -- April 24,1996
13001 0� 1
,0p 1�k CARot
SEAL
16415

B) Und Anplication Si e (WUP)
Check the appropriate box
The cropping system is in place on all land as specified in the animal waste management plan.
ied in the plan is cleared for planting; the
Q Conditional Approval: all required land as specif
cropping system as specified in the waste utilization plan has not been established and the
owner has corrunitted to establish the vegetation as specified in the plan by
(month/day/year); the proposed cover cro�p is appropriate for compliance witTTe �waste
utilization plan.
El Also check this box if appropriate
if the cropping system as specified in the plan can not be established on newly cleared
land within 30 days of this certification, the owner has committed to establish an int6rim
crop for erosion control;
Name of Technical Specialist (Please Print)
Affiliation:
Address(, ".-cy):
Signature: I L" �4WJII —jt/� Phone No.:
J .
This followi / , I Date:
ng signa�ure block is only to be used when the box for conditional approval in III. B
above has t(een checked.
I (we) certify that I (we) have committed to establish the cropping system as specified in my (our) waste
utilization plan, and if appropriate to establish the interim crop for erosion control and will submit to
DEM a verification of completion from a Technical Specialist within 15 calendard'ays following the date
specified in the conditional certification. I (we) realize that failure to submit this verification is a
violation of the waste management plan and will subject me (us) to an enforcement action from DEM.
Name of Land Owner:
Signature: Date:
Name of Manager(if different f!rorn owner):
Signature: Date:
Q Ru!]off Controls frorn-Exterior Lpts (RC)
RE cii "th exterior lots
eM Lto minimize the run Off Of P011u=ts from lounging and heavy use areas have been
installed as specified in the plan.
For -facilities without exterior
Name of Technical Specialist (Please
Affiliation:
Address(Agency): —hone No.:
0
AWC -- April 24,1996 4

D) Application an d Hr LudlimaLaulimmetntl'nstallafion (WTJPorI)
Check the appropriate block
Q Animal waste application and handling equipment specified in the plan is on site and ready
for use; calibration and adjustment materials have been provided to the owners and are
contained as part of the plan.
C1 Animal waste application and handling equipment specified in the plan has not been
installed but the owner has proposed leasing or third party application and has provided a
signed contract; equipment specified in the contract agrees with the requirements of the
plan; required buffers can be maintained; calibration and adjustment guidance have been
provided to the owners and are contained as part of the plan.
Conditional approvalAnimal waste applicarionand handling �37!n�nt specified in the
plan has been purchased and will be on site and installed by . '7
(month/day/year); there is adequate storage to hold the waste until the equipment is installed
and until the waste can be land applied in accordance with the croppin m contained
in the plan; and calibration and adjustment guidance have been providegd syostthee owners and
are contained as pan of the plan.
Name of Technical Specialist (Please
Affiliation: I, —
Signature
M -V �/�Sd ')
te No.:
.-2 -3k-arl
The followin� signat�re block is only to be used when the box for Conditional approval in III D
above has be n checked.
I (we) certify that I (we) have committed to purchase the animal waste application and handling
equipment as specified in my (Our) waste management plan and will submit to DEM a verification of
delivery and installation from a Technical Specialist within 15 calendar days following the date specified
in the conditional certification. I (we) realize that failure to submit this verification is a violation of the
waste management plan and will subject me (us) to an enforcement action from DEM.
Name of Land
Name of
from owner):
te:
Date:
Please return the completed form to the Division of Environm I ental Management at the
following address:
Department of Environment, Health, and Natural Resources
Division Of Environmental Management
Water Quality Section, Compliance Group
P.O. Box 29535
Raleigh, NC 27626-0535
40
*A Please also remember to submit a copy of this form along with the complete Animal vVaste
Management Plan to the local Soil and Water Conservation District Office and to keep a copy in
your files with your Animal Waste Management Plan.
AWC -- April 24,1996

Murphy -Brown, LLC 7/10/2018 2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
NUTRIENT UTILIZATION PLAN
Grower(s): Murphy -Brown, LLC
Farm Name: Farm 3094 Facility 78-85
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 $oil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner:
I. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4, Do not apply waste on saturated soils, when it is raining, or when the surface is frozen.
Either of these conditions may result in runoff to surface water$ 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 (he animal waste is based on typical nuttient content
for this type of facility. In some cases you may want to have plant analysis lade, which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain PH in the optimum range for specific crop production.
This waste utilization plan, if carried out, meets the requirements for compliance with 1 5A NCAC
2H .0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR (gallons, W, tons, etc.):
Capacit Waste Produced er Mal Total
Farrow to Wean
3203 gallyr
gallyr
Farrow to Feeder
3861 gallyr
gallyr
Farrow to Finish
10478 gaVyr
galfyr
Wean to Feeder
191 gallyr
gal/yr
Wean to Finish
776 gallyr
gallyr
16000
Feeder to Finish
927 gallyr
14,832,000 gallyr
Gilts
1015 gallyr
gal/yr
Boars
2959 gaVyr
— gallyr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (lbs):
Capacitz = Nitrogen Produced per Animal Total
Farrow to Wean
3.84 lbstyr
—lbs/yr
Farrow to Feeder
6.95 lbs/yr
lbs/yr
Farrow to Finish
18.86 lbs/yr
lbs/yr
Wean to Feeder
0.34 lbstyr
lbs/yr
Wean to Finish
1A lbs/yr
lbstyr
16000
Feeder to Finish
1�67 lbs/yr
26,720 lbstyr
Gilts
1.83 lbs/yr
lbstyr
Boars
5.33 los/yr
lbstyr
I otal 26,720 lbs/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: 190.03
Total N Required Ist Year: 45811.83
Total N Required 2nd Year: 33601.76
Average Annual Nitrogen Requirement of Crops: 39,706.79
Total Nitrogen Produced by Farm: 26,720.00
Nitrogen Balance for Crops: (12,986.79)
The following table describes (he specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the Size
soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2 of 11

Reception Area Specifications
Tract, Field Irrigated Soil ist crop Timeto IStCmp IStC,op LbSWAc Lbs N Total 1W N
Acreage Type Code Apply Yield Ills WUnit Residual IAC Utilized
2nd Crop Time to 2nd Cro, 2.d Crop Lbs NIA, Lbs N Tola, Ilm N
Code Apply Yield Ills WUnit Residual lAc Utilized
Total
Lbs WAc
Total We N
Utilized
I
I
I I
I
I
I 1
1
7473
1
4.64
LY
C
March,�Sept
5.51 431
1 236.5
1097.36
L
I sept-AP,
1 11 501
50
1 232
286.5
1329.36
7473
2
1.97
L
C
March -Sept
5.5 43
1 236.5
465.905
L
I SeM-Aar
1 11 501
1 50
1 98..5
286.5
564.405
7473
SA
5.75
Co
D
Fet,15-June
1" 0.9 151
1 44
114.6
658.95
N
I Seot-Aw
1 551 1.931
1 106.15
1 610.3626
220.75
1269.313
7473
38
5.77
Co
D
gFeb15-June
j14"4 0.9 151
114.6
661.24i
N
Sept-Aw
1 551 1.931
1 106.15
1 612.4855
220.75
1273-728
7473
4A
4.74
Ra
0
Fet,15-June
150 0.9 15
120
568.8
N
I Sept -AM
1 551 1.931
1 106.15
1 503.151
226.15
1071.951
7473
4S
5
Ra
D
Febl&June
150 0.9 15
120
600
N
I Sept -AM
I ssl 1.931
1 106.15
1 530.75
226b!5
1130.7 - 5 -
7473
SA
423
Re
D
Feb15,June
150 0.9 15
120
507.6
N
I SeptAW
1 551 1.931
1 1M.15
1 "9.0145
2.26.15
956-61451
7473
5B
4.75
Ra
D
Feb15-Jun
150 0.9 15
120
570
N
I Sept -AM
1 55 1.931
1 106.15
1 504.2125
226.15
107421
7473
6A
4.51
Ra
D
Feb15-June
150 0.9 15
120
541.2
1 N
Sept -Apr
55 1.931
1 106.15
478.7365
226.15
1019.937
7473
1 es
446
Co
D
Feb15-Jum,
144 0.9 15
114.6
$11.116
1 N
Sept -Apr
55 1-931
1 106.15
11473 4-29
__H0 7-5
984.515
7473
7
1.52
GOA
C
March-Septj
6.5 46
299
454.48
L
Sept -Apr
i 501
1 so
76
349
530.4F
7473
8
4.15
GOA
C
March-Septi-6.5
46
299
1240.85
L
Sept -Apr
i 501
1 50
207.5
349
1448.35
7473
9
2.T7
GOA
C
March -Sept
6.5 46
299
828.23
L
Sept -Apr
1 501
1 so
138.5
349
�.73
7473
10
3.92
Ra
C
March-Septl
4.5 43
193.5
758.52
L
Septo-AM
1 501
1 50
196
2415
9M.52
7473
11
3.17
Its
C
Marah-Saptl
4.5 43
193.5
613.395
L
Sed-Aw
i 501
1 so
158.5
243.5
771.895
7473
12
1.75
Ra
C
March-sedtj
4.5 431
193.5
338.625
L
SW -Apr
i 501
1 50
87.5
243.5
4M.125
7473
is
1.78
Co
D
Fabi!5�Junel
1� 0.91 15
114.6
203.988
N
So -
55 1.931
1 106.15
188.947
220.75
392.935
7473
1 16
1 3.41
Co
D
Feb15-June
1� 0.9 15
114.6
390.786
N
Sept -Apr
55 1.931
106.15
361.9715
220.75
752.7575
7473
17
514
co
D
Febl5-June
1" 09 15
114.6
589.044
N
Sept-Aqw
551 1.931
106.15
545.611
220.75
1134.6551
7473
18
SAI
Co
D
Feb1S.June
144 0.9 15
114.6
619.986
N
I SePt-AW
55 1.931
106.15
574.2715
220.75
1194.258
7473
19
5.2
Co
D
FebIS-June
144 0.9 15
114.6
595.92
N
Sept -Apr
55 1.931
106.15
551.9B
220.75
1147.9
7473
20
5.16
Co
D
FebIrWune
144 0.9 151
114.6
591.336
N
Sept -Apr
55 1.93
106.15
547.734
220.75
1139.07
7473
21
5.61
Go
D
Febl5-June
1" 0.9 15
114.6
642.906
N
Sept -Apr
55 1.93
10615
595.5015
220.75
1238.408
7473
22
4.65
Co-
C
March -Se
3.6 43
150.5_
699.825
L
Sept -Apr
1 50
50
232.5
200.5
932.325
7473
23
3.79
Co
C
March�Sept
3.5 43
150.5
570395
L
Sept'AM
i so
50
189.5
200.5
759.895
7473
24
5.35
Co
0
Fet,15-June
1" 0.9 15
114.6
613.11
N
Se*AM
55 1.93
106.15
567.9025
220.75
1181.013
7473
25
578
Go
D
Febl5-June
I" 0�9 15
114.6_
662.388
N
Sept -Apr
55 1.93
106.15
613.54l7
22D.75
1275.935
7473
26
5.99
Co
D
Fdebl5-June
144 0.9 15
114.6
686_�
N
Sept -Apr
55 is3
106.15
635.8385
22035
1322.293
7473
27
1.3 1
Co
D
Feb15-June
144 0.9 15
114.6
148.98
N
Sept -Apr
55 1.93
106.15
137.995
220.75
286.975
7473
29
4.15
GOA
D
Febl5-Junel
156 0.95 15
133.2
552.78
N
Sept-Aw
65 2.09
135.85
563.7775
269.05 1
1116.558
7473
308
4
On
0
FeblSJune
Febl S"June
138 0.88 15
106.44
425,76 1
N
SW -Apr
551 1.8e
I
1OZ3
4W2
208.74
! 8M.95
7473
31A
332
On-
C
March-ISe
5 42
210
697.2 1
L
Sept -Apr
11 50
so
166
260
863.2
7473
31B
1.2
GOA
C
March -So
6.5 46
299
358S
L
Sept-Aw
1 50
-
50
60
349
418.8
7473
32A
4.72
GOA
D
Fet,15-June
156 0.951 15
133.2
628.7G4
N
Sept -Apr
65 2.09
135.85
641.212
269.05
1269b916
7473
32B
4.58
GGA
D
Fet,15-June,
156 OAS 15
133.2
610.056
N
Sept -Apr
65 2mO9
135.85
M.193
269.05
1232.249
7473
33A
2.28
GOA
0
Feb15-Jurle
jFebIWune
156 0.95 15
133.2
303.696
N
SeptApr
65 2.09
135.85
309.738
269.05
613.434
7473
33B
&n
GoA
D
Feb-15-June
156 0.95 15
133.2
500bB32
N
SeM­AM
65 2.09
135.85
510.796
269.05
1011.628
�473
wbl&2
228
Ly
C
Mamjh�-S&e
5.5 Q
236.5
539.22
L
Sept -Apr
1 so
50
114
286.5
653.22
-7473
sub3-6
3.28
Ra
D
S_j
150 0.9 15
120
391.2
N
Sept -Apr
55 1.93
106.16
346.049
226.15
737.249
-7473 1
subl'
1.41
GOA
C
March -Sept
6.5 46
299
42lb59
L
Sept -Apr
1 50
50
70.5
349
92.09
'7473 1
sub8&9 1
127
GOA
C I
March -Sept
6.5 46
299
379.73
L
Sept -Apr
1 so
50 1
63s
349
443.23
'7473
suk,10�14
ID.06
LaB
C
March -Sept
3.9 50
195
1961.7
L
Sept -Apr
1 so
50
503 1
245 1
2464.7
-;7473
sub15-21
4.29
Co
D
FebI5-June
1 0.9 15
114bb I
4UI.b� 11
N I
6aPt-AW
bb 1.931
106.15
456.3635
220.75
947.0175
7473
sub22&23
4.07
Co
C
MarchSept
3.5 43
150.5
61 2.535
L
Sept-Aw
11 50
50
203.5
200.5
816.035
�7473
stib24.27
4.29
Co
D
Feb­15-June
144 0.9 15
114.6
491.634
N
Sept -Apr
55 1.93
106.15
455.3835
220.75
947.0175
�7473
sub29&30S
4.39
on
D
Fet,15-June
138 0. 1
06.44
467. 16
N
Sect�r
55 1.86
ID2.3
"9.097
20874
916.3686
�473
.1:31
1.877
GOA
C
MarclS.Pt
rch_
AFW5�Jun
6.5 '16
299
559.13
J20.912
L
g
Seot-�Aor
jSept-AM
1 50
50
93.5
349
652.63
-7473
wb32&33
3.16
GOA
D
156 0.95 15
133.2
N
65 2.09
135.85
429.286
269�05
850.198
Totals: 190.03 28245.78 17566.08 45811.83
3(a) of 11

Reception Area Specifications
_Cmpl�
Tract Field Irrigated Soil Istcrop Tii,re to 17t Crop Lbs NfAc LbS N ToWllbsNl2ndCmp
Acmaqe Type Code ADpiv Yield the WUnit Residual /Ac Utilized
Timeto 2ndCrop Znd Crop Lbs N/Ac US N Total to
Code ply Yield Itas WUnit Residual lAc Unlized"
LbTsOW�lc
I Taw I lbs N
Utilized
I
I
I
I
I 1
1
7473
7473
1
2
4.64
1.97
Ly
Ly
C
I C
I March -Sept 1 5.51 431
I March -Sept 1 5.51 431
1 236.5
1 236.5
1 1 D97.36
1 465.905
I L
1 L
SeptApr
i Sept -Apr
1
1 1
1
1 50
1
1
1 50
1 so
1 232
1 98.5
.405
7473
7473
7473
7473
3A
38
4A
48
411
5.76
5.77
4.74
5
CO
CO
Re
Ra
0
0
0
0
Apr-SeptIS 1 341 3.871
Agir-Se,,05 1 341 3.871
Apr -Sep" 5 1 371 3.871
Apr-SeptlS 1 371 3.871
1 131.58
1 131.58
1 14J.19
1 143.19
1 756.586
1 759.2166
1 5/5.(206
1 715.95
1
1
1
1
1 0
1 u
1 u
06
1 0
1 0
1 0
i 05
1 131�58
1 143.19
1 143.19
1 759.2166
1 678.7206
715.95
7473
SA
4.23
Re
0
A�_Septls 1 371 3.871
1 143.19
1 605.6937
1
i
1 143.19
605.6937
7473
SB
4.75
Ra
0
Apr-Septl 5 1 371 3-871
1 143.19
1 680.15251
1 0
1 0
1 143.19
680.1525
7473
SA
4.51
Re
0
Apr­Sejt15 1 371 3.871
1 143.19
1 645.78691
1 0
1 1
11 1,1
11.169
7473
68
4A6
Co
0
AW-SeptI5 341 3.871
1 131.58
1 586,84681
1 5
5
1 �2
!,
5N.8468
7473
7
1.52
GOA
C
March -Seat 1 6.61 461
1 299
1 454.48
1 L
I Sept-Aor
1 1
1 50
1
1 50
1 76
349
530.48
7473
8
4.15
GOA
C
March -Sept 1 6.51 461
1 299
1 1240.85
1 L
I Seat -Apr
I 1
1 50
1
1 bu
I ZOT.5
349
1448.35
7473
9
2.77
GOA
C
March -Sept 6.51 461
1 299
1 828.23
1 L
I SeDt-Apr
I I
I so
I
I so
I 13a.5
349
966.73
7473
10
3.92
Re
G
I March -Sept 4.51 431
1 193.5
758.52
L
I Sept -Apr
1
1 50
1
1 50
1 196
243.5
954.52
7473
11
3.17
1 Re
C
March -Seat 1 4.5 431
1 193.5
613.395
L
I Sept -Apr
1
So
1 50
1 158.5
431
771.895
7473
12
1.75
Re
C
March -Sept 4.5 431
1 193.5
338.625
1 L
I Sept -Apr
1 1
11 10
LOO
20 3
426.125
7473
15
1 1.78
Co
0
P"s 34 3.971
1 131.58
1 234.21241
1 %5
234.2124
7473
16
3.41
Go
0
Apr- 5 34 3.871
1 131.58
1 "8.68781
1 0
1 0
1 IN .
1
"8.6878
7473
17
5.14
Go
a
Apr-S PT15 34 3.871
1 131.58
676.32121
1 o
I o
1 131.58
676.EJ2-
7473
18
SAI
Co _
0
ptis 34 3.871
1 131.58
1 711.84781
1 0
1 0
131.58
711.84-78
7473
19
5.2
Go
0
Apr-SeptI5 34 3.871
1 131.58
1 684.216
1
1 0
131.58
684.216
7473
20
5.16
Co _
0
Apr�S PtIS 34 3.871
1 131.58
1 678.95281
1
1 0
60
131.58
678.9528
7473
21
5.61
CO -
0
Apr­S pH5 34 3.871
1 131.58
738.16381
1
1 o
1 0
131.58
738.T6-3-8
7473
22
4.65
CO
C
M=h-Seprt 3.5 431
1 150.5
699.825 1
L
I Sept -Apr
I I
I so
50
1 232.5
200.5
932:i2-5-
7473
23
3.79
Co _
C
March -Sept 3.5 431
1 150.5
570.395 1
L
I Sept -Apr
1 1
50
1
so _T
_i8s 5
200.5
759.895
7473
24
5.35
Go
0
Apr-Sep"S 34 3.871 1
131.511
703953 1
1 0 1
0
131.58
703.953
7473
25
578
1 CD
0
Apt-Sep,05 34 3.871 1
131.58
760.53241
1
1
131.58
760.5324
7473
26
5�99
Go
0
Apr-SepnS 1 34 3.871 1
131.58
788.16421
1
1
9
50
131.58
788.1642
7473
1.3
Cot
0
Apr-SeptI5 1 34 3.871 1
131.58
171.
1
0 1
0
131.58
171.054
7473
29
4.15
GOA
0
Aw-Sep" 5 38 3.911 1
148.58
616.. 7
1
0 1
0
148.58
616.607
7473
30B
4
Dim
0
Apr-SePH5 35 3.841 1
134.4
537.6
0
0
134A
537.6
7473
31A
3.32
Dn
C
March -Sept 1 5 421 1
21D
6972
L I
Sept-W 1
1 1
50
50
166
260
863.2
7473
31B
1.2
GOA
C
Mard,-Sept 1 6.5 461 1
50
60 1
349_
418.8
7473
32A
4.72
GOA
0
AV-Sep"S 1 38 3.91 1
148.58
701.2
0
0
148.58
701.2976
7473
32B
4.58
GOA
0
Apr-Sepn5 1 38 3.91 1
148.58
680.4964
0
0
148.58
680.49fA
7473
33A
2.28
GOA
0
Aw-SeptIS 1 38 391
148.58
338.7624
0 1
0
148.58
338.7624
7473
33B
3.76
GOA
0
Apr-SelytI5 1 38 3.91
148.58
558.6608
0 1
0
148.58
558.6608
'7473
stibl&2
228
LY
C
March -Sept 1 5.5 <1 1
236S
539.22
L
So r
1
so
50 1
114
2865
653.22
7473
sub3-6
3.26
Re
0
Av-SeptI5 37 3.87
*7473
sub7
IA1
GOA
C
March -Sept 1 6.5 46
299
421.59
L
S r
1
So
50
705
349
492.09
�7473
ta,b8&9
I_Z7
GQA
C
March -Sept 1 6.5 46
-3.9
1
50
So
'7473
sul,10-14
IO.D6
LaB
C
March -Sept 1 so 1
195
1961.7
L
Se t-A r
1
so
0
503
245
2464.7
7473
sbl&21
4.29
Co
0
Apr-Septl5 1 34 3.87 1
131.58
564.47a2
j5w
0
0
131.58
564.4762
'7473
sub22&23
407
Co
C
March -Sept 33 43
150.5
612.535
L
Sept -Apr
1
so
so
203.5
200.5
81&035
'7473
wb24-27
4.29
Co
0
34 87
U. -
564.4782
0
0
131.58
564.4782
�4n
b29WO
4.39
Dri
0
A -Sept15 1 35 3.84
1344
590.016
0
0
134.4
590.016
�473
W1
1.07
GOA
C
�.,Ch_swt 1 6.5 46
29 9
559.1 3
L I
Sepl-Apr 1
1
So
5,
50
93S_
-
�4� lsut,328M51
3.16
GQA
0
38 3.91
148 58
469.51 28
0 1
0
14
Totals: 190.03 30711.26 2890.5
3(b) � 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 interiplanted fields ( i,e. small grain, etc, interseeded in bermuda), forage must be removed
through grazing, hay, andlor 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 bermuclagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain eadier. 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 Bermucagrass
C
Hybrid Bermuclagrass Hay
B/C
Comb. Hybrid Bermuclagrass
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-Harvested As
Grain Crop
Pasture/Grazed
Hay
Graze/Hay Combination
Grain Crop
Silage
Cotton Lint
Pasture/Grazed
Hay
Grain Crop
Grain Crop
Pasture/Grazed (Seeded in Bermudagrass)
Hay (Seeded in Bermudagrass)
Grain Crop
Grain Crop
Grain Crop
Pine Trees
Grain Crop/ Hay (After Grain Crop)
Not Harvested; Burned/Disked In
Biomass Crop
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed may, and most likely will be, more than the acres shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
4 of 11

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications
PAN/yr/animal Farm Total/yr
Farrow to Wean
U8
Farrow to Feeder
0.96
Farrow to Finish
3.9
Wean to Feeder
0.07
Wean to Finish
0,27
16000 Feeder to Finish
0.34 5440
Gilts
0.39
Boars
055
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomicrates 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 5440 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 27200 pounds of plant
available nitrogen to utilize, Assuming you apply this PAN to hybrid bermucla grass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 90 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 217.6 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal,
APPLICATION OF WASTE BY IRRIGATION;
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This Fate is limited by initial soil moisture content, soil
structure, soil texture, water droplet size, and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop,
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
*This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because of the nitrogen limitation, The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for >180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one toot of
fireeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct fates 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.
6 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
7473
4B
Ra
D
0.4
1
7473
5A
Ra
D
0.4
1
7473
5B
Ra
D
0.4
1
7473
BA
Ra
D
0.4
1
7473
6B
Co
D
0.35
1
7473
7
GoA
C
0.4
1
7473
8
GoA
C
0.4
7473
9
GoA
C
OA
7473
10
Ra
C
0.4
1
7473
11
Ra
C
0.4
1
7473
12
Ra
C
DA
1
7473
13
LaB
C
0.75
1
7473
14
LaB
C
0.75
1
7473
15
Co
D
0.35
1
7473
16
Co
D
0,35
1
7473
17
Co
D
0.35
1
7473
18
Co
D
0.35
1
7473
19
Co
D
0.35
1
7473
20
Co
D
0.35
1
7473
21
Co
D
0.35
1
7473
22
Co
C
0,35
1
7473
23
Co
0
0.35
1
7473
24
Co
D
0.35
1
7473
25
Co
D
0.35
1
7473
26
Co
D
0.35
1
7473
27
Cc
D
0.35
1
7473
29
GoA
D
0.4
1
7473
30B
Dn
D
0.35
1
7473
31A
Dn
C
O�35
1
7473
31B
GoA
C
0.4
1
7473
32A
GoA
D
0.4
1
7473
32B
GoA
D
0.4
1
7473
33A
GoA
D
0.4
1
7473
33B
GoA
D
0-4
1
*New
34
Ly
C
0.65
1
*7473
subl&2
Ly
C
0.65
1
*7473
sub3-6
Ra
D
0-4
1
*7473
sub7
GoA
C
0.4
1
*7473
subB&g
GoA
C
0.4
1
*7473
sublO-14
LaB
C
0.75
1
*7473
subl 5-21
Go
D
0.35
1
47473
sub22&23
Co
C
0.35
1
*7473
sub24-27
Co
D
0.35
1
*7473
sub29&30E
Dn
D
0.35
1
*7473
sub3l
GoA
C
0.4
1
*7473
sub32&33
GoA
D
0A
1
6 of 11

Additional Comments:
7 of 11

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: Farm 3094 Facility 78-85
Owner: Murphy -Brown, ILLC
Manager:
Owner/Manager Agreement:
I/we understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. I/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWR before the new
animals are stocked.
i/we understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWR upon request.
Name of Facility Owner: Murphy -Brown, LILC
Signature:
Name of Manager (if different from owner):
Signature:
Name of Technical Specialist:
Affiliation:
Address:
Telephone:
Signature: 3 0-A �.
8 of 11
V�1'
Date
q- -1 - \ %,

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, climatic conditions,
and level of management, unless there are regulations that restrict the rate of applications
for other nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land eroding at more than 5 tons per acre per year but less than 10 tons
per acre per year provided grass filter strips are installed where runoff leaves the field
(See USDA, NRCS Field Office Technical Guide Standard 393 - Filter Strips).
5 Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the land application field.
6 When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland. When waste is applied to conservation tilled
crops or grassland, the waste may be broadcast provided the application does not occur
during a season prone to flooding (See Meather and Climate in North Carolina" for
guidance).
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control odor and
flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
9 of 11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
Animal waste shall be applied on actively growing crops in such a manner that the crop is not
covered with waste to a depth that would inhibit growth. The potential for salt damage from
animal waste should also be considered.
10 Nutrients from waste shall not be applied in fall or winter for spring planted crops on soils with a
high potential for leaching. waste/nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall
not be applied more than 30 days prior to planting of the crop or forages breaking dormancy.
11 Any new swine facility sited on or after October 1, 1995 shall comply with the following: The
outer perimeter of the land area onto which waste is applied from a lagoon that is a component of
a swine farm shall be at least 50 feet from any residential property boundary and canal. Animal
waste, other than swine waste from facilities sited on or after October 1, 1995, shall not be
applied closer than 25 feet to perennial waters.
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those owned by
the landowner,
14 Waste shall be applied in a manner not to reach other property and public right-of-ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by discharge
or by over -spraying. Animal waste may be applied to prior converted cropland provided the fields
have been approved as a land application site by a "technical specialist". Animal waste shall not
be applied on grassed waterways that discharge directly into water courses, and on other grassed
waterways, waste shall be applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16 Domestic and industrial waste from 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

Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/18/08
County: Robeson Sheet 1 of 7
FARM INFORMATION
Farm Ponulation:
Nursery:
------------------
0
Wean to Finish:
------------------
0
Finishing:
---- ............ —
8000 Hid.
Farrow to weanling:
-------------------
0
Farrow to feeder:
-------------------
0
Farrow to finish:
-------------------
0
Boars:
-------------------
0
Storage Period:
------ ............
180 Days
25 Yr. / 24 Hr Storm Event
-------------------
7.5 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-
.W
Freeboard: -------------------
1.0
Ft.
Emergency Spillway Flow Depth: Not Applicable
Side Slopes: --- ---------------
3
:1 (H:V)
Inside Top Length: ------- - ---------
600.0
Ft.
Inside Top Width: ---------
...
450.0
Ft.
Top of Dike Elevation: ----------------
Depth
51.20
Ft.
Finished Bottom Elevation: ----------------
10.20 Ft.
41.00
Ft,
Start Pump Elevation: ----------------
19.8 In.
49.65
Ft.
Stop Pump Elevation: ----------------
50.4 In.
47.00
Ft.
LAGOON VOLUME REQUIRED VOL.
DESIGN VOLUMES
% REQ'D.
Storm Stor= 140625 (Cu.Ft.)
141,148 (Cu.Ft.)
100.37%
Temporary = 394993 (Cu.Ft.)
532,776 (Cu.Ft.)
134.88%
Permanent = 1080000 (Cu. t.)
1,115,641 (Cu.Ft.)
103.30%
Total Volume = 1,615,618 (Cu.Ft.)
1,789,565 (Cu.Ft.)
110.77%
1/2 Treatment Volume -- 540,000 (CuXt.)
1/2 Treatment Volume Elevation 44.22 Ft.
90 Temporary Storage Volume Elevation 48.31 Ft.
Min. Required Liner Thickness
Lagoon Surface Area: (Inside TOD)
83.78 In.
34.64 In.
1.5 Ft.
225,000 S.F.
MUrPnY-drOWn, LLC; Lnginearing P.O. Box 856, Warsaw, NC 28398 [phone]

(3rower: 30943A Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/18/08
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)
41.00
170,605
0
42.00
175,607
173,106
173,106
43.00
180,681
178,144
351,250
44.00
185,826
183,253
534,504
45.00
191,044
188,435
722,939
46.00
196,333
193,689
916,627
47.00
201,695
199,014
1,115,641
48.00
207,129
204,412
1,320,053
49.00
212,634
209,881
1,529,935
50.00
218,212
215,423
1,745,358
51.00
223,861
221,037
1,966,394
51.20
225,000
44,886
2,011,281
These volumes were calculated using the vertical average end area method
TOTAL REQD VOL 1,615,618
CF
CUMULATIVE
VOL.
I
ZONE VOL.
110.77%
END PUMP 47.00
FT
1,115,641 CIF
TR'MT
1,115,641
103.30%
START PUMP 49.55
FT
1,648,417 CIF
TEIMP
532,776
134.88%
MAXSTORAGE 50.20
FT
1,789,565 CF
STORM
141,148
100,37%
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw. NC 28396 [phone]

Grower: 30943A
Address: PO Box 856
Warsaw, NC 28398
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
Checked By: DSE
Date: 12/18/08
of 7
jAnimal Type rapacity ALW (GU.ft./lb) Totall
Nursery
0
30
1-00-F-
0
Wean to Finish
0
115
1.00
0
Finishing
8,000
135
1 00
1.080,000
Farrow to we
0
433
1.00
0
Farrow to feeder
0
522
1.00
0
Farrow to finish
0
1,417
1.00
0
jBoars
_0
400
1.00
0
Total Required Treatment Volume (cu. ft.)= 1,080,000
Sludge Storage Volume:
jAnimal Type Capacity ALW (cu.ft./lb) To:t:a:]l
Nursery
0
30
0.00
0
Wean to Finish
0
115
0.00
0
Finishing
-TOOO
—0
—135
0.00
0
Farrow to weani—ing
—433
—0.00
0
Farrow to feeder
0
522
0,00
0
Farrow to finish
0
1,417
—000
0
jBoars
0
400
0.000
0
Total Kequirea bludge Storage Volume (cu. ft.)=
Temporary Storage Volume:
Manure Production:
jAnimal Typ Capacity Sto. Period T.—/day) = i otal
Nursery
0
180
0.30
0
Wean to Finish
0
180
1.17
0
Finishing
8,000
180
1.37
1.972,800
Farrow to weTnl ng
0
180
4.39
0
Farrow to feeder
0
180
5.30
0
Farrow to finish
0
180
1438
— 0
lBoars
—0
180
4.06
0
Total Manure Production (gals.)=
Total Manure Production (cu.ft.)=
Excess Fresh Water:
1,972,800
263,743
jAnimal Type Capacity Sto. Period did
Nursery
_0
180
:��
0
Wean to Finish
0
180
0.00
0
Finishing
8,000
180
0.00
0
Farrow to wea�linq
—0
—180
0.00
0
Farrow to fee6e—r
0
180
0.00
0
Farrow to finish
0
180
0.00
0
[Boars --o
180
0.00
0
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=

Grower: 30943A Designed By: KEW
Address: PO Box 856 Checked By: DSE
Warsaw, NG 28398 Date: 121111111
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.= (225000 sq.ft. + 0 sq.fL) * 7 in. /112 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 1131,250
Storm Storage:
Vol.=(Lagoon Surf, Area + Addt'l Drainage Area) * 25YrJ24Hr. Storm(m) / 12in./ft.
Vol.= (225000 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 26Yr./24Hr. Storm Event (cu.ft)= 140,625
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'i Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (225000 sq.ft + 0 sq.ft.) * 0.0 in. 112 in./ft.
Total Required Volume for "Heavy Rain" (cuft) =
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
Total Required Storm Storage
(25Yr. / 24Hr. Storm + 'Heavy
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage)
Total Required Permanent Storage
(Treatment + Sludge)
TOTAL REQUIRED VOLUME = 1615618 (CU.FT.)
140,625 (CU.FT)
394,993 (CU.FT)
1,080,000 (CU.FT)

Grower: 36943A Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/18/08
County: Robeson Sheet 5 of 7 1
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 -------------------
49.55
FT.
End Pump Elevation -------------------
47.00
FT.
Top of Sludge Storage -------------------
Not
Applicable
Seasonal High Watertable Elev. -------------------
0.00
Finished Bottom Elevation -------------------
41.00
FT.
Inside Top Length -------------------
500.00
FT.
Inside Top Width ------------ I ------
450.00
FT.
Side Slopes -------------------
3:1
H!V
Lagoon Surface Area -------------------
225,000
SF
Min. Liner Thickness (if required) -------------------
1.5
FT.
Freeboard Depth -------------------
1.00
FT.
Temporary Storage Period -------------------
180
Days
Zone Depths:
TOTAL DESIGN VOLUME " 1789565 (CU.FT.)
Treatment / Sludge Storage Zone Depth ----------- 6.0 FT,
Temporary Storage Zone Depth ----------- 2.6 FT.
Freeboard / Storm Storage Zone Depth ----------- 1.7 FT.
Total -Lagoon Depth ----------- 10.2 FT,

Address: PO Box 856
Warsaw, NC 28398
Countv: Robeson
STRT PMP EL.= 49.55
END PMP EL. = 47-00
Checke(DSE
Date: 12/18/08
Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV = 51.20
A
TOP OF STORM ELEV = 50-20
TOP OF TEMP STORAGE ELEV = 49.55
TOP OF TREAT ELEV = 47.00 SHWT 0.00
J
FINISHED BOTTOM ELEV = 41.00
f.9 10)

Address: PO Box 856
Warsaw, NC 28398
Checked By: DSE
Date: 12/18/08
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 SEA,
02,�.994
DESIGNED:
&k DATE: L/,
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
certification of the farm.
P.O. Box 856, Warsaw NC 28398

Address: PO Box 856
Warsaw, NC 28398
Countv: RnhRqnn
FARM INFORMATION
Nursery:
Wean to Finish:
Finishing:
Farrow to weanling:
Farrow to feeder:
Farrow to finish;
Boars:
Storage Period:
100 Yr. 124 Hr Storm Event
"Heavy Rain" Factor
Rainfall in Excess of Evaporation
Additional Water Usage:
Additional Drainage Area:
Checked By: DSE
Date:
Farm Population-
12/18/08
1 of 7
0
0
8000 Hd.
0
0
0
0
180 Days
7.5 In.
7.6 In.
7.0 In.
0
0
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape?
(Y/N) ------------
N
Does Operator Want Emergency Spillway?
REQUIREDMM!
N
Was This Design Built Prior to Sept. 1996?
(Y/N) ------------
N
Is Drain Tile Req'd to Lower SHWT?
(Y/N) ------------
N
Seasonal High Water Table Elev: -------------------
Freeboard:
0.00
Emergency Spillway Flow Depth:
1.0
Ft.
Side Slopes: -------------------
0.4
Ft.
Inside Top Length:
3
:1 (H:V)
Inside Top Width:
600.0
Ft.
Top of Dike Elevation: ----------------
Depth
450.0
Ft.
Finished Bottom Elevation: --------------- 1
11.40 Ft.
55.40
Ft.
Start Pump Elevation: ----------------
32.64 In.
44.00
52.68
Ft.
Ft.
Stop Pump Elevation: ----------------
62.4 In.
50.20
Ft.
LAGOON VOLUME REQUIRED VOL.
DESIGN VOLUMLS
% REQ'D,
Storm Stor = 337500 (Cu.Ft.)
338,822 (Cu.Ft.)
100.39%
Temporary = 600281 (Cu.Ft.)
609,378 (Cu.Ft.)
101,52%
Permanent = .1350000 (Cu,Ft.)
1,366,406 (Cu.Ft.)
101.22%
tal Volume = 2,287,781 (Cu.Ft.)
2,314,606 (Cu.Ft.)
101.17%
1/2 Treatment Volume = 675,000 (Cu.Ft.)
1/2 Treatment Volume Elevation 47.26 Ft.
90 Temporary Storage Volume Elevation 51.59 Ft.
Min. Required Liner Thickness -------------------
Lagoon Surface Area: (Inside TOD) -------------------
97.68 In.
45.70 In.
1.5 Ft.
270,000 S.F.
- - I . 1. uuA auu, vversaw, Nu z&;uti [phone]

Address: PO Box 856 Che'eked By: DSE
Warsaw, NC 28398 Date: 12/18/08
County: Robeson Sheet 2 of 7
ACTUAL DESIGN V01 [IMF: rAICULATIONS
BASE VOLUME: L luu. t-T.
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.)
Area (SF)
Incr. Vol. (Cu. FT
Cumul. Vol. (Cu. FT)
44.00
202,859
0
45.00
208,374
205,616
205,616
46.00
213,961
211,167
416,784
47.00
219,620
216,791
633,574
48.00
225,351
222,486
856,060
49.00
231,155
228,253
1,084,313
50.00
237,030
234,092
1,318,405
51.00
242,977
240,003
1,558,408
52.00
248,996
245,987
1,804,395
53.00
255,087
252,042
2,056,437
54,00
261,251
258,169
2,314,606
55.00
267,486
264,368
2,578,974
55.40
270,000
107,497
2,686,471
These volumes were calculated using the vertical average end area method
TOTAL REOD VOL 2,287,781
CF
CUMULATIVE
VOL.
ZONE VOL.
101.17%
END PUMP= 50.20
-
FT
1,366,406 CF
TR'MT
1,366,406
101.22%
START PUMP 52.68
FT
1,975,783 CF
TEMP
609,378
101.52%
MAX STORAGE 54.00
FT
2,314,606 CF
STORM
338,822
100.39%
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw, NC 28398 [phone]

Address: PO Box 856
Warsaw, NC 28398
County: Robeson
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage,
Required Treatment Volume:
Checked By: DSE
Date: 12/18/08
Sheet 3 of 7
jAnimal Type Capacity ALW (cu.—ft./lb) '�---7otal
Nursery
0
30
1.00
0
Wean to Finish
0
115
im
0
Finishing
8,000
1,35
1 00
1,080,000
Farrow to weanling
0
433
0.67
0
Farrow to feeder
0
522
067
0
Farrow to finish
0
1,417
1.00
0
jBoars --0
400
—050
I otal HeqUired Treatment Volume (cu. ft.)= 1,080,000
Sludge Storage Volume:
Animal Type Capacity ALW .. c . u.ft./lb) Totall
Nursery
0
30
— 0.25
0
Wean to Finish
0
115
0.25
0
Finishing
8,000
135
0.25
270,000
Farrow to weanling
0
433
0.17
0
Farrow to feeder
—finish
0
522
—017
0
Farrow to
—0
1,417
0.25
0
,Boars
0
400
0,125
0
Total Required Sludge Storage Volume (cu. ft.)--
Temporary Storage Volume:
Manure Production:
270,000
LAnimal Type Capacity Sto. I otal
Nursery
0
180
0.30
0
Wean to Finish
0
111
1
1
Finishing
8,000
180
��I 67
2,016,000
Farrow to weanling
0
180
4.30
0
Farrow to feeder
0
180
4.50
0
Farrow to finish
0
180
13.50
0
Boars
0
180
4.00
0
Total Manure Production (gals.)=
Total Manure Production (cu.ft.)=
Excess Fresh Water:
2,016,000
269,519
jAnimal Type Capacity Ste. Period d./day) -- Total --------- 7
Nursery
_0
180
0.20
0
Wean to FinQh—
0
1180
0.77
0
Finishing
8,000
—180
—090
1,296,000
Farrow to weanling
0
180
2.90
0
Farrow to feeder
0
—180
—3.50
—0
Farrow to finish
0
180
9.50
0
jBoars
n
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=
11,296,000
173,262
ra

Grower: 30943B
Designed By: KBW
Address: PO Box 856
Checked By: DSE
1
Warsaw, NG 28398
Date: 12/18/08
County: Robeson
Sheet 4 of 7
TemporarV Storage Volume: (Cont.
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft
Vol.= (270000 sq.fl. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall In Excess of Evap. (cu.ft.)= 157,500
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'l Drainage Area) * 100Y0241-Ir. Storm(in) / 12in./ft.
Vol.= (270000sq.ft + Osq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 10OYr.124Hr. Storm Event (cu.ft)= 168,750
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'l Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (270000 sq.ft + 0 sq.ft.) * 7.5 in. /12 1 n./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) = 168,750
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
Total Required Storm Storage
(10OYr. / 24Hr. Storm +'Heavy Rain')= 337,500 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) 600,281 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 1,350,000 (CUIXT)
TOTAL REQUIRED VOLUME = 2287781 (CU.FT.)
w

Address; PO Box 856
Warsaw, NC 28398
County: Robeson
LAGOON DESIGN SUMMARY
Top of Dike Elevation
Emergency Spillway Crest Elevation
Top of I OOYr. / 24Hr. Storm Storage
Top of "Heavy Rain" Storage
Start Pump Elevation
End Pump Elevation
Top of Sludge Storage
Seasonal High Water(able Elev.
Finished Bottom Elevation
Inside Top Length
Inside Top Width
Side Slope$
Lagoon Surface Area
Min. Liner Thickness (if required)
Freeboard Depth
Temporary Storage Period
Zone Depths:
Checked By:
Date:
TOTAL DESIGN VOLUME = 2314606 (CU.FT.)
KBW
DSE
12/18108
of 7
55.40 FT
54.00 FT.
54.00 FT.
53.34 FT.
52.68 FT.
50.20 FT.
45.30 FT.
0.00
44.00 FT.
600.00 FT.
450.00 FT.
3:1 H:V
270,000 SF
1.5 FT.
1.00 FT.
180 Days
Treatment I Sludge Storage Zone Depth ----------- 6.2 FT.
Temporary Storage Zone Depth ----------- 2.5 FT.
Freeboard / Storm Storage Zone Depth ----------- 2.7 FT.
Total Lagoon Depth ----------- 11.4 FT,

Grower: 30943B
Address: PO Box 856
Warsaw, NC 28398
STRT PMP EL.= 52.68
ZONE ELEVATIONS
TOP OF DIKE ELEV = 55.40
TOP OF STORM ELEV = 54.00
TOP OF HEAVY RAIN ELEV = 53.34
OF TEMP STORAGE ELEV = 52.68
END PMP EL. = 50.20 TOP OF TREAT ELEV = 50.20
TOP OF SLUDGE ELEV = 45-30
FINISHED BOTTOM ELEV = 44.00
NC 28398
Checke(DSE
Date: 12/18/08
Sheet 6 of 7
SHWT 0.00

Grower: 30943B
Designed By: KBW
Address: PO Box 856
Checked By: DSE
Warsaw, NG 28398
Date: 12118/08
1
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 in August, 2003.
Emergency Spillway:
An Emergency Spillway is required due to design guidelines.
�\A CAf�
NOTE: See attached Waste Utilization Plan 0 -"�Essl
'E
02�z934 F
DESIGNED: awas ..' Z
'-AG'
DATE:.
fit it,
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.
9i
NC 28398

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-Year 24 Hr Storm Event
"Heavy Rain" Factor
Rainfall in Excess of Evaporation
Additional Water Usage:
Additional Drainage Area:
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape?
Does Operator Want Emergency Spillway?
Was This Design Built Prior to Sept. 1996?
Is Drain Tile Req'd to Lower SHWT?
Seasonal High Water Table Elev: -------
Freeboard: -------
Emergency Spillway Flow Depth:
Side Slopes: -------
Inside Top Length:
Inside Top Width:
Top of Dike Elevation: -------
Finished Bottom Elevation: -------
Start Pump Elevation: -------
Stop Pump Elevation: -------
LAGOON VOLUME REQUIRED VOL.
Storm Stor =
337600
(Cu.Ft.)
Temporary =
600281
(Cu.Ft.)
Permanent =
1350000
(Cu.Ft.)
7)tal VnIlimp =
9 9A7 7AI
It'., Pf I
Checked By: DSE
Date: 01/07/16
Sheet 1 of 7
Farm Population:
(YIN) ------------
REQUIRED!Mfl!
(YIN) ------------
(YIN) ------------
Depth
11.40 Ft.
27.6 In.
62.4 In.
DESIGN VOLUMES
338,099 (Cu.Ft.)
715,848 (Cu.Ft.)
2,420,363 (Cu.
112 Treatment Volume = 676,000 (Cu.Ft.)
112 Treatment Volume Elevation 47.26 Ft.
90 Temporary Storage Volume Elevation 51.59 Ft.
Min. Required Liner Thickness
Lagoon Surface Area! (inside TOD)
N
N
IN
N
0
0
8000 Hd.
0
0
0
0
180 Days
7.5 In.
7.5 In.
7.0 In.
0
0
0.00
1.0 Ft.
0
3 :1 (H:V)
600.0 Ft.
450.0 Ft.
55.40 Ft.
44.00 Ft.
53.10 Ft.
50.20 Ft.
% REO'Dm
100.18%
119.25%
101.22%
97.68 In.
45.70 In.
1.7 Ft.
270,000 S.F.
1WU1P11Y-Vf0Wn, LLU cngtneenng P.O. Box 856, Warsaw, NC 28398 [phone]

Address: PO Box 856
Warsaw, NC 28398
County: Robeson
Checked By: DSE
Date: 01/07/16
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)
44.00
202,859
0
45.00
208,374
205,616
205,616
46.00
213,961
211,167
416,784
47.00
219,620
216,791
633,574
48.00
225,351
222,486
856,060
49.00
231,155
228,253
1,084,313
50.00
237,030
234,092
1,318,405
51.00
242,977
240,003
1,558,408
52.00
248,996
245,987
1,804,395
53.00
255,087
252,042
2,056,437
54.00
261,251
258,169
2,314,606
55.00
267,486
264,368
2,578,974
55.40
270,000
107,497
2,686,471
These volumes were calculated using the vertical average end area method
TOTAL REQD VOL 2,287,781
CF
CUMULATIVE
VOL.
ZONE VOL.
105.796/-o
END PUMP = = = = 50.20
FT
1,366,406 CF
TR'MT
1,366,406
101.22%
START PUMP = =: 53.10
FT
2,082,254 CF
TEMP
715,848
119.25%
MAX STORAGE = 54.40
FT
2,420,353 CF
STORM
338,099
100.18%
Murphy -Brown, LLC Engineering P.O. Box 856,Warsaw, NC 26398 [phone]

DesIgned By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 01/07/16
County: Robeson Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storaue:
Required Treatment Volume:
rurna ype apacity cu.ft./lb) Tota
Nursery
0-30
1.00
0
Wean to Finish
0
115
1.00
0
Finishing
1 8,000
135
1.00
1.080,000
Farrow to weanling
0
433
0.67
0
Farrow to feeder
0
—522
—067
0
Farrow to finish
0
1,417
1.00
0
lBoars
0
400
0.50
0
i om Kequired T reatment volume (cu. ft,)- 1,080,000
Sludge Storage Volume:
jAnimal Type apacity ALW (cu.tt./lb) Total
Nursery
0
30
0.25
0
Wean to Finish
0
115
0.25
0
Finishing
8,000
—0
135
0.25
— 270,000
Farrow to weanling
433
0.17
0
Farrow to feeder
0
522
0.17
0
Farrow to finish
0
1,417
0.25
0
Boars
0
400
0.125
Total Required Sludge Storage Volume (cu. ft.)=
Temporary Storage Volume:
Manure Production:
270,000
jAnimal Type Capacity 910. PerioUO TJ.TcOFay—)-- iota]
Nursery
0
180
-----D-3-0-F—
0
Wean to Finish
_0
—180
1.17
0
Finishing
8,000
180
1.40
2.016,000
Farrow to weanling
0
180
4.30
0
Farrow to feeder
0
180
4.50
0
Farrow to finish
0
180
13.50
0
lBoars
0
180
4.00
0
i otai Manure Production (gals.)=
Total Manure Production (cu.ft.)=
Excess Fresh Water:
2,016,000
269,519
Capacity Sto. Perioo T3/-ad-a—y) = Tofa-I
Nursery
0
180
0.20
0
Wean to Finish
_0
18
0.77
0
Finishing
8,000
180
0.90
1,296,000
Farrow to weanling
0
180
2.90
0
Farrow to feeder
0
180
3.50
0
Farrow to finish
0
180
9.50
0
Boars
0
180
—270
0
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=
1,296,000
173,262

Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 011111161
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.= (270000 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall In Excess of Evap. (cu.ft.)= 157,500
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'l Drainage Area) * I OOY0241-1r. Storm(in) / 12in./ft.
Vol.= (270000 sq.ft + 0 sq.ft.) * 7.5 in. 112 in./ft.
Total Required Volume for 10OYr.124Hr. Storm Event (cu.R)= 168,750
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) I 12in./ft.
Vol.= (270000 sq.ft + 0 sq,ft.) * 7.5 in. /12 in,/ft.
Total Required Volume for "Heavy Rain" (cu.ft.) = 168,760
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
Total Required Storm Storage
(100Yr. / 241-1r. Storm +'Heavy Rain')= 337,500 (CU,FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) 600,281 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) 1,350,000 (CU.FT)
TOTAL REQUIRED VOLUME = 2287781 (CU.FT.)

Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 01107/16
County: Robeson Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation -------------------
55.40
FT.
Emergency Spillway Crest Elevation ------------ — -----
07 Net-��
Top of 100Yr. / 2411r. Storm Storage -------------------
54.40
FT.
Top of "Heavy Rain" Storage -------------------
53.75
FT.
Start Pump Elevation -------------------
53.10
FT,
End Pump Elevation ---- — -------------
50.20
FT.
Top of Sludge Storage -------------------
45.30
FT,
Seasonal High Watertable Elev. -------------------
0.00
Finished Bottom Elevation -------------------
44.00
FT.
Inside Top Length -------------------
600.00
FT.
Inside Top Width ----------- — - — ---
450.00
FT.
Side Slopes -------------------
3:1
H:V
Lagoon Surface Area ------ — -----------
270,000
SF
Min. Liner Thickness (if required) ----- — ----------
1.7
FT.
Freeboard Depth ----- — ------------
1.00
FT.
Temporary Storage Period ----- — ------------
180
Days
Zone Depths:
TOTAL DESIGN VOLUME m 2420353 (CLIXT.)
Treatment I Sludge Storage Zone Depth ----------- 6.2 FT.
Temporary Storage Zone Depth ----- — ---- 2.9 FT.
Freeboard / Storm Storage Zone Depth ----------- 2.3 FT.
Total Lagoon Depth — --------- 11.4 FT.

Grower: 30943B Designe KBW
Address: PO Box 856 Checke(DSE
Warsaw, NC 28398 Date: 01/07/16
County: Robeson Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV = 55.40
TOP OF STORM ELEV = 54.40
TOP OF HEAVY RAIN ELEV = 53.75
STRT PMP EL.= 53.10 TOP OF TEMP STORAGE ELEV = 53.10
END PMP EL. = 50-20 TOP OF TREAT ELEV = 50.20 SHWT 0.00
TOP OF SLUDGE ELEV = 45.30
FINISHED BOTTOM ELEV = 44.00
Mufphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Address: PO Box 856
Warsaw, NC 28398
County: Robeson
Checked By: DSE
Date: 01/07/16
This livestock waste treatment lagoon is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON. revised in August, 2003.
Emergency Spillway:
An Emergency Spillway is required due to design guidelines.
7 of 7
0" O�Ess/n
NOTE: See attached Waste Utilization Plan I- �+
-Z� . olz�
Z L
S
023994
DESIGNED:
DATE: IZD
I /:ZZ/ f"1111; , %%%
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 iupercede the
original certification of the farm,
ri.0118)]

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

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

Lagoon surface -- look for:
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

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

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

• proper lagoon sizing,
• mechanical solids separation of flushed waste,
• gravity settling of flushed waste solids in an appropriately designed basin, or
• minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
• have more nutrients,
• have more odor, and
• require more land to properly use the nutrients.
Removal techniques:
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) qw- 4�3--�-300
EMERGENCY MANAGEMENT SERVICES (EMS) IP1 I - 3�C-Z�)
SOIL AND WATER CONSERVATION DISTRICT (SWCD)
NATURAL RESOURCES CONSERVATION SERVICE (NRCS)
COOPERATIVE EXTENSION SERVICE (CES) Ok I D - �.P_l I - .2 -1W
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.
0 Stop all flow to the lagoon immediately.
d) Call a pumping contractor.
e) Make sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include:
a) Immediately stop waste application.
b) Create a temporary diversion to contain waste.
C) Incorporate waste to reduce runoff.
d) Evaluate and eliminate the reason(s) that cause the runoff.
e) Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers - action include:
a) Stop recycle pump.
b) Stop irrigation pump.
C) Close valves to eliminate further discharge.
d) Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators - action include:
a) Stop recycle pump.
b) Stop irrigation pump.
C) Make sure siphon occurs.
d) Stop all flow in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks -
possible action,
a) Dig a small sump or ditch from the embankment to catch all seepage, put in a submersible
pump, and pump back to lagoon.
b) If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil.
C) Have a professional evaluate the condition of the side walls and the lagoon bottom as soon
as possible.

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office, Phone #, After hours,
emergency number: [phone]. Your phone call should include: your name, facility
number, telephone number, the details of the incident from item 2 above, the exact
location of the facility, the location or direction of the movement of the spill, weather and
wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice / technical assistance phone number.
4. If none of the above works call 911 or the Sheriff's Department and explain your problem to
them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize offsite damage.
a. Contractors Name: Murphy Brown, LLC
b. Contractors Address: P.O. Box 856, Warsaw, NC 28398
c. Contractors Phone: [phone]
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: Kraig Westerbeek
b. Phone: (910) 293 - 5330
Implement procedures as advised by DWQ and technical assistance agencies to rectify the
damage, repair the system, and reassess the waste management plan to keep problems
with release of wastes from happening again.

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids (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 (v) 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 (V)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 perimetef.
(Dry Systems)
Feeders Feed Spillage Design, operate and maintain feed systems (e.g..
bunkers and troughs) to minimize the accumulation
of decaying wastage.
Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulation of feed Reduce moisture accumulation within and around
residues immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Accumulation of animal Eliminate low area that trap moisture along fences
Areas wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal.
Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e. inspect for and remove or break up accumulated
solids as needed).
MIC — November 11, 1996
10

Dry Manure Handling Accumulations of animal Remove spillage on a routine basis (e.g. 7-10 day
Systems wastes interval during summer; 15-30 days interval during
winter) where manure is loaded for land application
or disposal.
Provide for adequate drainage around manure stockpiles
Inspect for and remove or break up accumulated wastes
in filter strips around stockpiles and manure handling
areas as needed.
The issues checked ( ) pertain to this operation. The landowner / integrator agrees to use
sound judgment in applying insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been
reviewed with me.
VIA
-see ,,1- 1.11. .a
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

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;
(V)Scrape manure buildup from floors;
( )Underfloor ventilation for drying
Manure collection Urine
(V)Frequent manure removal by flush, pit
pits
recharge or scrape
Partial microbial
)Underfloor ventilation
decomposition
Ventilation Volatile gases (v)Fan maintenance;
exhaust fans Dust (V)Efficient air movement
(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
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
( )Mimmum 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
nozzles
Wind draft
(V)Mimmum recommended operation pressure
(V)Pump intake near lagoon liquid surface
( )Pump from second -stage lagoon
AMOG -- 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
( )Rennove settled solids regularly
Manure, slurry or
Agitation when spreading
( )Soil injection of slurry/sludges
sludge spreader
Volatile gas emissions
( )Wash residual manure from spreader after use
outlets
( )Proven biological additives or oxidants
Dead animals
Carcass decomposition
( )Proper disposition of carcasses
Dead animal
Carcass decomposition
( )Complete covering of carcasses in burial pits
disposal pits
( )Proper location / construction of disposal pits
Incinerators
Incomplete combustion
( )Secondary stack burners
Standing water
improper drainage
(v)Famn access road maintenance
around facilities
Microbial decomposition of
away from facilities
organic matter
Manure tracked Poorly maintained access (V)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: EBAE I 28-88NCSU-BAE
Swine Production Facility Manure Management:Underfloor Fluse-Lagoon Treatment 129-88NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE103-83NCSU-BAE
Calibration of Manure and Wastewater Application Equipment EBAE Fact Sheet
NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33
NCSU-Swine Extension
Environmental Assurance Program: NPPC Manual
NC Pork Producers
Assoc
Options for Managing Odor; a report from the Swine Odor Task Force
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.
(Landowner Signature)
13

30943 BMPs 1996.pdf
Created by FREE version of
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Insect Control Checklist for Animal Operations
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(7)
Source
Cause
BMPs to Control Insects Site Specific Practices
Liquid Systems
Flush Puers
0 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
- Cmsted solids
Maintain lagoons, settling basins and pits where
El
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6 to
8 inches over more than '00 percent of surface
Excessive vegetative
o Decaying vegetation
Maintain vegetative control along banks of
El
growth
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter along
water's edge on impoundment's perimeter.
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

Insect Control Checklist for Animal Operations
Source Cause
BMPs to Control Insects Site Specific Practices
Feed storage Accumulations of feed residues
LX_1
Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by ensuring drainage is away from site
and/or providing adequate containment (e.g.,
covered bin for brewer's grain and similar high
moisture grain products)
inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed
Animal holding areas Accumulations of animal wastes
Eliminate low areas that trap moisture along
and feed wastage
Fx_1
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
Dry manure handling Accumulations of animal wastes
Remove spillage on a routine basis (e.g., 7- to
systems
I 0-day interval during summer; 15- to 30-day
interval during winter) where manure is loaded
for land application or disposal
Provide for adequate drainage around manure
stockpiles
Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and
manure handling areas as needed
For more information contact:
Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC 27695-7613.
AM I C —November 11, 1996, page 2
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Swine Farm Waste Management Odor Control Checklist
Source
Cause
BMPs to Minimize Odor Site Specific Practices
-Farmstead
Swine production
Vegetative or wooded buffers
X
X
Recommended best management practices
Goodjudgment and common sense
ETI
Animal body surfaces
0
Dirty manure -covered animals
Fx]
Dry floors
Floor surfaces
.
wet manure -covered floors
Fx1 Slotted floors
FX Waterers located over slotted floors
X Feeders at high end of solid floors
X
Scrape manure buildup from floors
Underfloor ventilation for drying
Manure collection pits
-
Urine
Frequent manure removal by flush, pit recharge,
ITI
or scrape
.
Partial microbial decomposition
Underfloor ventilation
FXI
Ventilation exhaust
.
Volatile gases
Fan maintenance
fans
IT I
0 Dust
Efficient air movement
Indoor surfaces
0
Dust
Fx] Washdown between groups of animals
F_x] Feed additives
F-I
Feeder covers
Feed delivery downspout extenders to feeder
F-I
covers
Flush tanks
.
Agitation of recycled lagoon
-1
Flush tank covers
liquid while tanks are filling
F
Extend fill lines to near bottom of tanks with
F—I
anti -siphon vents
Flush alleys
.
Agitation during wastewater
F-I
Underfloor flush with underfloor ventilation
conveyance
AMOC —November 1],
1996, page I

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Swine Farm Waste Management Odor Control Checklist
Source
Cause
UMPs to Minimize Odor �,jte Npecitic rractices
Pit recharge points
. Agitation of recycled lagoon
Extend recharge lines to near bottom of pits with
liquid while pits are filling
F-1
anti -siphon vents
Lift stations
* Agitation during sump tank
Sump tank covers
fi�ling and cl�wdown
Outside drain
. Agitation during wastewater
El
Box covers
collection orjunction
conveyance
boxes
End of drainpipes at
0 Agitation during wastewater
E
Extend discharge point of pipes underneath
lagoon
conveyance
lagoon liquid level
Lagoon surfaces
. Volatile gas emissions
Fx]
Proper lagoon liquid capacity
. Biological mixing
Fx]
Correct lagoon startup procedures
. Agitation
X
Minimum surface area -to -volume ratio
X
Minimum agitation when pumping
Mechanical aeration
Proven biological additives
Irrigation sprinkler . High pressure agitation Irrigate on dry days with little or no wind
nozzles FX
. Wind drift F I Minimum recommended operating pressure
F_X1 Pump intake near lagoon liquid surface
1-1 Pump from second-stagge lagoon
Storage tank or basin . Partial microbial decomposition Bottom or midlevel loading
surface 1-1
• Mixing while filling F-1 Tank covers
• Agitation when emptying El Basin surface mats of solids
F1Proven biological additives or oxidants
AMOC —November 11, 1996, pa.-e 2

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 fillit Remove settled solids regularly
. Agitation when emptying
Manure, slurry, or . Agitation when spreading Soil injection of slurry/sludges
sludge spreader outlets . F -1 Wash residual manure from spreader after use
Volatile t,as emissions F
1-1 Proven biological additives or oxidants
Uncovered manure,
0 Volatile gas emissions while
F�
Soil injection of sluny/sludges
slurry, or sludge on
drying
field surfaces
ESoil
incorporation within 48 hours
F-1
Spread in thin uniform layers for rapid drying
F-1
Proven biological additives or oxidants
Dead animals
0 Carcass decomposition
Proper disposition of carcasses
Dead animal disposal
. Carcass decomposition
Complete covering of carcasses in burial pits
pits
F--1
Proper location/constmction of disposal pits
Incinerators . Incomplete combustion El Secondary stack burners
Standing water around - Improper drainage Grade and landscape such that water drains
facilities FE away from facilities
. Microbial decomposition of
Manure racked onto Poorly maintained access roads Farm access road maintenance
public roads from farm Ex
AMOC — November 11, 1996, page 3
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Additional Information:
Swine Manure Management; .0200 Rule/BMP Packet
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge— Lagoon Treatment; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Flush— Lagoon Treatment; EBAE 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
Controlling Odors from Swine Buildings; PIH-03
Environmental Assurance Program; NPPC Manual
Options for Managing Odor; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings
AMOC —November 11, 1996, page 4
Available From:
NCSU, County Extension Center
NCSU— BAE
NCSU— BAE
NCSU— BAE
NCSU BAE
NCSU— BAE
NCSU— Swine Extension
N.C. Pork Producers Assoc.
NCSU Agricultural Communications
Florida Cooperative Extension
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30943 BMP Mortality Management Methods 030119.pdf
Created by FREE version of
mi FolderMill

30943 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 then 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
F-1 F-1 death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106403). The bottom of the burial pit should beat least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B.0200.
FRI F] Rendering at a rendering plant licensed under G.S. 106-168.7.
7 F] Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture & Con-
F] 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
D D 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
171 F-1 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.
I Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
6 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.
Ivichael L Wd a
Signature of Farm Owner/Manager
Signature of Technical Specialist
3-1-19
Date
3-1-19
Date

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