520008_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2019, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 dais prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3,2019.
Please do not leave any question unanswered Please verify all information and nmke arty necessary corrections belmv.
Application must he signer(and dated by the Perntinee.
I. Farm Number: 52-0008 Certificate Of Coverage Number: AWS520008
2. Facility Name: Farm#3509&3722
3. Landowner's Name(same as on the Waste Management Plan): Mumhv-Brown LLC
4. Landouner's Mailing Address. PO Box 856
City: Warsaw State: NC Zip: 28398-0856
Telephone Number: 910-293-3434 Est. E-mail: 6:gh b-- - it
5. Facility's Physical Address: 446 Ashlee Nicole Trl
City: Kinston State: NC Zip: 28501
6. County where Facility is located: Jones
7. Farm Manager's Name(if different from Landowner):
g. Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write"None"): Murphy-Brown LLC
10. Operator Name(OIC): Alexander Justin Loomis Phone No.: 910-284-2694 OIC#: 1000307
11. Lessee's Name(if there is not a Lessee,write"None"):
12. Indicate animal operation type and number:
Current Permit Operations'rype Allowable Count
Swine-Farrow to Wean 7,927
Operation Tvnes:
Swine Cattle Dry Poultry Other Tvnes
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Coo, Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Cal f -rurkev Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Co" Wet Poultry
(lilts Other Non Laving Pullet
Other Layers

13. Waste Treatment and Storage Lagoons (Verif),the following infomration is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,S)nthetic, Capacity Surface Area "Redline"
Name Built Unknown) (Cubic Feet) (Square Feet) (Inches)
I
3509 (O )�R 0. y qq Flo In �.^:.i.• ";-a,� .C6
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Mail one (1) copy of the Certified Animal \Vaste Management Plan (CA\VMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d)to the address below.
The CAWMP must include the following components:
I. The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g. irrigation,injection,etc.)
b. A map of every field used for land application(for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4, Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any situ evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan -
If your CAWMP includes any components not shmvn on this list, please include the additional components with your submittal.
(e.g.composting,digesters,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CA\Y\IP items above to: 2019PermitRenewaVrincdenr.gov

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application we not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes.any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation,signature should be by a principal executive officer of the corporation):
r , j
Name: M\` Jr r LU(-- Title:,
Signature: Date:
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
E-mail:[e-mail]
FORM: RENEWAJ—STATE GENERAL 02/2019

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Murphy-Brown, LLC 5/3/2018 2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
NUTRIENT UTILIZATION PLAN
Grower(s): Murphy-Brown, LLC dba Smithfield Hog Production
Farm Name: 3509& 3722;AWS520008
County: Jones
Permit Capacity:
Farrow to Wean 7927
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Wean to Finish
Feeder to Finish
Gilts
Boars
Storage Structure: Anaerobic Lagoon
Storage Period: >180 days
Application Method: Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen.
Either of these conditions may result in runoff to surface waters which is not allowed
under DWR regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1of11

This plan is based on the waste application method shown above. If you choose to change
methods in the future,you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. In some cases you may want to have plant analysis made,which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan,if carried out,meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR (gallons,fi tons,etc.):
Capacity Type Waste Produced per Animal Total
7927 Farrow to Wean 3203 gaVyr 25,390.181 gal/yr
Farrow to Feeder 3861 gaVyr gal/yr
Farrow to Finish 10478 gaVyr gal/yr
Wean to Feeder 191 gal/yr gal/yr
Wean to Finish 776 gaVyr gal/yr
Feeder to Finish 927 gaVyr gal/yr
Gilts 1015 gaVyr gal/yr
Boars 2959 gaily, gall r
Total 25,390,181 galtyr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
Capacity Type Nitrogen Produced perAnimal Total
7927 Farrow to Wean 3.84 lbs/yr 30,440 Ibs/yr
Farrow to Feeder 6.95 Ibs/yr Ibs/yr
Farrow to Finish 18,86 Ibslyr Ibs/yr
Wean to Feeder 0.34 Ibslyr Ibslyr
Wean to Finish 1.4 Ibslyr Ibstyr
Feeder to Finish 1.67 Ibslyr Ibstyr
Gifts 1.83 lbs/yr Ibstyr
Boars 5.33 Ibs/yr Ibstyr
Total 30,440 lbstyr
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: 267.05
Total N Required 1st Year: 56769.11
Total N Required 2nd Year: 59214.65
Average Annual Nitrogen Requirement of Crops: 57,991.88
Total Nitrogen Produced by Farm: 30,439.68
Nitrogen Balance for Crops: (27,552.20)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2 of 11

Reception Area Specifications Year l or a 2 year crop rotation
Tract Field Irrigated Soil 1st Crop Time to 1st Cmp 1st Crop Lbs NIAe Lbs N Total Ibs N 2ntl Crop Time to 2nd Crop 2nd Crop Lbs NIAc Los N Total The N Total TOW Its N
Acreage Type Code Apply Yield Ibs NIUnit Residual IAc Utilized Code Apply Yield Ibs NIUntt Residual /Ac Utilized Lbs N/Ac Utilized
T8740 1B 1.34 Goldsooro 0 AV-Septl5 38.0 3.91 148.58 199.10 0.00 0.00 148.58 199.10
T8740 28 5.36 Goldsboro O Apr$apt15 38.0 3.91 148.58 796.39 0.00 0.00 148.58 796.39
178740 3B 4.14 Godsbom O Apr-Sept75 38.0 3.91 148.58 615.12 0.00 0.00 148.58 615.12
T8740 4B 4.44 Goldsboro 0 rSa tl5 38.0 3.91 148.58 659.70 0.00 0.00 148.58 659.70
T8740 55 2.89 Goldsboro O AV-SePH5 38.0 3.91 148.58 429.40 0.00 0.00 148.58 429.40
T8740 6 2.47 Goldsbom 0 rSe t15 38.0 3.91 148.58 366.99 0.00 0.00 148.58 366.99
T8740 7A 2.22 Goldsboro 0 AV-Septl5 3&0 3.91 148.58 329.85 0.00 0.00 148.58 329.85
T8740 78 1.55 Goldsboro O r-Septl5 38.0 3.91 148.58 230.30 0.00 0.00 148.58 230.30
T8740 8 4.13 Lynoibu O AprSe tl5 39.0 3.87 150.93 623.34 0.00 0.00 150.93 623.M
T8740 9 3.43 Lynchburg 0 AprSa t15 39.0 3.87 150.93 517.69 0.00 0.00 150.93 517.69
T8740 10 1 2.99 1 Lynchburg C AV-Sept15l 39.0 3.87 1 1 150.93 451.28 1 0.00 1 0.00 150.93 451.28
T8740 11 3.56 Goldsboro 0 AprSeptl!ii 38.0 3.91 1 148.58 528.94 0.00 D.00 148.58 528.94
T8740 12 1.81 L nrhbu D Feb-15-June 150.0 0.9 15 120.00 217.20 N Sept-Apr Sept-Apr 55 1.93 106.15 192A3 226.15 409.33
T8740 13 3.71 Lynchbu D Feb15-June 150.0 0.9 15 120.00 445.20 N Sept-Apr 55 1.93 106.15 393.82 226.15 839.02
T8740 14 5.12 Lynchbu D Feb15June 150.0 0.9 15 120.00 614.40 N Sept-Apr Sept-Apr 55 1.93 1D6.15 543.49 226.15 1157.89
T8740 15A 2.36 L nchbu O FeblSJuns 150.0 0.9 15 120ol) 283.20 N Se -Apr Selpt-Apr 55 1.93 106.15 250.51 226.15 533.71
T8740 158 1.02 Lynchburg D Feb15June 150.0 0.9 15 120.D0 122.40 N Sept-Apr 55 1.93 106.15 108.27 226.15 230.67
T8740 16 0.91 Lynchburg D Feb15Jum 15D.0 0.9 15 120.00 109.20 N 55 1.93 106.15 96.60 226.15 205.80
T1426 17 4.50 Goldsbom D Feb15June 158.0 0.95 15 135.10 607.95 N Se r 65 2.09 135.85 611.33 270.95 1219.28
T1426 18 3.61 Goldsboro D FeblSJune 158.0 0.95 15 135.10 497.71 N Sept-Apr Sept-Apr 65 2.09 135.85 490.42 270.95 978.13
T1426 19 30.38 Goldsbom ❑ FeblSJune 158.0 0.95 15 135.10 4104.34 N I Sept-Apr 65 2.09 M135.854127.12 270.95 8231.46
T1426 20A 2.82 Rains O rSe tl5 37.0 387 143.19 403.80 ow 143.19 403.80
T1426 208 3.64 Rains O rSe t15 37.0 3.87 143.19 521.21 0.00 143.19 521.21
T1426 21 19.53 Rains O r t15 37.0 3.87 143.19 2796.50 0.D0 143.19 2796.50
T1426 22 4.88 Goldsboro 0 rS t5 38.0 3.91 148.58 725.07 0.00 148.58 725.07
T1426 23 4.88 Goldsboro O rSe 15 38.0 3.91 148.58 725.07 0.00 148.5E 725.07
T1426 24 4.88 Goldsboro O rSe t15 38.0 3.91 148.58 725.07 0.00 148.58 725.07
T1426 25 4.88 Goldsboro 0 r-Sa 15 38.0 3.91 148.58 725.07 0.00 148.58 726.07
T1426 26 4.88 Goldsboro 0 rSe tl5 38.0 3.91 148.58 725.07 0.00 148.58 725.07
T1426 27 4.88 Goldsboro O rSe t15 38.0 3.91 148SS 725.07 0.00 148.58 725.07
T1426 28 4.88 Goldsboro O r-Se 75 38.0 3.91 148.58 725.07 0.00 148.58 725.07
T1426 Zone 1 3.86 Goldsboro C mar-Sept 6.5 46 299.DD 1154,14 L Sept-Apr 1 50 50.00 193.00 349.00 1 1347.14
T1426 Zone 4.26 Goldsbom C Mar-Sept 6.5 46 299.M 1273.74 1 L 1 50 50.00 213.00 349.00 1486.74
T1426 Zone 3 4.70 Goldsboro C Mar-Sept 6.5 46 299.00 1405.30 L Sept-Apr 1 50 50.00 235.00 349.00 1640.30
T1426 Zone4 1 4.99 1 Goldsboro C I Mar-Sept 6.5 46 299.00 1492.01 L Set 1 I so 50.00 249.50 349.w 1741,51
T1426 Zones 4.63 Goldsooro C Mar-Sept 6.5 46 299.00 1384.37 L S -A r 1 50 So DD 231.50 349.00 1615.87
T8740 34 27.56 Lynchbu ❑ FeblSJune 150.0 1 0.9 15 1 120.00 3307.20 N Sept-Apr 55 1.93 106.15 2925.49 226.15 6232.69
T8740 subs 10.09 Lynchburg D Feb16June 150.0 0.9 15 120.00 1210.80 N Sept-Apr 55 1.93 106.15 1071.05 226.15 2261.85
T8740 sub2 3.34 Goldsboro 0 fSa t15 38.0 3.91 148.58 496.26 0.00 0.00 148.S8 496.26
T8740 sub3 0.37 Lyncbburg O rSe t15 39.0 3.87 150.93 55.64 0.00 0.00 150.93 55.84
T8740 sub4 3.57 Lyn ch bu D F015June 150.0 0.9 15 120.00 428.40 N Sept-Apr 55 1.93 106.15 378.96 226.15 807.36
T1426 subs 3.49 Goldsboro C Mar-Sept 6.5 46 299.00 1043S1 L Sept-Av 1 50 1 50.00 174.50 349.00 1218.01
T1426 sub6 4.77 Goldsboro C Mar-Set 6.5 46 299.00 1426.23 L Sept-Apr 1 50 50.00 1 238.50 349.00 1664.73
T1426 sub7-1 4.72 Goldsboro 0 rSe 15 38.0 3.91 148.58 701.30 0.00 0.00 148.58 1 701.30
T1426 wb7-2 9.03 Goldsboro O rSe t1S 38.0 3.91 148.58 1 1341.68 1 0.D0 0.00 148.58 1341.68
T1426 subs 6.23 Goldsboro 0 Feb15Juns 158.0 0.0 15 135.10 841.67 N 65 2.09 135.85 845.35 V0.95 1688.02
T1426 sub9-1 0.90 1Rains O rSe U5 37.0 3.87 143.19 128.87 0.00 0.00 143.19 128.67
T7426 sub9-2 8.05 Rains O r-S8 15 37.0 3.87 143.19 1152.68 0.00 0.00 143.19 1152.68
T239 35 3.26 Goldsboro D Fe 158.0 0.85 15 135.10 440.43 N Se -A r 65 2.09 135.85 442.87 270.95 883.36
T239 36 4.54 Goldsomo D Fab75Jun 758.0 0.95 15 135.10 613.35 N Sa t-A r 65 2.09 135.85 616.76 270.95 1230.11
T239 Sub 10 2.50 Goldsboro D Feb75Jun t58.0 0.95 15 135.10 351.26 N Sept-Apr 65 2.09 135.65 353.21 270.95 704.47
Totals: 267.05 41785.73 1498137 56769.11
3(a)of 11

Reception Area Specifications Year 2 of a 2 year crop rotation
Tract Field Irrigated Boil lst Crop Time to 1st Crop lst Crop Lbs WAc Los N Total Ibs N 2nd Crop Time to 2nd Crop 2nd Crop Lbs N/Ac Lbs N Total Ibs N Total Total Ibs N
Acreage Type Code Apply Yield Ibs N/Unit Residual IAc Utilized Code A I Yield Ibs N/Unit Residual IAc Utilized Lbs NIAc Utilized
T8740 18 1.34 Goldsboro D FeblSJunej 156.0 0.95 15 136.1 181.034 N Sept-Apr 65 2.09 135.85 182.039 270.95 363.073
T8740 28 5.36 Goldsboro D Fatn!S•Junel 158.0 0.95 15 135.1 724.136 N Sept-Apr 65 209 135.85 728.156 270.95 1452.292
T8740 38 4.14 Goldsboro D Febl 6-June 158.0 0.96 15 135.1 569.314 N Sept-Apr 65 2.09 135.85 562.419 270.95 1121.733
T8740 48 4.44 Goldsboro D FeblSJune 158.0 0.95 15 135.1 599.844 N SeptApr 65 2.09 135.85 603.174 270.95 1203.018
T8740 58 2.89 Goldsboro D Feb15-June 158.0 0.95 15 135.1 390.439 N Sept-Apr 65 2A9 135.85 392.6065 270.95 783.0455
T8740 6 2.47 Goldsboro D Feo15-June 158.0 0.95 15 135.1 333.697 N Sept-Apr 65 2.09 135A5 335.5495 270.95 669.2465
T8740 7A 2.22 Goldsboro 0 FeblSJune 158.0 OAS 15 135.1 299.922 N Sept-Apr 65 2.09 135.85 301.587 270.95 601.509
T8740 7B 1.55 Goldsboro D Febl5June 158.0 0.95 15 135.1 209.405 N Sept-Apr 65 2.09 135.85 210.5675 270.95 419.9725
T8740 8 4.13 Lynchburg D FeblSJune 150.0 0.9 15 120 495.6 N t 55 1.93 106.15 438.3995 226.15 933S995
T8740 9 3A3 Lynchburg D FeblSJune 150.0 0.9 15 120 411.6 N Se 55 1.93 106.15 364.0945 226.15 775.6945
T8740 10 1 2.99 1 Lynchburg D Febl5-June 150.0 0.9 15 120 358.E 1 N I Se -A r 55 1 1.93 1 106A5 317.3885 226.15 1 676.1885
T8740 11 3.56 Goldsboro D FeblSJune 158.0 0.95 1 15 1 135.1 480.956MNSO
65 2.09 135.85 483.626 270.95 964.582
T8740 12 1.81 Lynchburg O rSe 5 39.0 3.87 150.93 273.1833 0 0 150.93 273.1833
T8740 13 3.71 Lynchburg O rSe t1S 39.0 3.87 150.93 559.9503 0 0 150.93 559.9503
T8740 14 5.12 Lynchburg O rSe t15 39.0 3.87 150.93 772.7616 0 0 150.93 772.7616
T8740 15A 236 L chbur O rS t15 39.0 3.87 150.93 356.1948 0 0 150.93 356.1948
T8740 15B 1.02 L bur O rSe 15 39.0 3.87 150.93 153.9486 0 0 150.93 153,9486
T8740 16 0.91 L bur O rSe 15 39.0 3.87 150.93 737.3463 0 0 t50.93 137.3463
T1426 17 4.5 Goldsboro O A Se 5 38.0 3.91 148.58 668.61 0 0 148.58 668.61
T1426 18 3.61 Goldsboro O A Se t15 38.0 3.91 148.58 536.3738 0 0 148.58 536.3738
T1426 19 30.38 Goldsboro O -Se t15 38.0 3.91 148.58 4513.86 0 0 148.58 4513.86
T1426 20A 2.82 Reins D FeblSJune 150.0 0.9 15 120 338.4 55 1.93 106.15 299.343 226.15 1 637,743
T1426 208 1 3.64 Rains D FeblSJune 150.0 0.9 15 120 436.8 N Se r 1 55 1 1.93 106.15 386.386 226.15 1 823.186
T1426 21 19.53 Rains D Feb15-Juner 150.0 0.9 1 15 1 120 2343.6 N Sept-Apr 55 1.93 106.15 1 2073.11 226.15 4416.71
T1426 22 4.88 Goldsboro D Feb15June 158.0 0.95 15 135.1 659.288 N Sept-Apr 65 2.09 135.85 662.948 270.95 1322,236
T1426 23 4.88 1 Godsboro D Feb75•June 158.0 0.95 15 135.1 659.288 N Sept-Apr 65 2.09 135.85 662.948 270.95 1322.236
T1426 24 4.88 Goldsboro D FeblSJune 158.0 0.95 15 135.1 659.288 N SePItApr 65 2.09 135.85 662.948 270.95 1322.236
T1426 25 4.88 Goldsboro 0 Febt SJune 158.0 0.95 15 135.1 659.288 N Set 65 2.09 135.85 662.948 270.95 1322.236
T1426 26 4.88 Godsbom 0 Febt SJune 158.0 0.95 15 135.1 659.288 N Sept-Apr 65 2.09 135.85 662.948 270.95 1322.236
T1426 27 4.88 Goldsboro D FeblSJune 15B.0 0.95 15 135.1 659.288 N Sept-Apr 65 2.09 135.85 662.948 VOSS 1322.236
T1426 28 4.88 Goldsboro D FeblSJune 158.0 0.95 15 135.1 659.288 N -A r 65 2.09 135S5 662.948 270.95 1322.236
T1426 Zone 1 3.86 Goldsboro C Mar-Sept 6.5 46 299 1154.14 L r 1 50 SO 193 349 1347. 44
T1426 Zone 2 4.26 Goldsboro C Mar-Set 6.5 46 299 1273.74 L Sept-Apr 1 50 50 213 349 1486.74
T1426 Zane 3 4.7 Goldsboro C Mar-Sept 6.5 46 299 1405.3 L Sept-Apr 1 50 50 235 349 1640.3
T1426 Zone 4 4.99 Goldsboro C Mar-Sept 6.5 46 299 1492.01 1 L Sept-Apr 7 50 I 50 249.5 349 1741.51
T1426 Zone 5 4.63 Goldsboro C I Mar-Sept 6.5 48 1 299 1384.37 L Sept-Apr 1 50 1 50 231.5 349 1615.87
T8740 34 27.56 L nchbu O A -Sa t15 39.0 3.87 150.93 4159.631 0 0 150.93 4159.631
T8740 subl 10.09 L chbu O A rS 15 39.0 3.87 150.93 1522.884 0 0 150.93 1522.884
T8740 sub2 3.34 GOldsbom D FeblSJune 158.0 0.95 15 135.1 451.234 N Sept-Apr 65 2.09 135.85 453.739 27OSS 904.973
TV40 auto 0.37 L nchbu 0 Febt SJun 150.0 0.9 15 120 44.4 N Se t-A r 55 1.93 106AS 39.2755 226.15 83.6755
T8740 wb4 3.57 L chbu O rSe t15 39.0 3.87 150.93 538.8201 0 0 150.93 538,8201
T1426 subs 3.49 Goldsboro C Mar-Sept6.5 46 - 299 1043.51 L Sept-Apr 1 50 50 174.5 349 1218.01
T1426 sum 4.77 Goldsboro C Mar-Be 6.5 46 299 1426.23 L Sept-Apr 1 50 50 238.5 349 1664.73
T1426 sub7-1 4.72 Goldsboro D FeblSJune 158.0 0.95 1s 135.1 637.672 N Sept-Apr 65 2.09 135.85 641.212 270.95 1278.884
T1426 sub7-2 9.03 Goldsboro D FetlSJune IWO 0.95 15 135.1 12196953 N Sept-Apr 65 2.09 135.85 1226.726 270.95 2446.679
T1426 subs 6.23 Goldsboro O Sa t15 38.0 3.91 148.58 925.6534 0 0 148.58 925.6534
T14M sub9-1 0.9 Rains D FeblSJune 150.0 0.9 15 120 108 N [- r 55 1.93 106.15 95.535 226.15 203.535
T1426 sub9-2 8.05 Rains I D 1 FeblSJune 150.0 0.9 15 120 966 N Se r 55 1.93 106.15 854.5075 226AS 1820.508
T239 35 3.26 Goldsbom O A,_
Se t15 38.0 3.91 148.58 484.3708 0 0 148.58 49463708
T239 36 4.. 1 GoldsNxroj O jAprSap!151 35.0 1 3.91 1 148.58 1 674.55321 1 0 0 148.58 674.5532
T239 Sub l0 2.6 IGoldsboml O 1 Apr-Septl5l38.0 1 3.91 1 148.58 1 386.308 1 1 0 1 0 148.58 386.308
Totals: 267.05 42049.57 17165.08 59214.65
3(b)of 11

Reception Area Specifications OPTIONAL CROPS
Tact Field Irrigated Soil tat Crop Time to 1st Crop 1511:Crop Lbs WAc Lbs N Total IN;N 2nd Crop Time to 2nd Crop 2nd Crop Lbs NIAc Lbs N Total lea N Total Total Ias N
Acreage Type Code Apply Yield gas N/Unit Residual IAc Utilized Code I Yield Ibs WUnit Residual /Ac Utilized Lbs N/Ac Utilized
nor
Cro •Row Cro Fields Onl
or An S Se t-A r 1.0 100 100 0
An An CC Se -A r 1.0 30 30 0
Note:
Smallaraincrop PAN ate shown is for haw ingoopishay.lfharmstedbygazin .reduce PAN
rate by 25%.
Amoum a plied to cover must be dedurtM from folloving aomi stoning PAN rate.
Totals: 0 0 0 0
3(c)of 11

This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanled fields (i.e.small grain,etc, interseeded in bermuda),forage must be removed
through grazing, hay,and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain,etc,is to be removed for hay or silage, rare
should be exercised not to let small grain reach maturity, especially late in the season(i.e.
April or May). Shading may result if small grain gets too high and this will definitely interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three limes during the season, depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code Crop Description-Harvested As
A Barley Grain Crop
B Grazed Hybrid Bermudagrass Pasture/Grazed
C Hybrid Bermudagrass Hay Hay
BIC Comb. Hybrid Bermudagrass Graze/Hay Combination
D Corn-Grain Grain Crop
E Corn -Silage Silage
F Cotton Cotton Lint
G Grazed Fescue Pasture/Grazed
H Fescue Hay Hay
I Oats Grain Crop
J Rye Grain Crop
K Grazed Overseed Pasture/Grazed(Seeded in Bermudagrass)
L Overseed Hay Hay(Seeded in Bermudagrass)
M Grain Sorghum Grain Crop
N Wheat Grain Crop
0 Soybean Grain Crop
P Pine Trees Pine Trees
S Small Grain Grain Crop/Hay(After Grain Crop)
CC Cover Crop Not Harvested; Burned/Disked In
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/ r/animal Farm Total/ r
7927 Farrow to Wean 0.8 6341.6
Farrow to Feeder 0.96
Farrow to Finish 3.9
Wean to Feeder 0.07
Wean to Finish 0.27
Feeder to Finish 0.34
Gilts 0.39
Boars 0.55
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 6341.6 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 31708 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre,you will need 105 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre,you will need 253.664 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type,crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
APPLICATION OF WASTE BY IRRIGATION:
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil
structure, soil texture,water droplet size,and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
"This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations,the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for>180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
5 of 11

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Soil Application Rate Application Amount
Tract Hydrant Type Crop inlhr * inches
T8740 1 B Goldsboro O 0.4 1
T8740 2B Goldsboro O 0.4 1
T8740 3B Goldsboro O 0.4 1
T8740 4B Goldsboro O 0.4 1
T8740 5B Goldsboro O 0.4 1
T8740 6 Goldsboro O 0.4 1
T8740 7A Goldsboro O 0.4 1
T8740 713 Goldsboro O 0.4 1
T8740 8 Lynchburg O 0.65 1
T8740 9 Lynchburg O 0.65 1
T8740 10 Lynchburg O 0.65 1
T8740 11 Goldsboro O 0.4 1
T8740 12 Lynchburg D 0.65 1
T8740 13 Lynchburg D 0.65 1
T8740 14 Lynchburg D 0.65 1
T8740 15A Lynchburg D 0.65 1
T8740 15B Lynchburg D 0.65 1
T8740 16 Lynchburg D 0.65 1
T1426 17 Goldsboro D 0.4 1
T1426 18 Goldsboro D 0.4 1
T1426 19 Goldsboro D 0.4 1
T1426 20A Rains O 0.4 1
T1426 20B Rains O 0.4 1
T1426 21 Rains O 0.4 1
T1426 22 Goldsboro O 0.4 1
T1426 23 Goldsboro O 0.4 1
T1426 24 Goldsboro O 0.4 1
T1426 25 Goldsboro O 0.4 1
T1426 26 Goldsboro O 0.4 1
T1426 27 Goldsboro O 0.4 1
T1426 28 Goldsboro O 0.4 1
T1426 Zone 1 Goldsboro C 0.4 1
T1426 Zone 2 Goldsboro C 0.4 1
T1426 Zone 3 Goldsboro C 0.4 1
T1426 Zone 4 Goldsboro C 0.4 1
T1426 Zone 5 Goldsboro C 0.4 1
T8740 34 Lynchburg D 0.65 1
T8740 subl Lynchburg D 0.65 1
T8740 sub2 Goldsboro O 0.4 1
T8740 sub3 Lynchburg O 0.65 1
T8740 sub4 Lynchburg D 0.65 1
T1426 subs Goldsboro C 0.4 1
T1426 sub6 Goldsboro C 0.4 1
T1426 sub7-1 Goldsboro O 0.4 1
T1426 sub7-2 Goldsboro O 0.4 1
T1426 sub8 Goldsboro D 0.4 1
6of11

Additional Comments:
This plan revised to update the production and application rates to match the
current rates as listed on the NCSU Nutrient Management website.
Subfields are the areas of the field that are not covered by the existing
irrigation system but may be covered by use of an aerway or honeywa on.
T239 is available for use as long as there is a current lease/use agreement.
7of11

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: 3509 &3722;AWS520008
Owner: Murphy-Brown, LLC dba Smithfield Hog Production
Manager:
Owner/Manager Agreement:
I/we understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. I/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWR before the new
animals are stocked.
I/we understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWR upon request.
Name of Facility Owner: Murphy-Brown, LLC dba Smithfield Hog Production
Signature: (�/pt!
Date
Name of Manager(if different from owner):
Signature:
Date
Name of Technical Specialist: M. Kevin Weston
Affiliation: Smithfield Hog Production Division
Address: 2822 Hwy 24 West, PO Drawer 866
Warsaw, NC 28398
Telephone: [phone]
Signature: '31- .3-1116 lk
Date
8of11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
1 Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
2 There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of the waste, he/she shall provide
evidence of an agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the responsibility of the
owner of the waste production facility to secure an update of the Nutrient Utilization Plan
when there is a change in the operation, increase in the number of animals, method of
application, recieving crop type, or available land.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic
crop yields based upon soil type, available moisture, historical data, climatic conditions,
and level of management, unless there are regulations that restrict the rate of applications
for other nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land eroding at more than 5 tons per acre per year but less than 10 tons
per acre per year provided grass filter strips are installed where runoff leaves the field
(See USDA, NRCS Field Office Technical Guide Standard 393 -Filter Strips).
5 Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the land application field.
6 When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland. When waste is applied to conservation tilled
crops or grassland, the waste may be broadcast provided the application does not occur
during a season prone to flooding (See 'Weather and Climate in North Carolina" for
guidance).
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.
9of11

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

Farms 3509 & 3722
Fac. No.: 52-8
Spray Fiends
Scale. 1"=500' Total Rod- 7.36 Ac. mss w./v n.o-u••1
er rowwr We11*d - 6.46 AG Tobol Rod21.56 A<.
Sub fl-t O.DO A<. 1Wtta l ISM Ac T.W nwd- 37.65 Ac.
O Sub 9-2 - &OS Ac yob jd- I O Z Told Rod -
10.40 AG
Ac.
Tatq F b = A] w.ttad - 7.00
AC. Sub 10 - 2.60 Ac.
Farm 3722 ,�, watt.d= c.
ab s- 3.19.a9 "s
w.a.•aw wl
Y
Total Flgd - 44.72 AC.
• 2ans4- 1.99 Ac. ,ww"'•^wwl
Wabd -6.2]23 ft.
Sub 6 - u�vwow
r /•._.� TOM FMd - 1fAB we
`« 3= 0.37 Au
2- 5-1.63 Aa
Y e Y
2e.e 1 - SAS A.. Tetd Fwld- 27.75 M.
W V- 24.41 Ae.
2m.3- 4,70 Ac Sub 2 _ yx Ac.
Zw 2- 4.26 ft. Farm 3409
Tota Feld - 28.55 Ac.
wetted - 19.52 A. •- Ittle txde]pwB« TOW
q diod1281 AC.M.
T=[dl FNd- 10.]6 Ac. Sub T-2 - 9.0 M.
Wetted - II.Bf Ac. _Fue CMq. Spdnkl« Sub 6- 4.n Ac
Sub 7-1 - 4J2 Ac.
/
(A� Totd1 Rod- IB.50 M.
* i
' Opl9l9 '
�Alglb�
W.ww 6 . 2ou

I 111 :
\\ _'mo
A 1
a
- , / ��� - ` ' I �i ►err - � \
,
IS �`°
/ ` - I \ �- �on�GI�C,'ar Q:v«��.JF.-Dn'ifia0�rtnnY-libmErrxI4Y�7�
• ,,. , �. 1 • 1 1 11 .11 --
S
• • 6
n' ;i-TC• • I

NUTRIENT UTILIZATION PLAN AMENDMENT
Grower(s): Murphy Brown, LLC dba Smithfield Hog Production
Farm Name: 3509& 3722, AWS520008
Count : Jones
Farm Capacity:
Farrow to Wean 7927
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Feeder to Finish
Wean to Finish
Gilts
Boars
Storage Structure: Anaerobic Lagoon
Storage Period: >180 days
Application Method: Irrigation
This amendment allows the producer to apply to the fields in T1420 and T1423 as listed in the
attached table. These fields are optional. The fields, acres and crops available along with their
application rates and windows are listed in the attached table and on the attached maps.
This amendment replaces the previous amendment, dated 3/4/2010, for these tracts.
AvAle--� s'-/C -e'F
Owner/Manager Date
'el'le—, IXIV-zei6-
Technical Specialist Date

Reception Area Specifications Optional Fields-T1420&T1423
Tract Field Irrigated Soil list Crop Time to 1st Crop list Crop Lbs N/Ac Lbs N Total We N 2nd Crop Time to 2nd Crop 2nd Crop Lbs N/Ac Lbs N Total Ibs N Total Total Ibs N
Acreage Tvpe Code Apply Yield Ibs N/Unit Residual /Ac Utilized Code Apply Yield Ibs N/Unit Residual /Ac Utilized I Lbs N/Ac Utilized
T1420 I 1U.84 I I-VoChbUl Corn Feb15-June 150.0 i 0.9 15 1 12000 1 2380.80 t 1 0.00 0.00 120.00 2380.80
T1420 7 1 25.54 1 Goldsboro Corn Fel:15-Junel 15@0 0.95 I5 135.10 3450.45 0.00 0.00 135.10 3450.45
T1420 10 15.87 Rains Corn Feb15-June 150.0 0.9 15 1120.00 1904.40 ' 0.00 0.00 120.00 1904.40
11420 11 21.17 Rains Corn Peb15-June 150.0 0.9 15 120.00 2540.40 ' 0.00 0.00 120.00 2540.40
11420 12 1 27.9E 1 Goldsboro Corn Feb15-June 758.0 0.95 15 135.10 3777.40 ' 0.00 0.00 135.10 3777.40
T1423 1 20.84 Norfolk Corn FebiS-June 135.0 0.95 15 113.25 2"0.13 0.00 0.00 113.25 2360.13
1 1423 2 1202 Rains Corn Feb15-June ggo 0 0.9 15 120.00 1442.40 0.00 0.00 720.00 1442.40
11423 3 99.70 Norfolk Corn Feb15-June 135.0 0.95 15 113.25 3363.53 0.00 0.00 113.25 3363.53
F1423 4 6907 Goldsboro Corn Feb15-June 158.0 0.95 '15 735.16 12033.36 0.00 0.00 135.10 12033.36
T1423 S 5.03 Goldsboro Com Febl5-June 158A 0.95 15 135.10 679.55 ' 0.00 0.00 135.10 679.55
T1423 6 071 Goldsboro Corn Feb15-June 158.0 0.95 15 135.10 95.92 0.00 0.00 135.10 95.92
11423 7 5G.87 Goldsboro Corn Feb15-June 158.0 U05 15 735.10 7683.14 ^ 000 0.00 135.10 7683.14
1'14'23 8 1.52 Rains Corn Febi 5Jurle 150.0 as, 15 120.00 182.40 0.00 0.00 120'00 182.40
T 1423 9 322 Rains Corn Feb15-June 1500 0.9 15 120.00 386.40 0.00 0.00 120.00 386.40
11423 10 0.68 Goldsboro Corn Fear 1580 0.95 15 135.W 91.87 0.00 0.00 135.10 91.87
T14'23 11 1,24 Goldsboro Corn Feb15-June 158.0 0.95 15 135A0 16T52 ' 0.00 0.00 135.10 167.52
11423 12 9.99 Rains Corn Feb15-June 150.0 0.9 15 120.00 1198.80 ' 0.00 0.00 120.00 1198,80
11423 13 3"80 Rains Com Feb 15-June 150.0 0.9 15 120.00 3936.00 0.00 0.00 120.00 3936.00
T1423 14 12.00 Rains Corn Feb 15-June 150.0 0.9 15 120.00 1440.00 0.00 0.00 120.00 1440.00
1I1423 15 9.07 Rains Corn Feel 5-June 150.0 0.9 15 120.00 1088.40 1 0.00 1 0.00 120.00 1088,40
11423 16 0.75 Goldsboro Corn Feb 15-Anne158o 0.95 15 135.10 101.33 0.00 0.00 135. 00 101.33
Optional ro s
Any Any Norfolk Wheal Sept A r 59.0 2.09 1 123.31 0.00
Any Any Goldsboro Wheat Se t-A r 65.0 2.09 1 135.85 coo
.Anv Any Rains Wheat Sept-Apr 55.0 1.93 106.15 0.00
Anv Any Lynchburg Wheat Sept Apr 55.0 1,93 106.15 0.00
AiW Any Nodolk Soybeans A r-Se tl5 340 3.91 132.94 0.00
Arty Any Goldsboro Soybeans A r-Se t15 38.0 3.91 148.58 0.00
Air, Any Rains Soybeans A r-Sepl'15 37.0 3.87 143.19 0.00
Any Any L nohburq Soybeans A r-Se tl5 39.0 3.87 150.93 0.00
Anv Al Norfolk Cotton Marl5-Jul 858.0 0.089 76.36 0.00
An An Goldsboro Cotton Mar15-Jul 925.0 0.089 82.33 0.00
Any An Rains Cotton Mar15-Jul 800.0 0.073 58.40 0.00
Anv An L nchbur Cotton Marl 5-July 650.0 0.073 62.05 0.00
Any Air An Cover Crop Sept-Apr 1.0 30 30.00 0.00
An Any An Small Grain Sept-Apt 1.0 100 100.00 0.00
Note:Amount applied to cover crop must be deducted from following croldsstarling PAN rate.
Small grern crop rate shown is for harvestn as-hav Deduct 25%if harvested by orazin
Totals: 395.89 50304.19 0.00 50304.19

Farms 3509 & 3722
AWS520008
Leased Lands
For Farrn 3507 T1420
& 3508 Only
For Form 3507
& 3508 Only
For Fcnn 3507
& 3508 Only
For Forrn 3507
& 3508 Only
T1420 Fld 6
=19.84 Ac.
For Fann 3507 T7420 Fld 7
& 3508 Only =25.54 Ac.
For Farm 3507
& 3508 Only GRAPHIC SCALE
For Fann 350 600 0 300 600 1200
3508 Only T1420 Fld 11
=21.17 Ac
( IN FEET )
T1420 Fld 10 1 inch = 600 ft.
=15.87 Ac.
T1420 Fld 12
=27.96 Ao.

LE
Jones County Ai FSp tIa11 L9te1 Rtna it}tt ynial)ri. GbYne'Lzetlend WeMdlbm nu:rbyres xzp __
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Farm 3327 Tract 1420
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Total Cropland and Acres
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rower: 3509 Designedy: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 07/19/11
County: Jones Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
Farm PopWafinn,
Nursery: -------------- 0
Wean to Finish: ------------------- 0
Finishing: ------------------- 0
Farrow to weanling: ------------------- 3927 Hd.
Farrow to feeder: ------------------- 0
Farrow to finish: ------------------- 0
Boars: ------------------- 0
Storage Period: ------------------- 180 Days
25 Yr.124 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
II INFORA.A.AxIaN
Is Lagoon Designed as an Irregular Shape? (Y/N)----------- N
Does Operator Want Emergency Spillway? (YIN)------------ N
Was This Design Built Prior to Sept. 1996? (YIN)------------ Y
Is Drain Tile Req'd to Lower SHWT? (Y/N)------------ N
Seasonal High Water Table Elev: ------------------- 0.00
Freeboard: ------------------- 1.0 Ft.
Emergency Spillway Flow Depth: Not Applicable
Side Slopes: ------------------- 3 :1 (H:V)
Inside Top Length: ------------------- 1150.0 Ft.
Inside Top Width: ------------------- 260.0 Ft.
Top of Dike Elevation: ---------------- Depth 54.50 Ft.
Finished Bottom Elevation: ----------- 11.00 Ft. 43.50 Ft.
Start Pump Elevation: ---------------- 19.8 In, 52.85 Ft.
Stop Pump Elevation: ---------------- 46.32 In. 50.64 Ft.
tA60011 VOtUME RE@C1RE15 V@t DESMON vot:U ntES 9`o REQ'15.
StormStor= 186875 (Cu.Ft.) 187,627 (Cu.Ft.) 100.40%
Temporary= 589664 (Cu.Ft.) 609,619 (Cu.Ft.) 103.37%
Total Volume= 2,476,930 (Cu.Ft.) 2,499,466 (Cu.Ft.) 100.91%
1/2 Treatment Volume= 850,196 (Cu.Ft.)
1/2 Treatment Volume Elevation = 47.28 Ft. 86.59 In.
- 1.40 Ft. 36.19 In.
Min. Required Liner Thickness ------------------- 1.6 Ft.
Lagoon Surface Area: (Inside TOD) ------------------- 299,000 S.F.
Murphy-Brown,LLC Engineering P.O.Box 856,Warsaw,NC 28398 [phone]

Grower: 3509 Designedy: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 07/19/11
County: Jones Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: Cu. Ft.
LAGOON STAGE-AREA VOLUMES
Contour
Flavatinn (FT Area (SF l lncr_ Vol (Cu. FT) Cumin Vol (Cif
43.50 210,296 0
44.00 214,139 106,109 106,109
45.00 221,879 218,009 324,118
46.00 229,691 225,785 549,903
47.00 237,575 233,633 783,536
48.00 245,531 241,553 1,025,089
49.00 253,559 249,545 1,274,634
50.00 261,659 257,609 1,532,243
51.00 269,831 265,745 1,797,988
52.00 278,075 273,953 2,071,941
53.00 286,391 282,233 2,354,174
54.00 294,779 290,585 2,644,759
54.50 299,000 148,445 2,793,204
These volumes were calculated using th a vertical average end ar a method.
END PUMP = _ _ = 50.64 FT 1,702,320 CF TR'MT 1,702,320 100.11%
START PUMP = = 52.85 FT 2,311,839 CF TEMP 609,519 103.37%
MAX STORAGE = 53.50 FT 2,499,466 CF STORM 187,627 100.40%
Murphy-Brown,LLC Engineering PA.Box 856,Warsaw,NC 28398 [phone]

Grower: 3509 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 07/19/11
County: Jones Sheet 3 of 7
MINIMUM REQUIRED VO IIMF CALCULATIONS
_Permanent Sterageo
Required Treatment Volume:
Animal Type uapacity cu. . = o a
Nursery 0 30 1.00 0
Wean to Finish 0 115 1.00 0
Finishing 0 135 1.00 0
Farrow to weanling 3,927 433 1.00 1,700,391
Farrow to feeder 0 522 1.00 0
Farrow to finish 0 1,417 1.00 0
Boars 0 400 1.00 0
Total Required Treatment Volume(cu.ft.)= 1,700,391
Sludge Storage Volume:
Ammal Type Capacity cu. ./lb) Tote
Nursery 0 30 0.00 0
Wean to Finish 0 115 0.00 0
Finishing 0 135 0.00 0
Farrow to weanling 3,927 433 0.00 0
Farrow to feeder 0 522 0.00 0
Farrow to finish 0 1,417 0.00 0
Boars 0 400 0.000 0
Total Required Sludge Storage Volume(cu.ft.)= 0
Temporary Gierage Volume:
Manure Production:
AnimaType ---Capacity Sto. Period a = o a
Nursery 0 180 0.30 0
Wean to Finish 0 180 1.17 0
Finishing 0 180 1.37 0
Farrow to weaning 3,927 180 4.39 3,106,048
Farrow to feeder 0 180 5.30 0
Farrow to finish 0 180 14.38 0
Boars 0 180 4.06 0
Total Manure Production (gals.)= 3,106,048
Total Manure Production (cu.ft.)= 415,247
Excess Fresh Water:
Animal Type Capacity Sto. Period a =Tote
Nursery 0 180 0.00 0
Wean to Finish 0 180 0.00 0
Finishing 0 180 0.00 0
Farrow to weanling 3,927 180 0.00 0
Farrow to feeder 0 180 0.00 0
Farrow to finish 0 180 0.00 0
Boars 0 180 0.00 0
Total Fresh Water Excess(gals.)= 0
Total Fresh Water Excess(cu.ft.)= 0
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: 3509 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, INC 28398 Date: 07/19/11
County: Jones Sheet 4 of 7
Temporary Storage Volume: (Cant.)
Rainfall Rainfall in Excess of Evaporation:
Vol=(Lagoon Surface Area +Additional Drainage Area)'Rainfall/121n./ft
Vol.= (299000 sq.ft. + 0 sq.ft.) ' 7 in. 112 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 174,417
Storm Storage:
Vol.=(Lagoon Surf.Area+Addt'I Drainage Area) .25Yr.124Hr. Storm(in)/ 12in./ft.
Vol.= (299000 sq.ft + 0 sq.ft.) ' 7.5 in. /12 in./ft.
Total Required Volume for 25Y0241-11r.Storm Event (cu.ft)= 186,875
"Heavy Rain"Storage:
Vol.=(Lagoon Surf.Area+Addt'I Drainage Area)*"Heavy Rain" Factor (in)/ 12in./ft.
Vol.= (299000 sq.ft + 0 sq.ft.) ' 0.0 in. /12 in./ft.
Total Required Volume for"Heavy Rain"(cu.ft.) = 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
0 0
Total Required Storm Storage
(25Yr./24Hr.Storm +'Heavy Rain')= 186,875 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water+ Rainfall Excess+Additional Water Storage) = 589,664 (CU.FT)
Total Required Permanent Storage
(Treatment+Sludge)= 1,700,391 (CU.FT)
TOTAL REQUIRED VOLUME=2476930 (CU.FT.)
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: 3509 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 07/19/11
County: Jones Sheet 5 of 7
1 AGOON DESIGN SUMMARY
Top of Dike Elevation ------------------- 54.50 FT.
Emergency Spillway Crest Elevation ------------------- Not At Applicable
Top of 25Yr./241-1r. Storm Storage ------------------- 53.50 FT.
Top of"Heavy Rain" Storage ------------------- Not Applicable
Start Pump Elevation ------------------- 52.85 FT.
End Pump Elevation ------------------- 50.64 FT.
Top of Sludge Storage ------------------- Not Applicable
Seasonal High Watertable Elev. ------------------- 0.00
Finished Bottom Elevation ------------------- 43.50 FT.
Inside Top Length ------------------- 1150.00 FT.
Inside Top Width ------------------- 260.00 FT.
Side Slopes ------------------- 3:1 HIM
Lagoon Surface Area ------------------- 299,000 SF
Min. Liner Thickness (if required) ------------------- 1.6 FT.
Freeboard Depth ------------------ 1.00 FT.
Temporary Storage Period ------------------- 180 Days
TOTAL DESIGN VOLUME=2499466 (CU.FT.)
zone Beplhs
Treatment/Sludge Storage Zone Depth----------- 7.1 FT.
Temporary Storage Zone Depth ----------- 2.2 FT.
Freeboard/Storm Storage Zone Depth ----------- 1.7 FT.
Total Lagoon Depth ----------- 11.0 FT.
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: 3509 Designe KBW
Address: PO Box 856 Checker DSE
Warsaw, NC 28398 Date: 07/19/11
County: Jones Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV= 54.50
! \ TOP OF STORM ELEV= 53.50 / \
STRT PMP EL.= 52.85 1 TOP OF TEMP STORAGE ELEV = 52.85 /
END PMP EL. = 50.64 \ TOP OF TREAT ELEV= 50.64 SHWT= 0.00
1 /
\_ /
FINISHED BOTTOM ELEV=43.50
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: 3509 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 07/19/11
County: Jones Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359-WASTE TREATMENT
LAGOON,revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
\A CARO�
NOTE: See attached Waste Utilization Plan OQ:oF( Ss/p�,
Z'aQSEALv�
DESIGNED: °'yam 023994 `
DATE: / 111 L/Q S.
COMMENTS:
This design is update of start and stop pump elevations and to show the 1/2
treatment volume level for sludge storage. This design does not supercede the
original certification of the farm.
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: 3722 Designedy: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/17/08
County: Jones Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
Farm Pooulation:
Nursery: ------------------- 0
Wean to Finish: ------------------- 0
Finishing: ------------------- 0
Farrow to weanling: ------------------- 4000 Hd.
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: ------------------- 9:eo-43,S
Freeboard: ------------------- 1.0 Ft.
Emergency Spillway Flow Depth: Not Applicable
Side Slopes: ------------------- 3 :1 (H:V)
Inside Top Length: ------------------- 630.0 Ft.
Inside Top Width: ------------------- 460.0 Ft.
Top of Dike Elevation: ---------------- Depth 49.00 Ft.
Finished Bottom Elevation: ---------------- 11.00 Ft. 38.00 Ft.
Start Pump Elevation: ---------------- 19.8 In. 47.35 Ft.
Stop Pump Elevation: ---------------- 45.96 In. 45.17 Ft.
LAGOON VOLUME REQUIRED VOL. DESIGN VOLUMES % REQ'D.
Storm Stor= 181125 (Cu.Ft.) 182,052 (Cu.Ft.) 100.51%
Temporary= 592016 (Cu.Ft.) 593,621 (Cu.Ft.) 100.27%
Permanent= 1732000 (Cu.Ft.) 1,745,947 (Cu.Ft.) 100.81%
Total Volume= 2,605,141 (Cu.Ft.) 2,521,620 (Cu.Ft.) 100.66%
1/2 Treatment Volume= 866,000 (Cu.Ft.)
112 Treatment Volume Elevation = 41.77 Ft. 86.75 In.
90 Temporary Storage Volume Elevation = 45.97 Ft. 36.35 In.
Min. Required Liner Thickness ------------------- 1.6 Ft.
Lagoon Surface Area: (Inside TOD) ------------------- 289,800 S.F.
Murphy-Brown,LLC Engineering P.O.Box 856,Warsaw,NC 28398 [phone]

Grower: 3722 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/17/08
County: Jones 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)
38.00 222,216 0
39.00 228,000 225,108 225,108
40.00 233,856 230,928 456,036
41.00 239,784 236,820 692,856
42.00 245,784 242,784 935,640
43.00 251,856 248,820 1,184,460
44.00 258,000 254,928 1,439,388
45.00 264,216 261,108 1,700,496
46.00 270,504 267,360 1,967,856
47.00 276,864 273,684 2,241,540
48.00 283,296 280,080 2,521,620
49.00 289,800 286,548 2,808,168
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL 2,505,141 CF CUMULATIVE VOL. ZONE VOL. 100.660/c
END PUMP = = = = 45.17 FT 1,745,947 CF TR'MT 1,745,947 100.81%
START PUMP = = : 47.35 FT 2,339,568 CF TEMP 593,621 100.270/,
MAX STORAGE = 48.00 FT 2,521 ,620 CF STORM 182,052 100.51
Murphy-Brown,LLC Engineering P.O. Box 856.Warsaw, NC 28398 [phone]

Grower: 3722 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/17/08
County: Jones Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
Animal Type Capacity ALW (cu.ft./lb) = otal
Nursery 0 30 1.00 0
Wean to Finish 0 115 1.00 0
Finishing 0 135 1.00 0
Farrow toweanling 4,000 433 1.00 1,732,000
Farrow to feeder 0 522 1.00 0
Farrow to finish 0 1,417 1.00 0
Boars 0 400 1.00 0
Total Required Treatment Volume(cu.ft.)= 1,732,000
Sludge Storage Volume:
Animal Type Capacity ALW (cu. t./lb) = Total
Nursery 0 30 0.00 0
Wean to Finish 0 115 0.00 0
Finishing 0 135 0.00 0
Farrow to weanling 4,000 433 0.00 0
Farrow to feeder 0 522 0.00 0
Farrow to finish 0 1.417 0.00 0
Boars 0 400 0.000 0
Total Required Sludge Storage Volume(cu.ft.)= 0
Temporary Storage Volume:
Manure Production:
Animal Type Capacity Sto. Period ay =Total
Nursery 0 180 0.30 0
Wean to Finish 0 180 1.17 0
Finishing 0 180 1.37 0
Farrow toweanling 4,000 180 4.39 3,163,787
Farrow to feeder 0 180 5.30 0
Farrow to finish 0 180 14.38 0
Boars 0 180 4.06 0
Total Manure Production (gals.)= 3,163,787
Total Manure Production (cu.ft.)= 422,966
Excess Fresh Water:
Animal Type Capacity` Sto. Period d./day) =Total
Nursery 0 180 0.00 0
Wean to Finish 0 180 0.00 0
Finishing 0 180 0.00 0
Farrow to we nling 4,000 180 0.00 0
Farrow to feeder 0 180 0.00 0
Farrow to finish 0 180 0.00 0
Boars 0 180 0.00 0
Total Fresh Water Excess (gals.)= 0
Total Fresh Water Excess(cu.ft.)= 0
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: 3722 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/17/08
County: Jones Sheet 4 of 7
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area +Additional Drainage Area) 'Rainfall / 12in./ft
Vol.= (289800 sq.ft. + 0 sq.ft.) ` 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 169,050
Storm Storage:
Vol.=(Lagoon Surf. Area + Addfl Drainage Area)'25Y0241-1r. Storm(in)/12in./ft.
Vol.= (289800 sq.ft + 0 sq.ft.) ` 7.5 in. /12 in./ft.
Total Required Volume for 25Y0241-11r.Storm Event(cu,ft)= 181,125
"Heavy Rain"Storage:
Vol.=(Lagoon Surf. Area +Addt'I Drainage Area) ` "Heavy Rain" Factor(in)/ 12in./ft.
Vol.= (289800 sq.ft + 0 sq.ft.) ` 0.0 in. /12 in./ft.
Total Required Volume for "Heavy Rain"(cu.ft.)= 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
0 0
Total Required Storm Storage
(25Yr. /24Hr. Storm+'Heavy Rain')= 181,125 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water+ Rainfall Excess+Additional Water Storage)= 592,016 (CU.FT)
Total Required Permanent Storage
(Treatment+ Sludge) = 1,732,000 (CU.FT)
TOTAL REQUIRED VOLUME= 2505141 (CU.FT.)
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: 3722 Designed By: KBW
Address: PO Box 856 Checked By: OSE
Warsaw, NC 28398 Dale: 12/17/08
County: Jones Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation ------------------- 49.00 FT.
Emergency Spillway Crest Elevation ------------------ Not At Applicable
Top of 25Yr./24Hr. Storm Storage ---- -- ---------- 48.00 FT.
Top of"Heavy Rain"Storage ------------------ Not Applicable
Start Pump Elevation ------------------ 47.35 FT.
End Pump Elevation ------------------- 45.17 FT.
Top of Sludge Storage -- Not Applicable
Seasonal High Waterlable Elev. ------------------- 0.00
Finished Bottom Elevation ------------------- 38.00 FT.
Inside Top Length -----------—----— 630.00 FT.
Inside Top Width ------------------ 460.00 FT.
Side Slopes ------------------- 3:1 H:V
Lagoon Surface Area ------------------- 289,800 SF
Min, Liner Thickness(if required) ------------------- 1.6 FT.
Freeboard Depth ------------------- 1.00 FT.
Temporary Storage Period ------------------- 180 Days
TOTAL DESIGN VOLUME=2521620(CU.FT.)
Zone Depths:
Treatment/Sludge Storage Zone Depth----------- 7.2 FT.
Temporary Storage Zone Depth ----------- 2.2 FT.
Freeboard/Storm Storage Zone Depth ----------- 1.7 FT.
Total Lagoon Depth ------- 11.0 FT.
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: 3722 Designe KBW
Address: PO Box 856 Checke(DSE
Warsaw, NC 28398 Date: 12/17/08
County: Jones Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV=49.00
/ \ TOP OF STORM ELEV=48.00 / \
STRT PMP EL.=47.35 1 TOP OF TEMP STORAGE ELEV=47.35 /
END PMP EL. = 45.17 \ TOP OF TREAT ELEV=45.17 SHWT= 0.00
FINISHED BOTTOM ELEV= 38.00
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: 3722 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12117/08
County: Jones Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the United Stales
Natural Resources Conservation Service PRACTICE STANDARD 359-WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
NOTE: See attached Waste Utilization Plan
DESIGNED: a-
DATE: / Z /7 .Q
COMMENTS:
This design is update of start and stop pump elevations and to show the 1/2
treatment volume level for sludge storage. This design does not supercede the
original certification of the farm.
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates change
over time as equipment gets older and components wear. In particular, pump wear tends
to reduce operating pressure and flow. With continued use, nozzle wear results in an
increase in the nozzle opening which will increase the discharge rate while decreasing the
wetted diameter.
You should be aware that operating the system differently than assumed in the design will
alter the application rate, diameter of coverage, and subsequently the application
uniformity. For example, operating the system with excessive pressure results in smaller
droplets, greater potential for drift, and accelerates wear of the sprinkler nozzle. Clogging
of nozzles can result in pressure increase. Plugged intakes or crystallization of mainlines
will reduce operating pressure. Operating below design pressure greatly reduces the
coverage diameter and application uniformity.
For the above reason, you should calibrate your equipment on a regular basis to ensure
proper application rates and uniformity. Calibration at least once every three years is
recommended. Calibration involves collecting and measuring flow at several locations in
the application area. Any number of containers can be used to collect flow and
determine the application rate. Rain gauges work best because they already have a
graduated scale from which to read the application amount without having to perform
additional calculations. However, pans, plastic buckets, jars, or anything with a uniform
opening and cross-section can be used provided the liquid collected can be easily
transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly throughout the
application area at several distances from sprinklers. For traveling guns, sprinklers
should be located along a transect perpendicular to the direction of pull. Set out
collection containers 25 feet apart along the transect on both sides of the gun cart. You
should compute the average application rate for all nonuniformity of the application. On a
windless day, variation between containers of more than 30 percent is cause for concern.
You should contact your irrigation dealer or technical specialist for assistance.
*Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual
1

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

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

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

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

• proper lagoon sizing,
• mechanical solids separation of flushed waste,
• gravity settling of flushed waste solids in an appropriately designed basin, or
• minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
• have more nutrients,
• have more odor, and
• require more land to properly use the nutrients.
Removal techniques:
• Hire a custom applicator.
• Mix the sludge and lagoon liquid with a chopper- agitator impeller pump through large -
bore sprinkler irrigation system onto nearby cropland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; mix
remaining sludge, pump into liquid sludge applicator; haul and spread onto cropland or
forageland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland;
dredge sludge from lagoon with dragline or sludge barge, berm an area beside lagoon
to receive the sludge so that liquids can drain back into lagoon, allow sludge to
dewater; haul and spread with manure spreader onto cropland or forageland; and soil
incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and crop
requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage.
Close attention by the pumper or drag-line operator will ensure that the lagoon liner
remains intact. If you see soil material or the synthetic liner material being disturbed, you
should stop the activity immediately and not resume until you are sure that the sludge can
be removed without liner injury. If the liner is damaged it must be repaired as soon as
possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal content
than liquid. Because of this it should probably be applied to land with low phosphorus and
metal levels, as indicated by a soil test, and incorporated to reduce the chance of erosion.
Note that if the sludge is applied to fields with very high soil-test phosphors, it should be
applied only at rates equal to the crop removal of phosphorus. As with other wastes,
always have your lagoon sludge analyzed for its nutrient value.
6

The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions which
could increase the concern of neighbors.
Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure.
Types of failures include leakage through the bottom or sides, overtopping, and breach of
the dam. Assuming proper design and construction, the owner has the responsibility for
ensuring structure safety. Items which may lead to lagoon failures include:
• Modification of the lagoon structure -- an example is the placement of a pipe in the dam
without proper design and construction. (Consult an expert in lagoon design before
placing any pipes in dams.)
• Lagoon liquid levels -- high levels are a safety risk.
• Failure to inspect and maintain the dam.
• Excess surface water flowing into the lagoon.
Liner integrity -- protect from inlet pipe scouring, damage during sludge removal, or
rupture from lowering lagoon liquid level below groundwater table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large
discharge of wastewater and possible dam failure.
7

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) to 81
EMERGENCY MANAGEMENT SERVICES (EMS)
SOIL AND WATER CONSERVATION DISTRICT (SWCD)
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) -)-5 a • LA 4
COOPERATIVE EXTENSION SERVICE (CES) 5 ? — '-y4% gla"-d.l
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible location
for all employees at the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation, this may or may not be possible. Suggested
responses to some possible problems are listed below.
A. Lagoon overflow-possible solutions are:
a) Add soil to berm to increase elevation of dam.
b) Pump wastes to fields at an acceptable rate.
C) Stop all flow to the lagoon immediately.
d) Call a pumping contractor.
e) Make sure no surface water is entering lagoon.
B. Runoff from waste application field-actions include:
a) Immediately stop waste application.
b) Create a temporary diversion to contain waste.
C) Incorporate waste to reduce runoff.
d) Evaluate and eliminate the reason(s)that cause the runoff.
e) Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers-action include:
a) Stop recycle pump.
b) Stop irrigation pump.
C) Close valves to eliminate further discharge.
d) Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators-action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Make sure siphon occurs.
d) Stop all flow in the house,flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks-
possible action:
a) Dig a small sump or ditch from the embankment to catch all seepage, put in a submersible
pump, and pump back to lagoon.
b) If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil.
C) Have a professional evaluate the condition of the side walls and the lagoon bottom as soon
as possible.
8

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger(either on or off the property)?
h. How much reached surface waters?
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: [phone]
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify the
damage, repair the system, and reassess the waste management plan to keep problems
with release of wastes from happening again.
9

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

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

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BMP's to Minimize Odor Site Specific Practices
Farmstead Swine production (v)Vegetative orwooded 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)Slotted 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
Indoor surfaces Dust (✓)Washdown between groups of animals
( )Feed additives;
( )Feeder covers;
( )Feed delivery downspout extenders to
feeder covers
Flush Tanks Agitation of recycled ( )Flush tank covers
lagoon liquid while tanks ( )Extend fill lines to near bottom of tanks
are filling with anti-siphon vents
Flush alleys Agitation during waste ( )Underfloor flush with underfloor
water conveyance ventilation
Pit recharge Agitation of recycled ()Extend recharge lines to near bottom of
points lagoon liquid while pits pits with anti-siphon vents
are filling
Lift stations Agitation during sump ( )Sump tank covers
tank filling and drawdown
Outside drain Agitation during waste ( )Box Covers
collection or water conveyance
junction boxes
End of drain Agitation during waste ( )Extend discharge point of pipes
pipes at lagoon water underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions (v)Proper lagoon liquid capacity
Biological mixing (✓)Correct lagoon startup procedures
Agitation ( )Minimum surface area-to-volume ratio
(,')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)Minimum recommended operation pressure
(✓)Pump intake near lagoon liquid surface
( )Pump from second-stage lagoon
AMOC—November 11, 1996
12

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

MORTALITY MANAGEMENT METHODS
(Check which method(s) are being implemented)
( ) Burial three feet beneath the surface of the ground within 24 hours after
knowledge of the death. The burial will be at least 300 feet from any flowing
stream or public body of water.
( ✓ ) Rendering at a rendering plant licensed under G. S. 106 - 168.7
( . ) Complete incineration
( ) In the case of dead poultry only, placing in a disposal pit of a size and design
approved by the Department of Agriculture.
( ) Any method which in the professional opinion of the State Veterinarian would
make possible the salvage of part of a dead animal's value without endangering
human or animal health. (Written approval of the State Veterinarian must be
attached)
14

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
Liquid Systems
Flush gutters . Accumulation of solids Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed
❑ Remove bridging of accumulated solids at
discharge
Lagoons and pits . Crusted solids Maintain lagoons,settling basins and pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6 to
8 inches over more than 30 percent of surface
Excessive vegetative . Decaying vegetation Maintain vegetative control along banks of
growth EKI lagoons and other impoundments to prevent
accumulation of decaying vegetative matter along
water's edge on impoundment's perimeter.
Dry Systems
Feeders . Feed spillage ❑ Design, operate,and maintain feed systems(e.g.,
bunkers and troughs)to minimize the
accumulation of decaying wastage
❑ Clean up spillage on a routine basis(e.g.,7-to
10-day interval during summer; 15-to 30-day
interval during winter)
AMIC—November 11, 1996, page 1

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
Feed storage • Accumulations of feed residues X Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by ensuring drainage is away from site
and/or providing adequate containment(e.g.,
covered bin for brewer's grain and similar high
moisture grain products)
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 F-X1 fences and other locations where waste
accumulates and disturbance by animals is
minimal
ElMaintain fence rows and filter strips around
animal holding areas to minimize accumulations
of wastes(i.e., inspect for and remove or break up
accumulated solids as needed)
Dry manure handling • Accumulations of animal wastes Remove spillage on a routine basis(e.g.,7-to 10-
systems day interval during summer, 15-to 30-day
interval during winter)where manure is loaded
for land application or disposal
❑ Provide for adequate drainage around manure
stockpiles
❑ Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and
manure handling areas as needed
For more information contact:
Cooperative Extension Service,Department of Entomology, Box 7613,North Carolina State University, Raleigh,NC 27695-7613.
AMIC—November 11, 1996, page 2

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Farmstead Swine production
X Vegetative or wooded buffers
X
X Recommended best management practices
Good judgment and common sense
Animal body surfaces • Dirty manure-covered animals 7 Dry floors
Floor surfaces • Wet manure-covered floors ^] Slotted floors
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,
❑X or scrape
• Partial microbial decomposition � Underfloor ventilation
Ventilation exhaust • Volatile gases I❑^ Fan maintenance
fans X
• Dust Efficient air movement
X
Indoor surfaces • Dust 7 Washdown between groups of animals
Feed additives
X
❑ Feeder covers
Feed delivery downspout extenders to feeder
El covers
Flush tanks • Agitation of recycled lagoon El
tank covers
liquid while tanks are filling
Extend fill lines to near bottom of tanks with
anti-siphon vents
Flush alleys • Agitation during wastewater El
flush with underfloor ventilation
conveyance
AMOC —November 11, 1996, page 1

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Pit recharge points • Agitation of recycled lagoon Extend recharge lines to near bottom of pits with
liquid while pits are filling anti-siphon vents
Lift stations • Agitation during sump tank Sump tank covers
filling and drawdown
Outside drain . Agitation during wastewater ❑ Box covers
collection orjunction conveyance
boxes
End of drainpipes at . Agitation during wastewater Extend discharge point of pipes underneath
lagoon conveyance lagoon liquid level
Lagoon surfaces • Volatile gas emissions 7X I Proper lagoon liquid capacity
• Biological mixing 7 Correct lagoon startup procedures
• Agitation X Minimum surface area-to-volume ratio
X Minimum agitation when pumping
❑ Mechanical aeration
71 Proven biological additives
Irrigation sprinkler . High pressure agitation Irrigate on dry days with little or no wind
nozzles
• Wind drift ❑ Minimum recommended operating pressure
Pump intake near lagoon liquid surface
X
I Pump from second-stage lagoon
Storage tank or basin . Partial microbial decomposition ❑ Bottom or midlevel loading
surface
• Mixing while filling ❑ Tank covers
• Agitation when emptying ❑ Basin surface mats of solids
❑ Proven biological additives or oxidants
AMOC—November 11, 1996, page 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 filling Remove settled solids regularly
• Agitation when emptying
Manure,slurry,or • Agitation when spreading ❑ Soil injection of slurry/sludges
sludge spreader outlets
• Volatile gas emissions ❑ Wash residual manure from spreader after use
I I Proven biological additives or oxidants
Uncovered manure, . Volatile gas emissions while ❑ Soil injection of slurry/sludges
slurry, or sludge on drying
field surfaces
❑ Soil incorporation within 48 hours
❑ Spread in thin uniform layers for rapid drying
Proven biological additives or oxidants
Dead animals • Carcass decomposition ICI Proper disposition of carcasses
Dead animal disposal . Carcass decomposition ❑^ I Complete covering of carcasses in burial pits
pits
171 Proper location/construction of disposal pits
Incinerators . Incomplete combustion El Secondary stack burners
Standing water around . Improper drainage Grade and landscape such that water drains away
facilities 7X I from facilities
• Microbial decomposition of
organic matter
Manure tracked onto • Poorly maintained access roads Farm access road maintenance
public roads from farm �X
access
AMOC—November 11, 1996, page 3

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 128-88 NCSU—BAE
Swine Production Facility Manure Management: Underfloor Flush—Lagoon Treatment; EBAE 129-88 NCSU—BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83 NCSU—BAE
Calibration of Manure and Wastewater Application Equipment;EBAE Fact Sheet NCSU—BAE
Controlling Odors from Swine Buildings; PIH-33 NCSU—Swine Extension
Environmental Assurance Program; NPPC Manual N.C. Pork Producers Assoc.
Options for Managing Odor;a report from the Swine Odor Task Force NCSU Agricultural Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings Florida Cooperative Extension
AMOC —November 11, 1996, page 4

Version—November 26,2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table.Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7,
Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture&Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture&Consumer Services(G.S. 106-549.70).
Q ❑ Any method which, in the professional opinion of the State Veterinarian,would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional
lllttemporary procedures or measures for disposal according to G.S. 106-399.4.
2/26119
Signature of Farm Owner/Manager Date
?, 2126/19
Signature of Technical Specialist Date

i
3722 Dead Hole A ( Max Depth 24 ")
i
;
3569 Dead Hole 'B, ( Max
3722 Dead Hale' '( Max Depth 24
SOON
99017 FARM 35093 B