310294_Application_20240313

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, 2024, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore,all applications
must be received by the Division of Water Resources by no later than April 3,2024.
Please do not leave any question unanswered. Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Certificate Of Coverage Number: AWS310294
2. Facility Name: H&J Nursery#1 -3
3. Permittee's Name(same as on the Waste Management Plan): Jason F Phillips
4. Permittee's Mailing Address: 279 Johnson Church Rd
City: Warsaw State: NC Zip: 28398-8741
Telephone Number: 910-290-0138 Ext. E-mail:
5. Facility's Physical Address: 279 Johnson Church Rd
City: Warsaw State: NC Zip: 28398
6. County where Facility is located: Duplin
7. Farm Manager's Name(if different from Landowner):
8. Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write "None"): Murphy-Brown LLC
10. Operator Name(OIC): Jason F.Phillips Phone No.: 910-290-0138 OIC#: 25902
11. Lessee's Name(if there is not a Lessee,write"None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Wean to Feeder 7,800
Operation Types:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment Lagoons,Digesters and Waste Storage Ponds(WSP):(Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure Type Estimated Liner Type Estimated Design Freeboard
Structure (Lagoon/Digester/ Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name WSP) Built Unknown) (Cubic Feet) (Square Feet) (Inches)
1 Lagoon 7/31/2001 Full,clay 131,681.00 23,125.00 19.50
2 Lagoon 3/15/1993 Full,clay 122,998.00 20,000.00 19.50
3 Lagoon 7/31/2001 Full,clay 130,653.00 23,250.00 19.50
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.1OC(d), either by mailing to the address below or sending it via
email to the email address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g. irrigation, injection,etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2.A site map/schematic
3.Emergency Action Plan
4.Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7.Lagoon/storage pond capacity documentation(design,calculations,etc.) Please be sure the above table is
accurate and complete. Also provide any site evaluations,wetland determinations,or hazard classifications that may be
applicable to your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g.composting,digesters,solids separators,sludge drying system,waste transfers,etc.)
I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.

Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, 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.)
Print the Name of the Permittee/Landowner/Signing Official and Sign below.(If multiple Landowners exist,all landowners
should sign. If Landowner is a corporation,signature should be by a principal executive officer of the corporation):
Name(Print): 15 h<« S Title: Owner#'
Signature: ( gkgDate: �l�3/a
Name(Print): Title:
Signature: Date:
Name(Print): Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636

Nutrient Management Plan For Animal Waste Utilization
02-10-2022
This plan has been prepared for: This plan has been developed by:
H&J Nursery#1 & #3 (31-294) Ronnie G. Kennedy Jr.
Phillips Jason Agriment Services, Inc.
279 Johnson Church Road PO Box 1096
Warsaw, NC 28398 Beulaville, NC 28518
(910) 293 -348 252-568-2648
Develo Sign ature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I(we)understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
Signature(owner) Date
Signature(manager or producer) Date
This plan meets the minimum standards and specifications of the U.S.Department of
Agriculture-Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved :
PP B Y
Te nical Specialist Signature Date
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710781 Database Version 4.1 Date Printed: 02-10-2022 Cover Page I

b
Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S5 Swine Nursery Lagoon Liquid waste generated 1,489,800 gals/year by a 7,800 animal
Swine Nursery Lagoon Liquid operation. This production facility has waste storage
capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 2685
Incorporated 3222
Injected 3222
Irrigated 2685
Max. Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs)* Applied 0bs) Deficit(lbs) Applied (Gallons) Deficit(Gallons)
Year 1 2,685 12385 -9,700 6,871,031 -5,381,231
Year 2 2,685 13040 -10,355 7,234,478 -5,744,678
Year 3 2,685 11507 -8,822 6,383,663 -4,893,863
--------
-- - -----------------------
Note: In source ID, S means standard source,U means user defined source.
*Max.Available PAN is calculated on the basis of the actual application method(s)identified in the plan for this source.
710781 Database Version 4.1 Date Printed: 02-10-2022 Source Page 1 of 1

Narrative
2-10-2022
This NMP is written to show that pulls p9, p11, &p11A and parts of p10 & p12 have been replaceed
with center pivot. Pulls p 10 & p 12 have only been shorten. All wettable acres have been updated to
show this replacement. No crop changes.
5-1-2013 - Plan developed by Billy W Houston
This WUP has been revised to reflect the addition of land owned by Mr. Phillips. Pulls pI 1, A, C & F
will be made using above groud pipe as needed. The row crop rotation on pulls A, B, &C will be
followed by a winter small grain crop that may be grazed and/or cut for hay, sorghum grain may be
substituted for the corn or soybeans as desired and still maintain a nutrient defficent.
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Preview Database Version 4.1 Date Printed: 02-11-2022 Narrative Page 1 of I

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition,the Leaching Index for each field is shown,
where available.
Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
1328 E 3.00 3.00 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
1328 F 3.07 3.07 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
1350 pl 0.65 0.65 N/A Orangeburg Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.5 Tons
1350 p10 2.22 2.22 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
1350 p12 1.32 1.32 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
1350 p13 2.31 2.31 N/A Norfolk Sorghum,Grain 55 CWT
Wheat,Grain 60 bu.
Soybeans,Manured,Full Season 42 bu.
Com,Grain 115 bu.
1350 p14 1.51 1.51 N/A Norfolk Sorghum,Grain 55 CWT
Wheat,Grain 60 bu.
Soybeans,Manured,Full Season 42 bu.
Com,Grain 115 bu.
1350 p15 1.39 1.39 N/A Norfolk Sorghum,Grain 55 CWT
Wheat,Grain 60 bu.
Soybeans,Manured,Full Season 42 bu.
Com,Grain 115 bu.
1350 p16 1.21 1.21 N/A Norfolk Sorghum,Grain 55 CWT
Wheat,Grain 60 bu.
Soybeans,Manured,Full Season 42 bu.
Corn,Grain 115 bu.
1350 p2 1.25 1.25 N/A Marvyn Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.0 Tons
1350 p4 0.90 0.90 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
1350 1 p5 1.05 1.05 N/A Autryville Small Grain Overseed 1.0 Tons
710781 Database Version 4.1 Date Printed 2/10/2022
PCs Page 1 of 2
NOTE: Symbol * means user entered data.

b
Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
Hybrid Bermudagrass Pasture 5.5 Tons
1350 p6 2.45 2.45 N/A Norfolk Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.5 Tons
1350 p6A 1.45 1.45 N/A Norfolk Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.5 Tons
1350 p7 2.45 2.45 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
1350 p8 2.45 2.45 N/A Norfolk Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.5 Tons
1350 Pivot 11.471 11.47 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
74445 A 3.02 3.02 N/A Norfolk Corn,Grain 115 bu.
Small Grain Overseed 1.0 Tons
Soybeans,Manured,Double Crop 35 bu.
Sorghum,Grain 55 CWT
74445 B 3.03 3.03 N/A Norfolk Com,Grain 115 bu.
Small Grain Overseed 1.0 Tons
Soybeans,Manured,Double Crop 35 bu.
Sorghum,Grain 55 CWT
74445 C 2.85 2.85 N/A Norfolk Com,Grain 115 bu.
Small Grain Overseed 1.0 Tons
Soybeans,Manured,Double Crop 35 bu.
Sorghum,Grain 55 CWT
74445 D 3.07 3.07 N/A Orangeburg Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.5 Tons
PLAN TOTALS: 52.12 52.12
LI Potential Leaching Technical Guidance
<2 Low potential to contribute to soluble None
nutrient leaching below the root zone.
>=2& Moderate potential to contribute to Nutrient Management(590)should be planned.
<=10 soluble nutrient leaching below the root
zone.
High potential to contribute to soluble Nutrient Management(590)should be planned. Other conservation practices that improve
nutrient leaching below the root zone. the soils available water holding capacity and improve nutrient use efficiency should be
> 10 considered. Examples are Cover Crops(340)to scavenge nutrients,Sod-Based Rotations
(328),Long-Tenn No-Till(778),and edge-of-field practices such as Filter Strips(393)and
Riparian Forest Buffers(391).
710781 Database Version 4.1 Date Printed 2/10/2022
PCS Page 2 of 2
NOTE: Symbol *means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown,their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table Year 1
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid Man
PA Fert. (Ibs/A PA ManureP Manure Manure Applied
Nutrient Nutrient NutrientP pplied Applied Applied (Field)
Req'd Applied pplied (acre) (acre) (Field)
(lbs/A) (lbs/A) (Ibs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres I Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
1328 E SS Autryville 3.00 3.00 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 83.22 0.00
1328 E S5 Autryville 3.00 3.00 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 *275 0 0 Irrig. 275 152.56 0.00 457.69 0.00
1328 F S5 Autryville 3.07 3.07 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 85.16 0.00
1328 F S5 Autryville 3.07 3.07 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 *275 0 0 Irrig. 275 152.56 0.00 468.37 0.00
1350 pi S5 Orangeburg 0.65 0.65 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 18.03 0.00
1350 pl S5 Orangeburg 0.65 0.65 Hybrid Bermudagrass Pasture 6.5 Tons *3/1-10/31 222 0 0 Irrig. 222 123.16 0.00 80.06 0.00
1350 p10 S5 Autryville 2.22 2.22 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Ircig. 50 27.74 0.00 61.581 0.00
1350 p10 SS Autryville 2.22 2.22 Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10/31 202 0 0 Ircig. 202 112.07 0.00 248.79 0.00
1350 p12 S5 Autryville 1.32 1.32 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 36.62 0.00
1350 p12 S5 Autryville 1.32 1.32 Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10/31 202 0 0 Irrig. 202 112.07 0.00 147.93 0.00
1350 p13 SS Forfolk 2.31 2.31 Sorghum,Grain 55 CWT 3/15-8/31 98 0 *0 Irrig. 98 54.37 0.00 125.59 0.00
1350 p13 S5 orfolk 2.31 2.31 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Irrig. 63 34.67 0.00 80.10 0.00
1350 p14 SS Norfolk 1.51 1.51 Sorghum,Grain 55 CWT 3/15-8/31 98 0 *0 Irrig. 98 54.37 0.00 82.10 0.00
1350 p14 SS Norfolk 1.51 1.51 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Irrig. 63 34.67 0.00 52.36 0.00
1350ffj
SS orfolk 1.39 1.39 Sorghum,Grain 55 CWT 3/15-8/31 98 0 *0 Irrig. 98 54.37 0.00 75.57 0.00
1350SS orfolk 1.39 1.39 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Irrig. 63 34.67 0.00 48.20 0.00
710781 Database Version 4.1 Date Printed:2/10/2022 WUT Page 1 of 8

Waste Utili. n Table ear 1
Nitrogen Comm Res. Manure Liquid Solid Liquid SolidManur
PA Fert. (Ibs/A) PA Manurd Manure Manure Applied
Nutrient Nutrient NutrientA ppged Applied Applied (Field)
Req'd Applied pplied (acre) (acre) (Field)
(Ibs/A) (Ibs/A) (Ibs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
1350 p16 SS orfolk 1.21 1.21 Sorghum,Grain 55 CWT 3/15-8/31 98 0 *0 Irrig. 98 54.37 0.00 65.79 0.00
1350 p16 SS Norfolk 1.21 1.21 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Irrig. 63 34.67 0.00 41.96 0.00
1350 p2 S5 Marvyn 1.25 1.25 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 34.67 0.00
1350 p2 S5 Marvyn 1.25 1.25 Hybrid Bermudagrass Pasture 6.0 Tons *3/1-10/31 205 0 0 Irrig. 205 113.73 0.00 142.16 0.00
1350 p4 S5 Autryville 0.90 0.90 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 24.97 0.00
1350 p4 SS Autryville 0.90 0.90 Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10/31 202 0 0 Irrig. 202 112.07 0.00 100.86 0.00
1350 p5 SS Autryville 1.05 1.05 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 29.13 0.00
1350 p5 SS Autryville 1.05 1.05 Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10/31 202 0 0 Irrig. 202 112.07 0.00 117.67 0.00
1350 p6 SS orfolk 2.45 2.45 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 67.96 0.00
1350 p6 SS Norfolk 2.45 2.45 Hybrid Bermudagrass Pasture 6.5 Tons *3/1-10/31 222 0 0 Irrig. 222 123.16 0.00 301.74 0.00
1350 p6A S5 Norfolk 1.45 1.45 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 40.22 0.00
1350 p6A SS Norfolk 1.45 1.45 Hybrid Bermudagrass Pasture 6.5 Tons *3/1-10/31 222 0 0 Irrig. 222 123.16 0.00 178.58 0.00
1350 p7 S5 Autryville 2.45 2.45 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 67.96 0.00
1350 p7 S5 Autryville 2.45 2.45 Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10/31 202 0 0 Irrig. 202 112.07 0.00 274.56 0.00
1350 p8 SS orfolk 2.45 2.45 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 67.96 0.00
1350 p8 SS Lorfolk 2.45 2.45 Hybrid Bermudagrass Pasture 6.5 Tons *3/1-10/31 222 0 0 Irrig. 222 123.16 0.00 301.74 0.00
1350 Pivot SS Autryville 11.47 11.47 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 318.17 0.00
1350 Pivot SS Autryville 11.47 11.47 Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10/31 202 0 0 Irrig. 202 112.07 0.00 1,285.39 0.00
74445 A SS orfolk 3.02 3.02 Com,Grain 115 bu. 2/15-6/30 131 0 20 Irrig. 111 61.58 0.00 185.97 0.00
74445 A SS orfolk 3.02 3.02 Small Grain Overseed 1.0 Tons 10/1-3/31 *100 0 0 Irrig. 50 27.74 0.00 83.77 0.00
74445 B SS orfolk 3.03 3.03 Corn,Grain 115 bu. 2/15-6/30 131 0 20 Irrig. 111 61.58 0.00 186.59 0.00
74445 B SS orfolk 3.03 3.03 Small Grain Overseed FOTonsl 10/1-3/31 *100 0 1 0 1 Irrig. 1 50 27.74 0.00 84.05 0.00
710781 Database Version 4.1 Date Printed:2/10/2022 WUT Page 2 of 8

Waste UtilL. n Table ear 1
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid Manur
PA Fert. (Ibs/A) PA ManureA Manure Manure Applied
Nutrient Nutrient NutrientA pplied Applied Applied (Field)
Req'd Applied pplied (acre) (acre) (Field)
(lbs/A) (Ibs/A) (Ibs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres I Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
74445 C SS Norfolk 2.85 2.85 Corn,Grain 115 bu. 2/15-6/30 131 0 20 Irrig. 111 61.58 0.00 175.50 0.00
74445 C SS Norfolk 2.85 2.85 Small Grain Overseed 1.0 Tons 10/1-3/31 *100 0 0 Irrig. 50 27.74 0.00 79.06 0.00
74445 D S5 Orangeburg 3.07 3.07 Small Grain Overseed P.O Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 85.16 0.00
74445 D S5 Orangeburg 3.07 3.07 Hybrid Bermudagrass Pasture 6.5 Tons *3/1-10/31 222 0 0 Irrig. 222 123.16 0.00 378.10 0.00
Total Applied, 1000 gallons 6,871.03
Total Produced, 1000 gallons 1,489.80
Balance, 1000 gallons -5,381.23
Total Applied,tons 0.00
Total Produced,tons 0.00
Bnce,tons 0.00
ala
Notes: 1. In the tract column,-symbol means leased,otherwise,owned. 2. Symbol * means user entered data.
710781 Database Version 4.1 Date Printed: 2/10/2022 WUT Page 3 of 8

-71
Waste ear 2
jv
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid Manur
PA Fert. (Ibs/A) PA ManureA Manure Manure Applied
Nutrient Nutrient NutrientA pplied Applied Applied (Field)
Req'd Applied pplied (acre) (acre) (Field)
(Ibs/A) (Ibs/A) (Ibs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
1328 E SS Autryville 3.00 3.00 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 83.22 0.00
1328 E S5 Autryville 3.00 3.00 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 *275 0 0 Irrig. 275 152.56 0.00 457.69 0.00
1328 F S5 Autryville 3.07 3.07 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 85.16 0.00
1328 F SS Autryville 3.07 3.07 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 *275 0 0 Irrig. 275 152.56 0.00 468.37 0.00
1350 pl SS Orangeburg 0.65 0.65 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 18.03 0.00
1350 pl SS Orangeburg 0.65 0.65 Hybrid Bermudagrass Pasture 6.5 Tons *3/1-10/31 222 0 0 Irig. 222 123.16 0.00 80.06 0.00
1350 p10 S5 Autryville 2.22 2.22 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 61.58 0.00
1350 p10 S5 Autryville 2.22 2.22 Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10/31 202 0 0 Irrig. 202 112.07 0.00 248.79 0.00
1350 p12 S5 Autryville 1.32 1.32 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 36.62 0.00
1350 p12 SS Autryville 1.32 1.32 Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10/31 202 0 0 Irrig. 202 112.07 0.00 147.93 0.00
1350 p13 SS Lorfolk 2.31 2.31 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Irrig. 63 34.67 0.00 80.10 0.00
1350 p13 SS Lorfolk 2.31 2.31 Soybeans,Manured,Full Season 42 bu. 4/1-9/15 164 0 0 Irrig. 164 90,98 0.001 210.17 0.00
1350 p14 SS Lorfolk 1.51 1.51 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Irrig. 63 34.67 0.00 52.36 0.00
1350 1 p14 SS orfolk 1.51 1.51 Soybeans,Manured,Full Season 42 bu. 4/1-9/15 164 0 0 Irrig. 164 90.98 0.00 137.39 0.00
1350 p15 SS Norfolk 1.39 1.39 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Irrig. 63 34.67 0.00 48.20 0.00
1350 p15 SS Norfolk 1.39 1.39 Soybeans,Manured,Full Season 42 bu. 4/1-9/15 164 0 0 Irrig. 164 90.98 0.00 126.47 0.00
1350 p16 SS Norfolk 1.21 1.21 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Irrig. 63 34.67 0.00 41.96 0.00
1350 p16 SS Norfolk 1.21 1.21 Soybeans,Manured,Full Season 42 bu. 4/1-9/15 164 0 0 Irrig. 164 90.98 0.00 110.09 0.00
1350 p2 S5 Marvyn 1.25 1.25 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irig. 50 27.74 0.00 34.67 0.00
1350 p2 S5 Marvyn 1.25 1.25 Hybrid Bermudagrass Pasture 6.0 Tons *3/1-10/31 205 0 0 Irrig. 205 113.73 0.00 142.16 0.00
1350 p4 SS Autryville 0.90 0.90 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 24.97 0.00
1350 p4 SS utryville 0.90 0.90 Hybrid Bermudagrass Pasture 5.5 Tons 1*3/1-10/31 1 202 0 0 Irig. 202 112.07 0.00 100.86 0.00
710781 Database Version 4.1 Date Printed:2/10/2022 WUT Page 4 of 8

Waste Util� , - n Table ear 2
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid Man
PA Fert. (Ibs/A) PA Manure Manure Manure Applied
Nutrient Nutrient NutrientP pplied Applied Applied (Field)
Req'd Applied pplied (acre) (acre) (Field)
(Ibs/A) (Ibs/A) (Ibs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
1350 p5 SS Autryville 1.05 1.05 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 29.13 0.00
1350 p5 SS Autryville 1.05 1.05 Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10/31 202 0 0 Irrig. 202 112.07 0.00 117.67 0.00
1350 p6 SS Norfolk 2.45 2.45 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 67.96 0.00
1350 p6 SS Norfolk 2.45 2.45 Hybrid Bermudagrass Pasture 6.5 Tons *3/1-10/31 222 0 0 Irrig. 222 123.16 0.00 301.74 0.00
1350 p6A SS Norfolk 1.45 1.45 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 40.22 0.00
1350 p6A SS Norfolk 1.45 1.45 Hybrid Bermudagrass Pasture 6.5 Tons *3/1-10/31 222 0 0 Irrig. 222 123.16 0.00 178.58 0.00
1350 p7 S5 Autryville 2.45 2.45 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 67.96 0.00
1350 p7 S5 Autryville 2.45 2.45 Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10/31 202 0 0 Irrig. 202 112.07 0.00 274.56 0.00
1350 p8 SS Norfolk 2.45 2.45 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 67.96 0.00
1350 p8 SS Norfolk 2.45 2.45 Hybrid Bermudagrass Pasture 6.5 Tons *3/1-10/31 222 0 0 Irrig. 222 123.16 0.00 301.74 0.00
1350 Pivot S5 Autryville 11.47 11.47 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 318.17 0.00
1350 Pivot SS Autryville 11.47 11.47 Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10/31 202 0 0 Irrig. 202 112.07 0.00 1,285.39 0.00
74445 A SS orfolk 3.02 3.02 Small Grain Overseed 1.0 Tons 10/1-3/31 *100 0 0 Irrig. 50 27.74 0.00 83.77 0.00
74445 A S5 Norfolk 3.02 3.02 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 137 0 0 Irrig. 137 76.01 0.00 229.53 0.00
74445 B SS Norfolk 3.03 3.03 Small Grain Overseed 1.0 Tons 10/1-3/31 *100 0 0 Irrig. 50 27.74 0.00 84.05 0.00
74445 B S5 Norfolk 3.03 3.03 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 137 0 0 Irrig. 137 76.01 0.00 230.29 0.00
74445 C SS Norfolk 2.85 2.85 Small Grain Overseed 1.0 Tons 10/1-3/31 *100 0 0 Irrig. 50 27.74 0.00 79.06 0.00
74445 C SS Norfolk 2.85 2.85 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 137 0 0 Irrig. 137 76.01 0.00 216.61 0.00
74445 D S5 Orangeburg 3.07 3.07 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 85.16 0.00
74445 1 D I SS Orangeburg 3.07 3.07 Hybrid Bermudagrass Pasture 6.5 Tons *3/1-10/31 222 0 0 Irrig. 222 123.16 0.00 378.10 0.00
710781 Database Version 4.1 Date Printed: 2/10/2022 WUT Page 5 of 8

Waste Utili.. In Table �' ear 2
Nitrogen Cantu Res. Manure Liquid Solid Liquid Solid Man
PA Fert. (Ibs/A) PA ManureA Manure Manure Applied
Nutrient Nutrient NutrientA pplied Applied Applied (Field)
Req'd Applied pplied (acre) (acre) (Field)
(lbs/A) (Ibs/A) (lbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
Total Applied, 1000 gallons 7,234 48 ..,_.
Total Produced, 1000 gallons 1,489 80 ,
Balance, 1000 gallons -5,744.68,
Total Applied,tons 0.00
Total Produced,tons.;, 0.00
Balance,tons
Notes: 1. In the tract column,—symbol means leased,otherwise,owned. 2. Symbol * means user entered data.
710781 Database Version 4.1 Date Printed: 2/10/2022 WUT Page 6 of 8

Waste Utilik.. Table ear 3 n
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid Manur
PA Fert. (lbs/A) PA ManureA Manure Manure Applied
Nutrient Nutrient NutrientA pplied Applied Applied (Field)
Req'd Applied pplied (acre) (acre) (Field)
(Ibs/A) (Ibs/A) (Ibs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
1328 E S5 Autryville 3.00 3.00 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 83.22 0.00
1328 E S5 Autryville 3.00 3.00 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 *275 0 0 Irrig. 275 152.56 0.00 457.69 0.00
1328 F S5 Autryville 3.071 3.07 Small Grain Overseed 1.0 Tons 10/1-3/31 50 1 0 0 Irrig. 50 27.74 0.00 85.16 0.00
1328 F S5 Autryville 3.07 3.07 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 *275 0 0 Irrig. 275 152.56 0.001 468.37 0.00
1350 pl S5 Orangeburg 0.65 0.65 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 18.03 0.00
1350 pl S5 Orangeburg 0.65 0.65 Hybrid Bermudagrass Pasture 6.5 Tons *3/1-10/31 222 0 0 Irrig. 222 123.16 0.00 80.06 0.00
1350 p10 S5 Autryville 2.22 2.22 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 61.58 0.00
1350 p10 S5 Autryville 2.22 2.22 Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10/31 202 0 0 Irrig. 202 112.07 0.00 248.79 0.00
1350 p12 S5 Autryville 1.32 1.32 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 36.62 0.00
1350 p12 SS -Autryville 1.32 1.32 Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10/31 202 0 0 Irrig. 202 112.07 0.00 147.93 0.00
1350 p13 SS Lorfolk 2.31 2.31 Com,Grain 115 bu. 2/15-6/30 131 0 20 Irrig. 111 61.58 0.00 142.25 0.00
1350 p14 SS Lorfolk 1.51 1.51 Corn,Grain 115 bu. 2/15-6/30 131 0 20 Irrig. 111 61.58 0.00 92.99 0.00
1350 p15 SS orfolk 1.39 1.39 Corn,Grain 115 bu. 2/15-6/30 131 0 20 Irrig. 111 61.58 0.00 85.60 0.00
1350 p16 SS Norfolk 1.21 1.21 Corn,Grain 115 bu. 2/15-6/30 131 0 20 Irrig. 111 61.58 0.00 74.51 0.00
1350 p2 S5 Marvyn 1.25 1.25 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 34.67 0.00
1350 p2 S5 Marvyn 1.25 1.25 Hybrid Bermudagrass Pasture 6.0 Tons *3/1-10/31 205 0 0 Irrig. 205 113.73 0.00 142.16 0.00
1350 p4 SS Autryville 0.90 0.90 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 24.97 0.00
1350 p4 S5 Autryville 0.90 0.90 Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10/31 202 0 0 Irrig. 202 112.07 0.00 100.86 0.00
1350 p5 SS Autryville 1.05 1.05 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 29.13 0.00
1350 p5 S5 Autryville 1.05 1.05 Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10/31 202 0 0 Irrig. 202 112.07 0.00 117.67 0.00
1350 p6 SS Norfolk 2.45 2.45 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 67.96 0.00
1350 p6 SS Norfolk 2.45 2.45 Hybrid Bermudagrass Pasture 6.5 Tons *3/1-10/31 222 0 0 Irrig. 222 123.16 0.00 301.74 0.00
710781 Database Version 4.1 Date Printed: 2/10/2022 WUT Page 7 of 8

Waste Utili- n Table ear 3
Nitrogen Comm Res. Manure Liquid Solid Liquid SolidManur
PA Fert. (Ibs/A) PA ManurO Manure Manure Applied
Nutrient Nutrient NutrientA pplied Applied Applied (Field)
Req'd Applied pplied (acre) (acre) (Field)
(Ibs/A) (lbs/A) (Ibs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres I Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
1350 p6A SS Norfolk 1.45 1.45 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 40.22 0.00
1350 p6A SS Norfolk 1.45 1.45 Hybrid Bermudagrass Pasture 6.5 Tons *3/1-10/31 222 0 0 Irrig. 222 123.16 0.00 178.58 0.00
1350 p7 S5 Autryville 2.45 2.45 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 67.96 0.00
1350 p7 S5 Autryville 2.45 2.45 Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10/31 202 0 0 Irrig. 2021 112.07 0.00 274.56 0.00
1350 p8 SS orfolk 2.45 2.45 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 67.96 0.00
1350 p8 S5 Norfolk 2.45 2.45 Hybrid Bermudagrass Pasture 6.5 Tons *3/1-10/31 222 0 0 Irrig. 222 123.16 0.00 301.74 0.00
1350 Pivot S5 Autryville 11.47 11.47 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 318.17 0.00
1350 Pivot SS Autryville 11.47 11.47 Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10/31 202 0 0 Irrig. 202 112.07 0.00 1,285.39 0.00
74445 A SS Norfolk 3.02 3.02 Sorghum,Grain 55 CWT 3/15-8/31 98 0 *0 Irrig. 98 54.37 0.00 164.19 0.00
74445 B SS Norfolk 3.03 3.03 Sorghum,Grain 55 CWT 3/15-8/31 98 0 *0 Irrig. 98 54.37 0.00 164.74 0.00
74445 C SS Norfolk 2.85 2.85 Sorghum,Grain 55 CWT 3/15-8/31 98 0 *0 Irrig. 98 54.37 0.00 154.95 0.00
74445 D I SS Orangeburg 3.07 3.07 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 85.16 0.00
74445 D I SS Orangeburg 3.07 3.07 Hybrid Bermudagrass Pasture 6.5 Tons *3/1-10/31 222 0 0 Irrig. 222 123.16 0.00 378.10 0.00
Total Applied, 1000 gallons 6,383.66
Total Produced, 1000 gallons 1789.80
Balance, 1000 gallons -4,893.86 -
Total Applied,tons"7-770.00
Total Produced,tons 0.00
Balance,tons 0.00
Notes: 1. In the tract column,-symbol means leased,otherwise,owned. 2. Symbol * means user entered data.
710781 Database Version 4.1 Date Printed:2/10/2022 WUT Page 8 of 8

0
The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in
runoff. This table provides the maximum application rate per hour that may be applied to each field selected to
receive wastewater. It also lists the maximum application amount that each field may receive in any one application
event.
Irrigation Application Factors
Application Rate Application Amount
Tract Field Soil Series (inches/hour) (inches)
1328 E Autryville 0.60 1.0
1328 F Autryville 0.60 1.0
1350 pl Orangeburg 0.50 1.0
1350 p10 Autryville 0.60 1.0
1350 p12 Autryville 0.60 1.0
1350 p13 Norfolk 0.50 1.0
1350 p14 Norfolk 0.50 1.0
1350 p15 Norfolk 0.50 1.0
1350 p16 Norfolk 0.50 1.0
1350 p2 Marvyn 0.50 1.0
1350 p4 Autryville 0.60 1.0
1350 p5 Autryville 0.60 1.0
1350 p6 Norfolk 0.50 1.0
1350 p6A Norfolk 0.50 1.0
1350 p7 Autryville 0.60 1.0
1350 28 Norfolk 0.50 1.0
1350 Pivot Autryville 0.60 1.0
74445 A Norfolk 0.50 1.0
74445 B Norfolk 0.50 1.0
74445 C Norfolk 0.50 1.0
74445 D Orangeburg 0.50 1.0
710781 Database Version 4.1 Date Printed 2/10/2022 IAF Page 1 of 1
NOTE: Symbol *means user entered data.

e
The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source,the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out,this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous,copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be
used for sludge application. If this is not possible,care should betaken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Maximum Maximum Sludge
Crop PA-N Rate Application Rate Minimum Acres Minimum Acres Minimum Acres
lb/ac 1000 gal/ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Nursery Lagoon Sludge- Standard
Corn 120 bu 150 14.69 17.79 35.58 53.37
Hay 6 ton R.Y.E. 300 29.38 8.89 17.79 26.68
Soybean 40 bu 160 15.67 16.68 33.36 50.03
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710781 Database Version 4.1 Date Printed: 02-10-2022 Sludge
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a Page
e 1 of 1

6
The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity,this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Available Waste Storaize Capacity
Source Name I Swine Nursery Lagoon Liquid Design Storage Capacity(Days)
Start Date 9/1 180
Plan Year Month Available Storage Capacity(Days)
1 1 180
1 2 180
1 3 180
1 4 180
1 5 180
1 6 180
1 7 180
1 8 180
1 9 180
1 10 180
1 11 180
1 12 180
2 1 180
2 2 180
2 3 180
2 4 180
2 5 180
2 6 180
2 7 180
2 8 180
2 9 180
2 10 180
2 11 180
2 12 180
3 1 180
3 2 180
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710781 Database Version 4.1 Date Printed: 02-10-2022 Capacity Page I of 2

Available I Vaste Storaize Capacity
Source Name Swine Nursery Lagoon Liquid Design Storage Capacity(Days)
Start Date 9/1 180
Plan Year Month Available Storage Capacity(Days)
3 3 180
3 4 180
3 5 180
3 6 180
3 7 180
3 8 180
3 9 180
3 10 180
3 11 180
3 12 180
* Available Storage Capacity is calculated as of the end of each month.
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710781 Database Version 4.1 Date Printed: 02-10-2022 Capacity e 2 of 2

Required Specifications For Animal Waste Management
L 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 that 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 Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving 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 by 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).
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710781 Database Version 4.1 Date Printed: 2/10/2022 Specification Page 1

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 soil surface is frozen.
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 that 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.
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710781 Database Version 4.1 Date Printed:2/10/2022 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a 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.
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.
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710781 Database Version 4.1 Date Printed: 2/10/2022 Specification Page 3

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
soils 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 five
(5)years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
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710781 Database Version 4.1 Date Printed:2/10/2022 Specification Page 4

Crop Notes
The following crop note applies to field(s): A, B, C, p13, p14, p15, p16
Corn: CP, Mineral Soil, medium leaching
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10%when
planting no-till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool,wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program,the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): E, F
Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained.
Adaptation: Well-adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1"to 3"
deep(1.5"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
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710781 Database Version 4.1 Date Printed: 02-10-2022 Crop Note Page 1 of 5

The following crop note applies to field(s): A, B, C, D, pI, p6, p6A, p8
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10%when planting no-till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 Ibs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February-March.
The following crop note applies to field(s): p2
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5%for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10%when planting no-till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 Ibs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February-March.
The following crop note applies to field(s): E, F, p10, p12, p4, p5, p7, Pivot
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10%when planting no-till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February-March.
---------------------------------------------------------------------------------
710781 Database Version 4.1 Date Printed: 02-10-2022 Crop Note Page 2 of 5

The following crop note applies to field(s): D, pl, p6, p6A, p8
Bermudagrass: CP, Mineral Soil, Moderately Well Drained.
Adaptation: Well-adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1"to 3"
deep(1.5"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25%for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): p2
Bermudagrass: CP, Mineral Soil, Moderately Well Drained.
Adaptation: Well-adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. I to Mar. 31. Cover sprigs 1"to 3"
deep(1.5"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
Ib/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
----- - ----------- -------------
710781 Database Version 4.1 Date Printed: 02-10-2022 Crop Note Page 3 of 5

0
The following crop note applies to field(s): p10, p12, p4, p5, p7, Pivot
Bermudagrass: CP, Mineral Soil, Moderately Well Drained.
Adaptation: Well-adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1"to 3"
deep(1.5"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): p13, p14, p15, p16
Wheat: Coastal Plain, Mineral Soil, medium leachable
In the Coastal Plain,wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2" deep and increase the seeding rate by 5%for each week seeding is delayed beyond the
optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU
"Small Grain Production Guide". Also, increase the initial seeding rate by at least 10%when planting
no-till. Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety
"green book" and information from private companies to select a high yielding variety with the
characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at planting.
Phosphorus and potash recommended by a soil test report can also be applied at this time. The remaining
N should be applied during the months of February-March. The total N is dependent on the soil type.
Plant samples can be analyzed during the growing season to monitor the nutrient status of the wheat.
Timely management of diseases, insects and weeds are essential for profitable wheat production.
The following crop note applies to field(s): A, B, C, p13, p14, p15, p16
Grain Sorghum
---------------------- ----------------------
710781 Database Version 4.1 Date Printed: 02-10-2022 Crop Note Page 4 of 5

The following crop note applies to field(s): p13, p14,p15, p16
Soybeans-Full Season, Coastal Plain: Mineral soil, medium leachable
The suggested planting dates for soybeans in the Coastal Plains are from April 20-May 20. Review the
NCSU Official Variety "green book" and information from private companies to select a high yielding
variety with the characteristics needed for your area and conditions. Plant 2-4 seed/row foot for 7-8"
drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows and 8-10 seed/row foot for 36"
rows. Increase the seeding rate by at least 10%for no-till planting. Seeding depth should be 1-1 1/2" and
adequate depth control is essential. Phosphorus and potash recommended by a soil test report can be
broadcast or banded at planting. Soybeans produce their own nitrogen and are normally grown without
additions of nitrogen. However, applications of 20-30 Ibs/acre N are sometimes made at planting to
promote early growth and vigor. Tissue samples can be analyzed during the growing season to monitor
the overall nutrient status of the soybeans. Timely management of weeds and insects is essential for
profitable soybean production.
The following crop note applies to field(s): A, B, C
Double-Crop Soybeans, Coastal Plain: Mineral soil, medium leachable
Double-crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no-tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. Review the NCSU Official Variety "green book" and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no-till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 Ibs/acre
N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Timely management of
weeds and insects is essential for profitable double crop soybean production.
-------------- --------------------
710781 Database Version 4.1 Date Printed: 02-10-2022 Crop Note Page 5 of 5

6
NCDENR, DEQ
Division of Water Resources
Animal Feeding Operations
1636 Mail Service Center
Raleigh, NC 27699-1636
RE: COC Modification Request
To:Whom It May Concern,
With this letter,Jason Phillips,owner of H&J Nursery#1-3, COC#AWS310294, requests a modification
to this COC to install new/additional irrigation at this farm.
F ps a y- ate
caner Signature Date

D). Application and Handling Equipment
Check the appropriare bar
o Existing or expandingfacility with existing waste application equipment(WUP or 1)
Animal waste application equipment specified in the plan has been either field calibrated or evaluated in
accordance with existing design charts and tables and is able to apply waste as necessary to accommodate the
waste management plan: (existing application equipment can cover the area required by the plan at rates not to
exceed either the specified hydraulic or nutrient loading rates. a schedule for timing of applications has been
established: required buffers can be maintained and calibration and adjustment guidance are contained as part of
the plait).
A' New,expanded.or existing facility without existing waste application equipment for spray irrigation. (I)
Animal waste application equipment specified in the plan has been designed to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can corer the area required by the
plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of
applications has been established; required buffers can be maintained; calibration and adjustment guidance are
contained as part of the plan). H&J;Vtrrsen•#1-3,Afi'S310294—Pivot Add't.
o New, expanded, or existing facility without existing waste application equipment for land spreading not using
spray ini_ats on. (WUP or 1)
Animal waste application equipment specified in the plan has been selected to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the
plan at rates not to exceed either the specified hydraulic or nutrient loading rates. a schedule for timing of
applications has been established: required buffers can be maintained; calibration and adjustment guidance are
contained as part of the plan).
Name of Technical Specialist(Please Print): M. Kevin Weston
Affiliation_Murphy-Brown, LLC dba Smithfield Hog Prod. Date Work Completed: 01/17/22
Address (Agency): P.O. Boxs856 Warsaw, NC 28398 Phone No.: [phone]
Signature: ';0-1—.- Date: 7/uL z_
E) _Odor Control, Insect Control, Mortality Management and Emergency Action Plan (SD,
S1,WUP,RC or I)
The"aste management plan for this facility includes a Waste Management Odor Control Checklist,an Insect Control
Checklist, a Mortality Management Checklist and an Emergency Action Plan. Sources of both odors and insects
have been evaluated with respect to this site and Best Management Practices to Minimize Odors and Best
Management Practices to Control insects have been selected and included in the waste management plan. Both the
Mortality Management Plan and the Emergency Action Plan are complete and can be implemented by this facility.
Name of Technical Specialist (Please Print):
Affiliation Date Work Completed:
Address(Agency): Phone No.:
Signature: Date:
F)Written Notice of New or Expanding Swine Farm
The following signature block is only to be used for new or expanding s«•ine farms that begin construction after June
21, 1996. If the facility was built before June 21, 1996,when was it constructed or last expanded
1(we)certify that I(wc)have attempted to contact by certified mail all adjoining property owners and all property owners
who own property located across a public road.street.or highway from this new or expanding swine farm. 'file notice was in
compliance with the requirements of NCGS 106-805. A copy of the notice and a list of the property owners notified are
attached.
Name of Land Owner:
Signature: Date:
Name of Manager(if different from owner):
Signature: Date:
ANVC-September 18,2006 3

Revised Addendum
To
Nutrient Management Plan
Facility Number: 31-294
Facility Name: H&JNurse #1-3
Facility Owner: Jason Phillips
Facility Type: 7,800 Wean to Feeder
Current NMP Date: 51112013
Addendum Date: 10127121
Tract Field Soil Use. Crop Applic. N
Type Acres Period Applied
1350 PIO AuB Z22 Bermuda Pasture 3/1 - 10/31 202 lbs.
1350 P12 AuB 1.32 Bermuda Pasture 3/1 - 10/31 202 lbs.
1350 CPI AuB 11.25 Bermuda Pasture 3/1 - 10/31 202 lbs.
1350 10,12,CP1 AuB — Small Grain Overseed 10/1 —3/31 50 lbs.
Addendum Narrative
This addendum is written to show that pulls 9, 11, & HA and parts of pulls 10 &
12 have been replaced with center pivot. Pulls 10 & 12 have only been shorten.
All wettable acres have been updated to show this replacement. No crop changes.
PAN rates and windows come from current NMP pulls with same soil type and
crop type. This addendum should be attached to the current Nutrient Management
Plan.
Agency: A riment Services, Inc.
Technical Specialist: Ronnie G. Kennedy, Jr.
Technical Specialist Signature:
Date: 10/27121
Jason Phillips-NMP Addendum 10-27-202110-27-2021

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Project Nf Jason Phillips
jj � Version Name-Jason Phillips_Version
Bl' Map Summary Report - Jason Phillips �� �
Field Name Design Name Machine Category Machine Area(ac) No.of Towers Total Machine Length Total Irrigated Area(ac)
Pivot-1 16202111321311 Jason Phillips Large Field Electrical 7.91 2 329.27 11.25
- Pivot 7000
(Jason Phillips) Spans .Overhang Corner Endgun* .. Keep-Out
_T
Irrigated Area using(ac) 7.87 0 3.38 0 0.00
*Estimated
Total Span Length(ft) 320.00 Overhang Length(ft)9.00 Flex/Transition/Other Lengths(ft) 0.27
S.No Diameter Length(ft) Cable Size Motor•. DropSpan Profile
1 6 160.00 12 ga cable/11 cond 34 RPM Baldor Helical 14.9 x 24 V-Grip Tubeless w/10"Galy Rim None Standard
2 6 160.00 12 ga cable/11 cond 34 RPM Baldor Helical 14.9 x 24 V-Grip Tubeless w/10"Galv Rim None Standard
Primary Endgun
..
(Jason Phillips)
Start Angle 35 deg 205 deg
End Angle 135 deg 325 deg
OffsetField Name Latitude Longitude Pivot Road Angle Pivot Road
Pivot 116202111321311 34.97298007505823 -78.04018409877338 - 0 deg 360 deg
BENCHMARK BLDGS.&IRRIG.-165 S Kenansville Bypass,Kenensville,NC,28349-0867,United States
2

JASON PHILLIPS CP1 UPDATE 10 /27 21
� 1
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o CP1
/ 1.32 11.25 AC. I
- - -0
/ AC_ 12
2.22 AC'
-010

10/27/2021
Jason Phillips Farm (31-294) 10-27-21
Hard Hose Traveler Acreage Calculations
Width Length Lane Lane Acres Start End Start End Stop End Stop End Section Total
Pull # Section W. ft. Spacing S acin % midsection Table kac. Table ac. Pull Acres Pull Acres
10 250 342 200 80% 1.77 EE70 B 0.450 EE70 C 0.000 2.22 2.22
12 250 169 200 1 80% 1 0.87 1 EE70 B 0.450 EE70 C 0.000 1.32 1.32
a.
Pa pi. 1

H&J Nurserys #143
Jason Phillips -
Fac 31 -294
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inch = 400 feet Pulls Oru F

Sheetl
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Jason Phillips- HU Nursery#1-3, AWS310294 Pivot Add't. County: Duplin
Address: 279 Johnson Church Road
Warsaw, NC 28398 Date: 1/17/2022
Telephone: [phone]
Table 1 -Field Specifications
Approximate Maximum
Maximum Maximum Application
Useable Size Application per Irrigation
Field of Field Rate Cycle
Number (acres) Soil Type Slope % Crop(s) (In/hr) (inches) Comments
T1350-F9-12 11.47 Aut ville 0-6 Bermuda grass/ Overseed 0.5 1 Pivot 1
11.47
I

Sheet2
TABLE 2-Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: Valley Standard Pivot 7000
Field No. Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hydrant No. (ft/min) (in/hr. Width(ft.) Len th(ft) (feet) (Inches) at Gun(psi) at reel(psi) Pattern Comments-Acres per pull
Pivot 1 Center pivot acreage computer calculated:machine length-329.4'w/end gun radius-101.8' 11.47
TOTAL 11.47

Sheet3
TABLE 3 -Solid Set Irrigation Gun Settings
Make, Model and Type of Equipment N/A
Operating Parameters
Field No Wetted Hydrant Spacing(ft) Application Nozzle Operating Operating
and Number of Diameter Along Between Rate Diameter Pressure Time
Line No. Hydrants (feet) Pipelines Pipelines (in/hr) (inches) at Gun si at H drant(hr.) Comments-Acres per zone
0
TOTAL 0.00

Sheet4
TABLE 4 - Irrigation System Specifications
Pivot 1
Traveling Solid Set Pivot/Linear Pivot/Linear Pivot/Linear
Irrigation Gun Irrigation Irrigation Irrigation Irrigation
Flow Rate of Sprinkler m 0 0 300 0 0
Operating Pressure at Pump(psi) #DIV/0! #DIV/O! 65.1 #DIV/O! #DIV/O!
Design Precipitation Rate (in/hr) #DIV/O! 0.00 See Chart See Chart See Chart
Hose/Machine Length (feet) XXXXXXXX 329.4 0.0 0.0
Type of Speed Compensation Mechanical XXXXXXXX XXXXXXXX XXXXXXXX XXXXXXXX
Pum Type (PTO, Engine, Electric) Engine Engine Engine Engine Engine
Pump Power Requirement(h ) #DIV/O! #DIV/O! 20.7 #DIV/O! #DIV/0!
TABLE 5 -Thrust Block Specifications
6" 4" 2„
THRUST BLOCK THRUST BLOCK THRUST BLOCK
LOCATION AREA(sq. ft.) AREA(sq. ft.) AREA(sq. ft.)
90 degree bend 8.8 4.3 1.1
Dead End 6.2 3.0 0.8
Tee 4.4 2.1 0.5
Gate Valve 6.2 3.0 0.8
45 degree bend 4.7 2.3 0.6
Page 1

Sheet5
IRRIGATION SYSTEM DESIGNER
Name: Micah Kevin Weston, CID
Company: Murphy-Brown, LLC dba Smithfield Hog Production z
Address: 2822 Hwy 24 West, P.O. Box 856 Warsaw, NC 28398
Phone: [phone] - ' 002919 !
�FSIGNFa
Required Documentation `spR/NK`��
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed irrigation system which includes hydrant locations,pipelines, thrust block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system
6. Manufacturer's specifications for the irrigation pump,traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE.
8. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 25'or wider must be maintained between the limits of the irrigation system and all
perennial streams and surface waters per NC Statutes.

Sh eet6
Narrative of Irrigation System Operation
This design dated 1/17/2022 is for an addition of a center pivot, (replacing existing pulls), for an existing
facility. The pivot acres were computer calculated based on the equipment specified.
This irrigation system was designed and installed by Benchmark Buildings & Irrigation of Kenansville, NC. This
pivot replaces existing pulls 9-12. All other irrigation parameters remained the same.
Refer to owner's manual and irrigation dealer for information on maintenance, winterization, and operation of
system.

Sheet7(3)
CALCULATIONS
Pivot/Linear Specifications Pivot 1
Pivot/Linear Type: Valley Standard Pivot 7000
Machine Length: 329.4 (feet) End Gun Radius: 101.8 (feet)
Base Pressure: 47 psi Pipe Diameter: 6 (inches)
Flowrate(GPM): 300 gpm Machine Flow: 181.2 gpm
Wetted Length: 431.2 feet End Gun Flow: 118.8 gpm
Application Rate
See Manufacturers Specifications Sheet
Travel Speed
See Manufacturers Specifications Sheet
Mainline Velocity
Velocity= .408 x Flowrate/pipe diameter squared feet/sec."`
` For buried pipelines, velocity should be below 5 feet per second
Pipe size: 6 inches
Velocity= 3.40 ft/sec.
Maximum Mainline Friction Loss
Most distant hydrant: P1
Total distance: 2800 feet
Friction Loss is figured using HazenlWilliam's Equation
Friction Loss= 0.61 feet/100 feet
Max. Mainline Loss= 17.1 feet or 7.4 psi
Maximum Machine Friction Loss
Friction Loss is figured using HazenMilliam's Equation
Friction Loss= 0.70 feet/100 feet
Max. Mainline Loss= 2.3 feet or 1.0 psi
Page 1

Sheet7 (3)
Total Dynamic Head
Base Pressure: 47 psi
Loss through machine: 1.0 psi
Elevation head: 4.3 psi
Mainline loss: 7.4 psi
Suction head and lift: 2.3 psi
5%fitting loss: 3.1 psi
TOTAL(TDH)= 65.1 psi or 150.4 feet
Horsepower Required
Horsepower= Flowrate x TDH(feet)/3960/Pump effeciency
Pump Description: Berkeley
Pump Efficiency: 55 %
Horsepower Required: 20.7 Hp
Thrust Blocking
Thrust Block Area=Thrust/Soil Bearing Strength
Thrust: 7460 feet
Soil Bearing Strength: 1200 feet
End Cap: 6.2 ft2
90 degree elbow: 8.8 ft2
Tee: 4.4 ft2
45 degree elbow: 4.7 ft2
Pipe Pressure Rating Check
Pressure Rating of Pipe to be Used: 16 psi
Max. Pressure on system when running: 65.1 psi
70% of Pressure Rating: 11.2 psi
If Max. Pressure on system is less than 70%of Pressure Rating, OK
Net Positive Suction Head Check
NPSHA: 17
NPSHR: 10 'from pump curve
If NPSHA>NPSHR OK
Page 2

r
H &J Nursery #1 — 3
AWS310294
Pivot Add't.
Specifications: Pivot
Volley Standard Pivot 7000
Machine Length — 329.4'
End Gun Radius — 101.8'
47 PSI (Base Pressure)
300 GPM Total
(181.2 GPM Machine + 118.8 GPM End Gun)
e
e�
V
rn
Pivot
r 7.83 Ac. w/o End Gun
11.47 Ac. w/End Gun
End Gun Runs 234 Degrees
(Approx. 65% of Time)
P
Qom• .�..`��`',*�,, ..��
GRAPHIC SCALE - cl:
200 0 100 200 400
( IN FEET )
1 inch = 200 ft. Pivot Replace* Exi*ting Pulls 9-12 2021 — Pivot Oesign do Installation by Benchmark Bldg&ac tmiy.

VALLD
I V-CHART
Valley Dealer Customer
Benchmark Bldgs. & Irrig. JASON PHILLIPS
165 S Kenansville Bypass 279 JOHNSON CHURCH RD
Kenansville, NC 28349 WARSAW, NC 28398
UNITED STATES USA
Dealer No. Field Name
88815458
Parent Order_ No . 11424020 Dealer PO 46383
Sprinkler Order No . 11424021 Order Date 01/31/2021
Load Date 05/07/2021
Plant McCook Manufacturing Method Of Shipment W/SYS (11424020)
2 Span Valley Standard Pivot 7000
Machine Flow 300 (GPM)
Pivot Pressure 47 (PSI)
Cover Sheet - 06/11/2021 Page 1

Parent iir_der No 11424020 Dealer Benchmark Bldgs.&Irrig. :Sprir.kle: .order No 11424021
C,rst,;mor JASON PHILLIPS
I'iold Nami`
Valley Standard Pivot 7000 Machine Summary
Span and Overhang Field Area Flow
r---------------------------------ir--------------------------------7
Pipe ('oup10r C>• ( 11 10.6 (Ac) Tor.,�,l ii 300 (GI'M) i
Model Qty Lenyth U.U. SPacin.:? V.'Y Profile 1'ir:r i7.8 (Ac) Pi 3�U It 22.37 (GPM 1-:et Acre) i
t
(tr) (in) (i.ril 4
t 2.8 (Ac) F.r; r•n ;0:' ii 1.19 (i.n pea d.;Y) Ap1 If Ras r
7000 2 160.0 6 108 18 Standard 14.9 x 24 High Float i 329.4 M)Machinr 1.,rrrcrh: ii 0.099 (in) Apt) N,,)th l' Inu
7000 1 9.0 6 I111 2 11
101.8 (ft)End ';.jr- k.,r(iit, ii 118.8 o+ pM) ;nil ;cn
1 II I
---------------------------------'r
Messages Pressure LRDU Drive Train
r-----------------------------------ir----------------------------------------------r
Caution: i 47 (PSI:) Pivot Pra>:;ur - ii 68 RPM i-nL, Driv..- 060
None 45 (PSI)=End P r c• r;u r r. 14.9 x 24 High Float 'Pica
i 0.0 (IIj Hiylrtsr. E:aveli r: ii $2:INtir (;P. Patic,, I.P')n Di:ar 3211.3 (tt)
Dealer: r rr r
i OA (fr Lvwe.,r Glev�ri�;r, tt 2.lIH.s�'.r„ 1•- lu�i"
Non® ) rr 16.50 (Pt p_r h:in)
r rr r
L----------------------------------------------r
Sprinkler--Available Outlets Sprinkler--Available Outlets
;uriakli-r �r:f:Uur�tion Range(it_) Sprink:ef P-1Ige(ft)
Valley U-Pipe 6(in)Galvanized 3/4 M NPT x 3/4 F NPT Outlets Vallee U-Pipe 6(in)Galvanized 3/4 M NPT x 3/4 F NPT Outlets --
4,16,1 j 18,20.1
Black Hose Drop Variable Length 60(in)Ground Clr 22.34.1 Valley Drop 84(in)Galvanized 3/4 M NPT x 3/4 M NPT 36,38.1
r.�
Valley Slip Weight 26(in)2(lb)Poly Nelson PC-D3000 Part Circle Spray 314 M NPT
Nelson TR3000 D4-Green 3/4 M NPT ASSY `
138.87(ft) Total Drop I lose Length
Cover Sheet-0611 1/202 1 Page 2

Parent order No 11424020 Dealer Benchmark Bldgs.&trrig,. Sprinkle_ 0rder Wo 11424021
C,Ast_urner JASON PHII.LIPS
Field Natne
Valley Standard Pivot 7000 Machine Summary
Pressure Loss hnd Gun(s)&Booster Pump Information
?ipF ='ipF llipc- Lass Primary End Gun
Len4r.:t (rt) I.D. (in) Finir;li Factor (PL;I) NelsonSRl00Lr.d t;un
0.8 Noz,1F
329.4 5.79 Galvanized 150 0.8
Total= 0.8 40
Buustrr P:uuN
Span Flow Advanced Options
-------
t_•rain sprinkle.: = "enninger Di- rc•r i�.,n I - -------- -,
Gpa-1 Trirgatcd rrl.;l Rqd Act Rqd A�:r t :; _ t
�!_a t l��rinkleL c.ver.�ne - tt �
Ni:m; •r._ l r'y-n (Yr) (A ) (+PP1) (' PH) (�3PM u-r A:-:r�) ('3PM Nc•r A *r�l l rv:ali_n i;pr 'nkler _err aqe 1„rn.)t i W. J rt �
lul:e ma r CoJt>lar YF:.: t
Mi:i_:r.I..rn M.ainiirle• Pc -;cr;u:e - r, I _'1
L--------------------------------------------------------.J
1 136.4 1.8 39.9 41.7 21.92 22.94 4.6
2 159.8 5.5 121.5 121.6 21.92 21.94 1).1
O/It 9.1 0.4 10.4 10.2 24.37 24.03 -1.4
EG 101.8 2.8 124.9 118.8 22.37 21.28 -4.9
Totals 10.5 292.3
Drain Sprinkler 9 9A
Total Machine Flow 301.7
Cover Sheet-06/1 1/2021 Page 3

Uell ._ BenchmarkBtdgs.&Irrig. 4 V-CHART ::ptinklot nuicc N( 11424021
Custoalet JASO(V PHILLIPS
F_�1;1 Ndmr a P.1rrt:'_ :)r-1C1 N,_, 11424020
Valley Standard Pivot 7000 Percent Timer Data
Setup Information-Valley Computer Control Panel Water Application Constants: Minimum Application=0.099(in) Hours/360°=2
Based on IN Based on%'Timer
TK Per Pivct 'lour:- Per Pivot TN Per I!^,urs Per
S e,t) dry rre•s :'luicr 360 dryly.-S •I'i:ne t. if:.Q 'If-yrrr:: ?t 17 ;1-yt«•c•
0.099 100.0 2.0 100.0 0.099 2.0
0.10 98.9 2.0 90.0 0.11 2.2
0.20 49.4 4.0 80.0 0.12 2.5
0.30 33.0 6.1 70.0 0.14 2.9
0.40 24.7 8.1 60.0 0.16 3.3
0.50 19.8 10.1 50.0 0.20 4.0
0.60 16.5 12.1 45.0 0.22 4.4
0.70 14.1 14.2 40.0 0.25 5.0
0.80 12.4 16.1 35.0 0.28 5.7
0.90 11.0 18.2 30.0 0.33 6.7
1.00 9.9 20.2 25.0 0.40 8.0
1.25 7.9 25.3 20.0 0.49 10.0
1.50 6.6 30.3 17.5 0.56 11.4
1.75 5.6 35.7 15.6 0.66 13.3
12.5 0.79 16.0
10.0 0.99 20.0
7.5 1.32 26.7
5.0 1.98 40.0
Field Area Flow Pressure LRDtI Drive Train
---------------------------- ----------------- ------------------------- ----------------------------
Al H 47 (1'Sf) Pivot Pie su_,e ii 68 h_'t4 r'er.rer 1>:ive l! 60 H_ 112c1. i
7.8 (A,.)Pivot 3t,0' i 22.37 (GK-1 per Acre) 45 (PSI)=End 11 re ;u :e 14.9 x 24 High Float -i 1 r
2.8 (Ac) Ft" -,rr '",t): ii 1.19 (_n per Jay) Any Rat - 11 0.0(f'.) Iliglr.,r !:B ,. i,:,, LRCM 1 i 1 320.3(ttl i
t rr 0.099 (in) A` Ue th (A 100' ii 0.0(fr) Lowe:.•*. Etev.rti.ori II 2.OHta/{cU° '+ low. ( 16.50 )(VT per W10
I 329.4(r.r)Maclurle Ler.gttl II pP F ti II
101.8(rt)End taut: Radius 119.8 (G1"1I) End „an ------------------------------------; 2Ht:s"(',U"
-------------------------li i L--------
Etisclaimer
TLC rrtl, rmat i.:u is I?:.• att;wh -i is uas-1 •u, vat a:"lr•s whi'•li ,ann..t 1. .alai ly .mt r, ,•d I y v.; ra•n l ( n, IuJiuy, 1,1' n, 1
,-rnilud l.u; F,iwt {;ec,;su.c, _nsidc• :ail t.__u�� r.uria::e, ...:_,i Aug.. tl,ruw, end ctu:: arm _.�-dilly, till
51_:,1wgr, lire i.r�_:::ulc, !ioiJ v;,>1i.>, c:�•i.. v.,ri�t.i�,ns,
sl.rir.kler Package instaL'aticn, well car>a<riry, cenrer 'dtive motor voltage, center drive motor ire<(uency, ,_imaric conditicn:: and ot!:ar e::am nrs and
:r:.unsr.,ncr:; bmyond vaill-nr'., 1-,•„na-Il l:; m„nih:,: my Ynr ma.:hir- Yur at I«,,,;:1 .Fir L•a::;: tr,-Ilyl, rt,-•I:! t,. -,c,r•1i•. :�r: ar,:ur.,t�
u�r-•ttSon rime.
11crcmiTimcor-06/11/2021 Page I

2/10/2022
Jason Phillips Farm (31-294) 10-27-21
Hard Hose Traveler Acreage Calculations
Width Length Lane Lane Acres Start End Start End Stop End Stop End Section Total
Pull# Section ft. ft. Spacing S acin 0/6midsection Table ac. Table ac. Pull Acres Pull Acres
10 250 342 200 80% 1.77 EE70 B 0.450 EE70 C 0.000 2.22 2.22
12 250 169 1 200 80% 0.87 EE70 B 0.450 EE70 C 0.000 1.32 1.32
Page 1

ti
WETTABLE ACRES
IRRIGATION SYSTEM DESIGN PARMATERS
and
COMPUTATIONAL WORKSHEET SUMMARY
Landowner/Operator Name Jason Phillips COUNTY Duplin
Adress 279 Johnson Church Rd
Warsaw, NO 28398 DATE 03/19/03
Telephone [phone] FACILITY 31.294
TABLE 1 - Field Specifications
Approximate Maximun Maxlumn
Hydrant acres acres acres Maximun Length Width Application Application
or start end middle stop end Useable Size of of Rate(3) per frrigatlon
Tract field(1) wetted wetted wetted of field(2) pulls pulls Slope cycle(3)
Number Number area area area (acres) Table column in feet in feet Soil TXpe Crop(s)( in/tir inched
1350 1 0.251 0.4 O 0.65 EE70 B•C 217 80 ORB 0.5 0.5 1
13501 p2 0.4 0.85 0 1.25 EE70 B•C 256 145 MCC 0.5 0.5 1
1350 p3 0.25 0.25 0 0.5 EE70 B•C 136 80 AUB 0.5 0.5 S
1350 p4 0.4 0.5 0 0.9 EE70 B-C 198 110 AUB 0-5 0.5 1
1350 p5 0.25 0.8 0 1.05 EE70 B•C 496 70 AUB 0.5 Bermuda/Small rain 0.5 1
1350 P6 0.45 2 0 2.45 EE70 B•C 547 1601 NOA 0.5 Bermuda/Small rain 0.5 2 '
1350 p6a 0.451 1 0 1451 EE70 B•C 243 1601 NOA 0.5 6-t-mms, 1A4A4ev*ffmljy4X 1 0.5 1
1350 P7 0.45 2 0 2.45 EE70 SIC 541 160 AUB 0.5 Bermuda/Small rain 0.5 1
1350 ps 0.45 2 0 2.45 EE70 B•C 547 160 NOA 0.5 Bermuda/Small rain 0.5 1
1350 0.45 2.1 0 2.55 E970 .8-C 567 160 AUB 0.5
1 see attached map.
2 Total field acreage minus required buffer areas.
3 Refer to N.C.Irrigation guide,Field Office Technical Guide,Section II G.Annual application must not exceed the agronomic rates for the sod and crop used.
Wettable Acre Computational Worksheet Completed by: jBilly W Houston J Date 3./19./03

1
WETTABLE ACRES
IRRIGATION SYSTEM DESIGN PARMATERS
and
COMPUTATIONAL. WORKSHEET SUMMARY
Landowner/ Operator Name Jason Phillips COUNTY Duplin
Adress 279 Johnson Church Rd
Warsaw, NC 28398 DATE 03/19/03
Telephone [phone] FACILITY 31.294
TABLE 1 - Field Specifications
Approximate Maximun Maxiumn
Hydrant acres acres acres Maximun Length width Application Application
or start and midd,e stop end Useable Site of of Rate(3) per Irrigation
Tract field(1) wetted wetted wetted of field(2) pulls pulls Slope Cycle(3)
Number Number area area area (acres) Table column in feet in feet 54d T Crop(s) iNh inches
1350 p10 0.451 183 0 2.28 EE70 I B•C 499 1601 AUB MO5w►►#i- st,so can 0.5 1
1350 11 0,45 2.06 0 2.51 EE70 B•C 561 I60 AUB n 0.5 I
1350 12 0.45 1.4 0 2.85 EE70 B•C 380 360 AU8 can 0.5 1
1350 !3 0.45 1.86 0 231 EE70 B•C 506 160 NOA n• f „a 0.5 )
1350 14 0.23 1.28 0 1.51 EE70 B-C 532 105 NOA 0.5 1
1350 15 0.45 0.94 0 1.39 EE70 B•C 255 160 NQA n 0.5 1
1350 16 0.45 0.76 0 1.21 EE70 B•C 206 160 NOA 0.5 0.5 2
0 JA110 HE 2 2 10-C 460 , 0r
1 see attached map.
2 Total lield acreage minus required buffer areas.
3 Rater to N.C.Irrigation guide,Field OYica Technical Guide,Section it C Annual application must not exceed the agronomic rates for the soil and crop used.
Wettable Acre Computational Worksheet Completed by: 18illy W Houston Date 3./19./03
Awls-

WETTABLE ACRES
IRRIGATION SYSTEM DESIGN PARMATERS
and
COMPUTATIONAL WORKSHEET SUMMARY
Landowner/Operator Name Jason Phillips COUNTY Duplin
Adress 526 Abner Phillips Rd
Warsaw, NC 28398 DATE 04/25/01
Telephone [phone] FACILITY 31.832
TABLE 1 - Field Specifications
Approximate Maximun Maxiumn
Hydrant acres acres acres Maximun Length Width Application Application
or start end middle stop end Useable Size of of Rate(3) per Irrigation
Tract field(1) wetted wetted wetted of field(2) pulls pulls Slope cycle(3)
Number Number area area area (acres) Table column in feet in feet Soil Type (%) Crop(s) (in/hr) (inches)
13501 p10 0.451 1.83 0 2.28 EE70 B•C 499 1601 NOA 0.5 Corn,Wheat,Soybean 0.5 1
1350 pll 0.45 2.06 0 2.51 EE70 B-C 561 160 NOA 0.5 Corn,Wheat,Soybean 0.5 1
1350 p12 0.45 1.4 0 1.85 EE70 B-C 380 160 NOA 0.5 Corn,Wheat,Soybean 0.5 1
1350 p13 0.45 1.86 0 2.31 EE70 B•C 506 160 NOA 0.5 Corn,Wheat,Soybean 0.5 1
1350 p14 0.23 1.28 0 1.51 EE70 B•C 532 105 NOA 0.5 Corn,Wheat,Soybean 0.5 1
1350 p15 0.45 0.94 0 1.39 EE70 B•C 255 160 NOA 0.5 Corn,Wheat,Soybean 0.5 1
1350 p16 0.451 0.76 0 1.21 EE70 B•C 206 160 NOA 0.5 Corn,Wheat,Soybean 0.5 1
1 see attached map.
2 Total field acreage minus required buffer areas.
3 Refer to N.C.Irrigation guide,Field Office Technical Guide,Section II G.Annual application must not exceed the agronomic rates for the soil and crop used.
Wettable Acre Computational Worksheet Completed by: Bill W Houston Date 14.25.01

WETTABLE ACRES
IRRIGATION SYSTEM DESIGN PARMATERS
and
COMPUTATIONAL WORKSHEET SUMMARY
Landowner/ Operator Name Jason Phillips COUNTY Duplin
Adress 526 Abner Phillips Rd
Warsaw, NC 28398 DATE 04/25/01
Telephone [phone] FACILITY 31.832
TABLE 1 - Field Specifications
Approximate Maximun Maxiumn
Hydrant acres acres acres Maximun Length Width Application Application
or start end middle stop end Useable Size of of Rate(3) per Irrigation
Tract field(1) wetted wetted wetted of field(2) pulls pulls Slope cycle(3)
Number Number area area area (acres) Table column in feet in feet Soil Type (%) Crop(s) (in/hr) (inches)
1350 p1 0.251 0.4 0 0.65 EE70 B-C 217 801 NOA 0.5 Corn,Wheat,Soybean 0.5 1
1350 p2 0.4 0.85 0 1.25 EE70 B-C 255 145 NOA 0.5 Corn,Wheat,Soybean 0.5 1
1350 p3 0.25 0.25 0 0.5 EE70 B-C 136 80 NOA 0.5 Corn,Wheat,Soybean 0.5 1
1350 p4 0.4 0.5 0 0.9 EE70 B-C 198 110 NOA 0.5 Corn,Wheat,Soybean 0.5 1
1350 p5 0.25 0.8 0 1.05 EE70 B-C 498 70 NOA 0.5 Bermuda/Smallgrain 0.5 1
1350 p6 0.45 2 0 2.45 EE70 B-C 547 160 NOA 0.5 Bermuda/Smallgrain 0.5 1
1350 p6a 0.451 1 0 1.45 EE70 I B-C 243 1601 NOA 0.5 Summer,Winter Annual 0.5 1
1350 p7 0.451 2 0 2.45 EE70 B-C 547 160 NOA 0.5 Bermuda/Smallgrain 0.5 1
1350 p8 0.45 2 0 2.45 EE70 B-C 547 160 NOA 0.5 Berm uda/Smallgrain 0.5 1
1350 p9 0.451 2.11 0 2.55 EE70 B•C 567 160 NOA 0.5 Corn,Wheat,Soybean 0.5 1
1 see attached map.
2 Total field acreage minus required buffer areas.
3 Refer to N.C.Irrigation guide,Field Office Technical Guide,Section II G.Annual application must not exceed the agronomic rates for the soil and crop used.
Wettable Acre Computational Worksheet Completed by: FB-illy W Houston Date 104.25.01

` ^ .
Operator:Harry Phillips County : DupIin Date : 03/31/92
DistancE to nearest residence (other than owner) : 1400. 0 feet
1. STEADY STATE LIVE WEIGHT
2 11"s (farrow tD finist) 1417 lns' = 0 its
Q scws (farraw to feeder) x 522 Its. = 0 Its
0 head (finishing only) x 135 lbs. = 0 lbs
0 sows (farrow to wean) x 433 Its. = 0 lbs
2600 head (wean to feeder) x 30 lbs. = 78000 lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 76000 lbs
2. HIN:MUM 9E2UIRED TREATMENT VOLUME CF LAGOON
V01U12 = 78000 Its. SSLW x Treatzent VoIume (CF) /lb. SSL'v;
Treatment Volume <CF> /lt. SSLW= 1 CF/lb. S30�
;olu;e = 73QOO cubic feet
3. STORACE VZLUME FOR 3LUD3E ACCUMULATION
@� Volume = 0. 0 =ubic fcst Not zomputad at landzunar' s reque&.
�
Sludge will be raaoved as needas.
4. T]TAL DES= VOLUME
:nsida top length 18E. T feet ; inside top width 1E5. 0 fast
Tup cf dike at eIe4atioc 48- 2 feet
Freaboard 1. 5 feet ; Side slopes 3. 0 : 1 Kn0ds lagoon)
Total easign lagzan liquid level at eIavaLion 46. 7 feat
Bottom cf lagoon elevation 36. 2 feat
Saasonal high watar tatla elevation -41 . 2 fe&
Toial design volume using prisnoidal formula
SS/E%D1 SS/EK02 SS/SIDE! SS/SIDE2 LEN3TH WIDTH DEPTH
3. 0 3. 0 3. 0 3. 0 17&. Z 116. 2 10. 5
AREA OF TOP
LENSTH * WIDTH =
176. 0 116. 0. 20416. 0 (AREA OF TOP)
AREA CF BOTTOM
LEN3TH * WIDTH =
113. 10 53. 0. 5989. Q (AREA OF BOTTOM)
AREA OF MIDSECTION
\ LENSTH * WIDTH * 4
, 44. !f 84. 5 43841. 0 (ARER OF VIDSECTICN * 4) H Y
CU. FT. = [AREA TOP + (4*?REP MIDSECTION) + AREA DOTTON2 » CEPTH/E
20416. 6-) 4B841. 0 5989. 0. 1' ,
YJLUNE CF LAGOON AT TOTAL EESICN LICUID LEVEL = 131681 CU. FT~
-

\ x~.
�. TEMPORARY STORAGE REQUIRED
??nINACE AREA:
La]Dcn (top af dike)
Length * Width =
185. 0 125. 0 23125. 0 square feet
Buildings (roof and lot water)
Length * Width = '
0. 0 0. 0 0. 0 square fEet
TOTAL EA 23125. 0 square feet
Cesign temporary stcrage period tc be 180 days.
5A. Volume of waste produced
Approxinata daily production if manure in CF/LB SSLW 0. 00136
78000 Us. 93LA * CF cf Waste/Lb./Day * 180 days
Valnss = 19048 cutic feat
Vo11me of wash water
'
This is the amount of fresh water uset for uashing flcors or volume
V irash water used for a flush syKeI. Flush systems that recirculat ^
ths !again water are accounted for in 5A.
V�lume = C. 0 gailoos/day * 100 days stcraga/7. 43 gallons
per CF
Vzluze = 0. 0 cubic Hat
EC. VoIuns of rainfall in aAzess of evaporation
Use Pericl cf tica x5am rainfall exceeds evaporation by largest amount-
ISO days excess rainfall = 7. 0 inches
Volume = 7. 0 in * DA / 12 inches per foot
Volume = 13489. 6 cubic feet
/
'

5D. Volume of 25 year — 24 hour, storm
Volume = 7. 5 inches / 12 inches per foot # DA
vzluxa = 14153. 1 cntia Tzat
TOTAL REQUIRED TEMPORARY STORAGE
5A. 19048 cub iz feet
5B. 0 cubic feet
5C. 13490 cubic feet
5D. 14453 cubic feet
TOTAL 45931 =Ubic feat
33=2Y
Total required vcluw 124991 wtic feet---, Owl
T:tn1 design 4oj . mE avail . 0 1,1101
Min. req. treatment iziume plus sjodgE ancumniati :7 78000 cubic &
It
nt alay. 43. 2 feet ; Vzluae iB 73543 votiL feet (end pumping)
Tctol design v3luma less 25yr-24hr stzrm is 117227 zubi= fa&
At alev. 45. 9 feet VolusB is 115902 cubi= fEat ( start pumping.*
saasonal high water table SlEvatica 01 . 0 feat
7. • BY.
DATE: 3 T
NOTE: SEE ATTACHED WASTE UTILIZATION PLANI

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0 , ator:Harry Phillips County: Duplin Date: 03/15/93
Distance to nearest residence (other than owner) : 1300. 0 feet
1. STEADY STATE LIVE WEIGHT
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
0 head (finishing only) x 135 lbs. = 0 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
2640 head (wean to feeder) x 30 lbs. = 79200 lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 79200 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 79200 lbs. SSLW x Treatment Volume(CF)/lb. SSLW
Treatment Volume(CF)/lb. SSLW= 1 CF/lb. SSLW
Volume = 79200 cubic feet
3 . STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0. 0 cubic feet
Not Calculated at the owner's request. Owner will be responsible for removal.
4. TOTAL DESIGN VOLUME
Inside top length 200. 0 feet Inside top width 100. 0 feet
Top of dike at elevation 51.4 feet
Freeboard 1. 0 feet ; Side slopes 2 . 5 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation 50.4 feet
Bottom of lagoon elevation 40. 1 feet
Seasonal high water table elevation 43 . 0 feet
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
2 . 5 2 . 5 2 .5 2 . 5 195. 0 95. 0 10. 3
AREA OF TOP
LENGTH * WIDTH =
195.0 95. 0 18525. 0 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
143 .5 43 . 5 6242 . 3 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
169. 3 69 . 3 46882 . 3 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
18525. 0 46882 . 3 6242 . 3 1. 7
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 122998 CU. FT.
14

D
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
200. 0 100. 0 20000. 0 square feet
Buildings (roof and lot water)
Length * Width =
0. 0 0. 0 0. 0 square feet
TOTAL DA 20000. 0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0. 00136
Volume = 79200 Lbs. SSLW * CF of Waste/Lb./Day * 180 days
Volume = 19341 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0. 0 gallons/day * 180 days storage/7. 48 gallons
Volume = 0. 0 cubic feet per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7 . 0 inches
Volume = 7 . 0 in * DA / 12 inches per foot
Volume = 11666 . 7 cubic feet
IS

• o
5D. Volume of 25 year - 24 hour storm
Volume = 7. 5 inches
/ 12 inches per foot * DA
Volume = 12500. 0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 19341 cubic feet
5B. 0 cubic feet
5C. 11667 cubic feet
5D. 12500 cubic feet
TOTAL 43508 cubic feet
6. SUMMARY
Total required volume 122708 cubic feet
Total design volume avail . 122998 cubic feet
Min. req. treatment volume plus sludge accumulation
79200 cubic fe
At elev. 47 . 8 feet Volume is
79588 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 110498 cubic feet
At elev. 49. 7 feet ; Volume is 110383 cubic feet (start pumping)
Seasonal high water table elevation 43 . 0 feet
7. DESIGNED BY: APPROVED BY:
DATE:
3- DATE:
SCS DOES NOT CERTIFY THAT
NOTE: SEE ATTACHED WASTE UTILIZATIO AREAVATION CORRECTAND FILL VOLUMES
104 , _ /
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READY
AA AP AC All AE AF AS AH
COMMANDS ARE
4Dist. nearest residence (other than owner,) ==> AVAILABLE FROM
5Sows (farrow to f i n i=_h) ____________==________> ANYWHERE IN
6Sows (farrow to feeder) =====================> THE PROGRAM:
7Head ( finishing) ============================>
8Sows ( farrow to wean) _______________'=_______> TO PRINT DESIGN:
9Head (wean to feeder,) __________________=____) 2640 \pd
10Storage volume for sludge accum. (cu. ft. ) ===>
11Treatment Volume (min. 1 cu. ft. per lb. ) ===> 1 TO CLEAR DESIGN:
12Inside top 98 \cd
13Inside top width____________________________> 199
14Top of dike at elevation====================> 52- 00 TO QUIT W/O SAVE:
15Freeboard===================================> 1. 0 \q
16Slde Slopes_____________________________=====I 2. 0
1725 year — 24 hour rainfall________________=__> 7. 5 TO SOTO SEEDING:
18Bottom of lagoon at elevation===============) 59. 20 \sr
19Total required volume==============> 122153
20Total design volume available======> 1 457r TO PRINT `SPECS:
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)perator:Harry Phillips County : Duplin Co. Date: 10/26/95
)is'ce to nearest residence (other than owner) : 1500. 0 feet
. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
0 head (finishing only) x 135 lbs. c 0 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
2600 head (wean to feeder) x 30 lbs. = 78000 lbs
Describe other : : 0
Total Average Live Weight = 78000 lbs
L MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 78000 lbs. ALW x Treatment Volume (CF) /1b. ALW
Treatment Volume (CF) /lb. ALW = 1 CF/lb. ALW
Volume = 78000 cubic feet
K STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0. 0 cubic feet
~ TOTAL DESIGNED VOLUME
Inside top length (feet) --------------------- 155. 0
�—' Inside top width (feet) ---------------------- 150. 0
�
- Top of dike elevation (feet) ----------------- 100. 4
Bottom of lagoon elevation (feet) ------------ 90. 4
Freeboard (feet) ----------------------------- ' 1. 0
Side slopes (inside lagoon) ------------------ ° 3. 0 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SI0E2 LENGTH WIDTH DEPTH
3. 0 3. 0 3. 0 3. 0 149. 0 144. 0 9. 0
AREA OF TOP
LENGTH * WIDTH =
149. 0 144. 0 21456 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
95. 0 90. 0 8550 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
122. 0 117. 0 57096 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOH] * DEPTH/6
21456. 0 57096. 0 8550. 0 1. 5
Total Designed Volume Available = 130653 CU. FT.
v

TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
155. 0 150. 0 23250. 0 square feet
Buildings (roof and lot water)
0. 0 square feet Describe this area.
TOTAL DA 23250. 0 square feet
Design temporary storage period to be 180 days.
. Volume of waste produced
Feces & urine production in gal. /day per 135 lb. ALW 1 . 37
Volume = 78000 lbs. ALW/135 lbs. ALW * 1 . 37 gal/day 180 days
Volume = 142480 gals. or 19048. 1 cubic feet
. lume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0. 0 gallons/day * 180 days storage/7. 48 gallons
per CF
Volume = 0. 0 cubic feet
, Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7. 0 inches
Volume = 7. 0 in * DA / 12 inches per foot
Volume = 13562. 5 cubic feet
Q
/

^ ^
0. »�Volume of 25 year - 24 hour storm
�
Volume = 7. 5 inches / 12 inches per foot * DA
Volume = 14531 . 3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 19048 cubic feet
5B. 0 cubic feet
50 13563 cubic feet
5D. 14531 cubic feet
TOTAL 47142 cubic feet
. SUMMARY
Temporary storage period====================> 180 days
Rainfall in excess of evaporation===========> 7. 0 inches
25 year - 24 hour rainfall==================> 7. 5 inches
Freeboard===================================> 1 . 0 feet
Side slopes=================================> 3. 0 : 1
Inside top length===========================> 155. 0 feet
Inside top width============================> 150. 0 feet
Top of dike elevation=======================> 100. 4 feet
Bottom of lagoon elevation==================> 90. 4 feet
- Total required volume=======================> 123142 cu. ft. *
Actual design volume========================> *
Seasonal high watertable elevation (SHWT) ===> -~�~���~7'if% p
Stop pumping elev. ==========================> 96. 7 feet
Must be > or = to the SHWT elev. ==========> 96. 7 feet
Rust be > or = to min. req. treatment el. => 96. 4 feet
Required minimum treatment volume===========> 78000 cc. ft.
Volume at stop pumping elevation============> 78894 cu. ft.
Start pumping e1ev. =========================> 98. 5 feet *
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr. - 24 hr. rainfall==> 116122 cu. ft.
Volume at start pumping elevation===========> 112046 cu. ft.
Required volume to be pumped================> 32611 cu. ft. *
Actual volume planned to be pumped==========> 33152 cu. ft. *
Min. thickness of soil ^liner when required-) 1 . 5 feet
' DESIGNED BY: APPROVED BY :
§5t—
�C��� DATE: <^�~zy~x���
-
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS: -........ ....................... ..................................................
—'—'---
�
. . --..........
/0

H&J Nursery #1 - 3 AWS310294
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

H&J Nursery #1 - 3 AWS310294
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

H&J Nursery #1 - 3 AWS310294
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

H&J Nursery #1 - 3 AWS310294
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

H&J Nursery #1 - 3 AWS310294
• 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

H&J Nursery #1 - 3 AWS310294
• 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

H&J Nursery #1 - 3 AWS310294
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.

H&J Nursery #1 - 3 AWS310294
EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) [phone]
EMERGENCY MANAGEMENT SERVICES (EMS) [phone]
SOIL AND WATER CONSERVATION DISTRICT (SWCD) [phone]
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) [phone]
COOPERATIVE EXTENSION SERVICE (CES) [phone]
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.
8

H&J Nursery #1 - 3 AWS310294
c) Have a professional evaluate the condition of the side walls and the lagoon bottom as soon
as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger(either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone #, After hours,
emergency number: [phone]. Your phone call should include: your name, facility
number, telephone number, the details of the incident from item 2 above, the exact
location of the facility, the location or direction of the movement of the spill, weather and
wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice/technical assistance phone number.
4. If none of the above works call 911 or the Sheriff's Department and explain your problem to
them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize offsite damage.
a. Contractors Name: Agrimenc Services,Inc.
b. Contractors Address: Po Box 1096, Beulaville,NC 28518
c. Contractors Phone: [phone]
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: Geno Kennedy
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

H&J Nursery #1 - 3 AWS310294
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.
W Remove bridging of accumulated solids at
discharge
_Lagoons and Pits Crusted Solids ( )Maintain lagoons,settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30%of surface.
Excessive Decaying vegetation(✓)Maintain vegetative control along banks of
Vegetative Growth lagoons and other impoundment's to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage () Design,operate and maintain feed systems(e.g..
bunkers and troughs)to minimize the accumulation
of decaying wastage.
() Clean up spillage on a routine basis(e.g.7-10 day
interval during summer;15-30 day interval during winter).
Feed Storage Accumulation of feed () 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

H&J Nursery #1 - 3 AWS310294
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 (4 pertain to this operation. The landowner/ integrator agrees to
use sound judgment in applying insect control measures as practical.
certify the aforementioned insect control Best Management Practices have been
reviewed with me.
00-d�-
V(Landownerr Signature)
l"
For more information contact the Cooperative Extension Service, Department of Entomology, Box
7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC-- November 11, 1996
11

H&J Nursery #1 - 3 AWS310294
roll
SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BMP's to Minimize Odor Site Specific Practices
_Farmstead Swine production (V)Vegetative or wooded buffers:
(/)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;
( )Feeders at high end of solid floors;
( )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 MUnderfloorventilation
decomposition
Ventilation Volatile gases (V)Fan maintenance;
exhaust fans Dust (,/)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 (,()Proper lagoon liquid capacity
Biological mixing (,/)Correct lagoon startup procedures
Agitation (,)Minimum surface area-to-volume
ratio(V)Minimum agitation when
pumping
( )Mechanical aeration
( )Proven biological additives
Irrigation sprinkler High pressure agitation (,/)Irrigate on dry days with little or no wind
nozzles Wind draft (,()Minimum recommended operation pressure
(,/)Pump intake near lagoon liquid surface
( )Pump from second-stage lagoon
AMOC—November 11,1996
12

H&J Nursery #1 - 3 AWS310294
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 (,/)Farm access road
around facilities maintenance Microbial decomposition of away from
tagktiemmatter
_Manure tracked Poorly maintained access (,()Farm access road maintenance
onto public roads roads
from farm access
Additional Information: Available From:
Swine Manure Management 0200 Rule/BMP Packet NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies,EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management:Pit Recharge—Lagoon Treatment:EBAE128-88NCSU-BAE
Swine Production Facility Manure Management:Underfloor Fluse-Lagoon Treatment 129-88NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE103-83NCSU-BAE
Calibration of Manure and Wastewater Application Equipment EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings;PIH-33 NCSU-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.
F 6'
(Landowner Signature)
13

H&J Nursery #1 - 3
Swine Farm Waste Management— Odor Control Checklist Permit No.: AWS310294
Dat : 3/13/2024
INSTRUCTIONS FOR USE - Owner Signature: F
♦ Odor Control Checklist is required by General Statute 143-215.10C(e)(1) LO
♦ Check any/all the BMPs you will implement on this facility. Items checked/selected become a requirement of the CAWMP.
♦ Items in bold or pre-selected are required.
♦ Add any site-specific details related to the selected BMPs
♦ Include any other odor control measures not listed
♦ NOTE: Not all BMPs may be cost-effective for every facility. Evaluate each BMP prior to selecting for your facility.
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
FARMSTEAD
♦ Swine Production ❑ Maintain vegetative or wooded buffers at or •Traps dust and gases, provides dilution
near property boundary and visual screening
• May require third party input/approval
♦ Improper drainage ❑ Grade and landscape so water drains away • Reduce odors and vectors that occur
from facilities and prevent ponding with stagnant conditions
❑ Maintain farm access roads and prevent traffic • Prevents spillage during transport and
in waste application area tracking of waste onto public roads
❑ Other BMPs—please describe
MORTALITY MANAGEMENT
♦ Carcass ® Dispose of mortality using method approved • Required by statute and permit
Decomposition by NCDA&CS State Veterinarian. Manage • May require third party input/approval
According to CAWMP(Mortality Management
Checklist)and permit(s).
❑ Put carcasses in refrigerated (or freezer)dead
boxes within 24 hours for short-term mortality
storage.
♦ Incomplete Incineration ❑ Use incinerators with secondary burners for • Reduce odors by complete incineration
complete combustion.
❑ Other BMPs—please describe
Swine AMOC Page 1 of 6 APPROVED—7/25/2019

H&J Nursery #1 - 3
Swine Farm Waste Management — Odor Control Checklist Permit No.: AWS310294
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
HOUSE/BARN—WASTE HANDLING
♦ Flush tanks ❑ Install flush tank covers • Pit-flush systems
♦ Odorous Gases ❑ Flush pits at least 4 times per day • Pit-flush systems
♦ Partial microbial ❑ Empty pits at least once every 7 days • Pit-recharge or"pull-plug" systems
decomposition ❑ Underfloor flush with pit ventilation
♦ Agitation of wastes ❑ Install/extend fill lines to near bottom of
tanks with anti-siphon vents
❑ Install covers on outside waste collection or
junction box
❑ Install sump tank covers for lift stations
♦ Ammonia ❑ Flush/recharge with treated effluent
❑ Treat waste in pits with proven biological or • Monitor for any solids accumulation in pit
chemical additive
❑ Other BMPs—please describe
HOUSE/BARN—FLOOR AND INDOOR SURFACES
♦ Manure covered floors ❑ Scrape manure from alleys into pens daily •Will move with other manure via pits
❑ Install fully slotted floor system
❑ Install waterers over slotted floor area
❑ Install feeders at high end of solid floors •Where applicable
♦ Odorous Gases ❑ Scrape manure buildup from floors and walls •Aids in animal cleanliness
❑ Keep floors dry •Aids in animal cleanliness
❑ Install underfloor ventilation for drying
❑ Replace bedding/scrape at frequency to • Solid floor/bedding systems
keep bedding dry
❑ Other BMPs—please describe
Swine AMOC Page 2 of 6 APPROVED—7/25/2019
,

H&J Nursery #1 - 3
Swine Farm Waste Management— Odor Control Checklist Permit No.: AWS310294
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
HOUSE/BARN—VENTILATION
♦ Dust ❑ Clean fans regularly—specify frequency
♦ Volatile/odorous gases ❑ Efficient air movement
❑ Install temperature and humidity sensors to
control ventilation
❑ Treat barn exhaust • Examples: biofilters, wet scrubbing, windbreaks
• May reduce ventilation rate depending on method
❑ Other BMPs—please describe
HOUSE/BARN—FEED
♦ Dust ❑ Install feed covers
♦ Adsorbed Gases ® Keep outdoor feed storage covered except • Required by rule 15A NCAC 02D.1802
When necessary to add/remove feed
❑ Minimize free-fall height of dry feed
❑ Install feed delivery downspout extenders
to the feed covers
❑ Remove spoiled/unusable feed on regular basis
❑ Feed pellets instead of dry meal • May require third party input/approval
❑ Use feed additives • May require third party input/approval
♦ Ammonia ❑ Use feed-reduced crude protein diet • May require third party input/approval
❑ Other BMPs—please describe
HOUSE/BARN—GENERAL
♦ Dust ❑ Install temperature and humidity sensors • Maintain relative humidity at 40 to 65%
♦ Odorous Gases to control ventilation
❑ Use ultraviolet light to treat indoor air
❑ Use indoor or outdoor electrostatic space • Can be used to treat exhaust air
charge system
❑ Other BMPs—please describe
Swine AMOC Page 3 of 6 APPROVED—7/25/2019

H&J Nursery #1 - 3
Swine Farm Waste Management— Odor Control Checklist Permit No.: AWS310294
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
LAGOON/WASTE STORAGE STRUCTURE
♦ Volatile Gases ® Maintain proper lagoon volume • Sufficient liquid volume/depth is required
for proper anaerobic treatment
❑ Minimize free-fall height of waste from
discharge pipe to lagoon surface
❑ Extend discharge point of pipe to below lagoon • Use caution not to scour or damage lagoon liner
liquid level
❑ Maintain proper surface area-to-volume ratio
❑ Use correct lagoon start-up procedures
❑ Aerate for odor control
® Manage sludge levels based on annual sludge
survey as required by permit
❑ Keep spilled feed or foreign debris out of lagoon
to prevent excess sludge accumulation
❑ Install/use solids separation system
❑ Use proven biological or chemical additives • Monitor for any increase in rate of solids accumulation
❑ Use permeable lagoon covers (not a digester)
❑ Use impermeable lagoon cover or • Methane can be flared if not utilized
anaerobic digester
❑ Other BMPs—please describe
LAND APPLICATION
♦ Odorous gases ® Perform land application in accordance with
CAWMP
♦ Wind drift ® Pump intake near lagoon surface • Required by rule 1SA NCAC 02D.1802
❑ Pump from second stage lagoon
❑ Follow good neighbor policy *Avoid application on known weekends,
special days, or holidays/eves if possible
❑ Operate at minimum recommended pressure
❑ Increase setbacks beyond those required by
statute, rule, or permit
Swine AMOC Page 4 of 6 APPROVED—7/25/2019

H&J Nursery #1 - 3
Swine Farm Waste Management — Odor Control Checklist Permit No.: AWS310294
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
LAND APPLICATION (CONTINUED)
❑ Apply during favorable wind conditions, • Recommend checking predicted average hourly
(especially for traveling guns or impact wind speed within 24 hours prior to
sprinklers) anticipated start
❑ When practical, apply waste on sunny days •Allows for vertical dissipation of odor
rather than cool,overcast days
❑ When possible, apply waste mid-morning to •Allows for better vertical dissipation of odor
late-afternoon
❑ For traveling guns, use taper-ring or taper-bore • Less odor and drift than ring nozzles
nozzles
❑ For traveling guns, use largest-available nozzle
that provides acceptable application uniformity
❑ Replace impact sprinklers with low-drift nozzles
on center pivots and linear move systems.
❑ Use hose-drag system
❑ Use injection method for waste application
❑ Other BMPs—please describe
SLUDGE DISPOSAL
♦ Odorous gases ❑ Transport sludge in covered vehicles or tankers
❑ Apply in thin, uniform layers *Speeds drying and prevents ponding
❑ Incorporate land-applied sludge as soon as • Required within 48 hours or prior to next rain event,
practical after application,and in accordance whichever is first,for conventionally tilled
with permit. bare soils
❑ Use injection method for sludge application
❑ Dewater sludge prior to application
❑ Use alternatives to land application, such as
compost,gasification, energy generation, etc.
❑ Other BMPs—please describe
Swine AMOC Page 5 of 6 APPROVED—7/25/2019

ADDITIONAL INFORMATION AVAILABLE FROM:
Air Management Practices Assessment Tool (AMPAT) www.extension.iastate.edu/ampat/
AHG-538-A Certification Training for Animal Waste Management Systems:Type A NC Division of Water Resources
EBAE 103-83—Lagoon Design and Management for Livestock Manure Treatment and Storage www.bae.ncsu.edu
EBAE 128-88—Swine Production Facility Manure Management: Pit Recharge-Lagoon Treatment www.bae.ncsu.edu
EBAE 129-88—Swine Production Facility Manure Management: Underfloor Flush-Lagoon Treatment www.bae.ncsu.edu
EBAE Fact Sheet—Calibration of Manure and Wastewater Application Equipment www.bae.ncsu.edu
EBAE Fact Sheet—Swine Production Farm Potential Odor Sources and Remedies www.bae.ncsu.edu
NC NRCS Standard 359—Waste Treatment Lagoon www.nres.udsa.gov
NC NRCS Standard 380—Windbreak/Shelterbelt Establishment www.nres.udsa.gov
NC NRCS Standard 422—Hedgerow Planting www.nres.udsa.gov
NC NRCS Standard 442—Sprinkler System www.nres.udsa.gov
Nuisance Concerns in Animal Manure Management:Odors and Flies; PRO107 1995 Conference Proceedings Florida Cooperative Extension Service
Options for Managing Odor:A Report from the Swine Odor Task Force NC State University
Swine AMOC Page 6 of 6 APPROVED—7/25/2019

Version—November 26,2018
Mortality Management Methods
Indicate which method(s) will be implemented. j
When selecting multiple methods indicate a primary versus secondary option. I
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 ansnal
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 season it
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 .310Z
A composting system approved and permitted 6y the NC Dw�awbmwd z1
❑ ❑ sumer Services Veterinary Division(attach copy al#pern � ffe
additional requirements must be met and a permit is regi&ed tm Ku DM.:
❑ ® In the case of dead poultry only,placing in a disposal lA C1 a a--A
NC Department of Agriculture&Consumer Services iG.S.. M44971,&
C° Any method which,in the pre cpNor4of tote "
�.. ❑ the salvage of part of a dead arc's Mke r
(Written approval by the State VetwhiarAm xuat to ,.
® Mass Mortality Plan "r
Mass mortality plans are req&ext to e cave7sid ty in 45
also recommended for all animal operation. Pft pltn eU&TOO, °
agement methods to be used for mass mortality. The NCDABCS VeWnary Divweta sup- .
ports a variety of emergency mortality disposal options;contact the Division for guidance.
• A catastrophic mortality disposal plan is part:`the"ac: s ZA'Awl, v�
when numbers of dead animaLs erneed nwfmA raat& g
•
• Mass bww sifts are ad to ,t-
• in the event of a r mfar thfat cf e,= "
f t
additional lerrmpe Twy pr vres ctr m&nr__
r
1 O ner/Manager
gnature of T icai Speciarst
.1 Y

DEVICES TO AUTOMATICALLY STOP IRRIGATION EVENTS
STATE GENERAL PERMITS
The State of North Carolina has issued State General Permits for animal facilities to operate in North Carolina. These
Permits meet both State and EPA requirements and provide coverage for the following types of facilities.
• AWG100000-Swine Facilities
• AWG200000-Cattle Facilities
• AWG300000-Poultry Facilities with a liquid waste management system
You have recently been issued a Certificate of Coverage(COC)to operate your animal facility under one of these General
Permits.
Condition II.24 of each of these Permits reads as follows:
The Permittee shall:
a.install,operate,and maintain devices on all irrigation pumps/equipment designed to automatically stop irrigation
activities during precipitation;or
b.commit to provide for the presence of the OIC,a designated backup OIC,or a person under the supervision of an
OIC or designated backup OIC at all times during the land application of waste so that in case of a precipitation
event,the irrigation activities will be stopped immediately. This commitment must be submitted in writing to the
Division on a form supplied by,or approved by,the Division.[G.S§90A-47]
Installation of devices or submission of alternate documentation shall be completed within 12 months of the
issuance of the COC for this General Permit. The Pernttee shall maintain such devices according to the
manufacturer's instructions and warranties.This Condition does not apply to manure spreaders or other equipment
pulled by manned vehicles.[1 SA NCAC 02T.0108(b)]
Please check the box below that indicates your commitment to do one of the following.
❑ Within twelve(12)months of the effective date of a COC issued under this permit,I shall install,operate and maintain
devices on all irrigation pumps/equipment designed to automatically stop irrigation activities during precipitation.
This condition does not apply to manure spreaders or other equipment pulled by manned vehicles.
i/ I will commit to provide for the presence of the Operator in Charge(OIC),the designated backup OIC,or a person
under the supervision of an OIC or backup OIC at all times during the land application of waste.
"I certify under penalty of law that this document was prepared under my direction or supervision in accordance with a
system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my
inquiry of the person or persons who manage the system,or those persons directly responsible for gathering the information,
the information submitted is,to the best of my knowledge and belief,true,accurate,and complete.I am aware that there are
significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing
violations."
14 + 1\ huxsett, 3t -c2 7q
Facility Name r Permit Number
c)a.LV-M F, PkIli0 s
Owner/Permittee Name and Tiflj itype or print)
Signiode of Owner/Permittee Date
Signature of Operator in Charge(if different from Permittee) Date
Mail to: Animal Feeding Operations
1636 Mail Service Center
Raleigh,NC 27699-1636
DTASIE 1-22-2020