310091_Application_20240223

a
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: AWS310091
2. Facility Name: Gordan Rouse Ivey Farm
3. Permittee's Name(same as on the Waste Management Plan): Gordon R Ivev
4. Permittee's Mailing Address: 370 Ivey Rd
City: Mount Olive State: NC Zip: 28365-5304
Telephone Number: 919-658-4860 Ext. E-mail:
5. Facility's Physical Address: 494 Beautancus Rd
City: Mount Olive State: NC Zip: 28365
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"): Prestage Farms Inc
10. Operator Name(OIC): Gordon R.Ivev Phone No.: 919-658-4860 OIC#: 17228
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-Feeder to Finish 5,880
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)
I Lagoon 4/14/1993 Full,clay 880,200.00 98,766.00 19.00
2 Lagoon 10/13/1995 Full,clay 325,644.00 44,916.00 19.00
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.10C(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 isa corporation,signature should be by a principal executive officer of the corporation):
Name(Print): 67,0 ,0#1 �• 1 P�j Title: a/i-le-1—
Signature: Date: Z—Z Z—Z`f-
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
09-10-2015
This plan has been prepared for: This plan has been developed by:
Rouse Ivey (Ivey Farm) 31-91 Ronnie G. Kennedy Jr.
Gordon Rouse Ivey Agriment Services, Inc.
370Ivey Road PO Box 1096
Mount Olive, NC 28365 Beulaville, NC 28518
[phone] 252-568-26
Developer Signature
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 By: 9 "/b "a° 1 s�
Technical Specialist Signature Date
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667880 Database Version 4.1 Date Printed: 09-10-2015 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S7 Swine Feeder-Finish Lagoon Liquid waste generated 5,450,760 gals/year by a 5,880
animal Swine Finishing Lagoon Liquid operation. This production facility has waste
storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 9825
Incorporated 11790
Injected 11790
Irrigated 9825
Max. Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(Ibs) * Applied (lbs) Deficit(Ibs) Applied(Gallons) Deficit(Gallons)
Year 1 9,825 14841 -5,016 8,233,331 -2,782,571
Year 9,825 15493 -5,668 8,595,184 -3,144,424
N ote
-------------I-n---s---urce-------I-D--,------m---eans---------stan------ard----source--------,------m---eans u---------ser---de------ne---d----source.------------------------------------------------------------
: o S d U fi
* Max.Available PAN is calculated on the basis of the actual application method(s)identified in the plan for this source.
667880 Database Version 4.1 Date Printed: 09-10-2015 Source Page 1 of 1

Revised Addendum
To
Nutrient Manazement Plan
Facility Number: 31 - 91
Facility Name: Gordon Rouse Ivey Farm
Facility Owner: Gordon Rouse Ivey
Facility Type: 5,880 Feeder to Finish
Current NMP Date: 0911012015
Addendum Date: 0411412020
Tract Field or Soil Type Use. Crop Applic. N Applied
Pull# Acres Period
3062 5R Autryville 3.82 Corn -20 Res. 2115—6130 841bs.
3062 5R Autr ville 3.82 Wheat 911 —4130 104 lbs.
3062 5R A utryville 3.82 Soybeans 411 —9115 100 lbs.
3062 5L A utryville 3.82 Bermuda Pasture 311 —9130 235 lbs.
3062 5L Autryville 3.82 Small Grain 1011 —3131 50 lbs.
3062 12 Autryville 4.46 Bermuda Pasture 311 —9130 235 lbs.
3062 12 Auttyville 4.46 Small Grain 1011 —3131 50 lbs.
3062 13 A utryville 3.55 Bermuda Pasture 311 —9130 235 lbs.
3062 13 Autryville 3.55 Small Grain 1011 —3131 50 lbs.
1193 17 Aut ville 2.15 Bermuda Pasture 311 —9130 235 lbs.
1193 17 A utryville 2.15 Small Grain 1011 —3131 50 lbs.
Addendum Narrative
PAN rate came from current Nutrient Management Plan. This addendum is to combine pulls 5&7.
They will be called pull 5L and pull 5R. Pulls 5R&5L will both be 3.82 acres each. Pulls 5L & 5R will
keep same rates and windows as stated in NMP only change being application acres. Pulls 12, 13, 14,
and 17 crops to all be bermuda pasture/small grain overseed. Pulls 12&24 are combining and now
labeled as pull 12 with total of 4.46 acres. Pulls 13&14 pulls are combining and now labeled pull 13
with total of 3.55 acres. Rates and application windows have been noted above for each pull. This
narrative is to be added to current nutrient management plan.
Agency: A riment Services, Inc. Facility Name: Gordon Rouse Ivey Farm
Technical Specialist: Ronnie G. Kennedy, Jr. Facility Owner: Gordon Rouse Ivey
Signature: 4W Signature: RV-4t-VA
1
Date: 0411412020 Date: 0411412020
Rouse Ivey Farm-NMP Addendum 4-14-2020

Narrative
8/14/2013
The PAN rate for Hybrid Bermudagrass Pasture is based off of historical waste plans completed by
Ronnie G.Kennedy,Jr. of Agriment Services, Inc.(5-11-2004)
This waste plan has a Corn/Wheat/Soybean rotation on part of the farm. Due to large deficit noted in this
plan it is permissible for Mr. Ivey to put in Millett Pasture/Ryegrass Pasture or Sorghum,Grain/Ryegrass
Pasture over all his cropland.
Waste Plan Deficit with:
Corn/Wheat/Soybean Yearl =-2,746.37, Year 2=-3,108.80
Millett Pasture/Ryegrass Pasture Year 1 =-4,713.49,Year 2=-51.01
Sorghum,Grain/Ryegrass Pasture Year 1 =-1,851.37,Year 2=-51.01
Agronomic Rates/Windows:
Millet Pasture(202 LBS)4/1 -9/15
Ryegrass Pasture(44 LBS)8/15 - 5/15
Sorghum,Grain(78 LBS)3/15 - 8/31
y 1-SS -�2uAc /ltsf'��a �� =��/Ss. ��ll — 3/3 1)
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667880 Database Version 4.1 Date Printed: 09-10-2015 Narrative Page 1 of 1

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
1193 Pull 15 1.72 1.72 N/A Marvyn Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.0 Tons
1193 Pull 16 3.04 3.04 N/A Marvyn Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.0 Tons
1193 Pull 17 2.15 2.15 N/A Autryville Com,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
1193 Pull 18 4.57 4.57 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
1193 Pull 19 1 2.97 2.97 N/A Autryville Com,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
1193 Pull 20 3.48 3.48 N/A jAutryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
1193 Pull 21 4.38 4.38 N/A Autryville Corn,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
1193 Pull 22 5.83 5.83 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
3062 Pull 1 1 7.54 7.54 N/A Autryville Com,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
3062 Pull 10 1.40 1.40 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
3062 Pull 11 3.61 3.61 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
3062 Pull 12 3.27 3.27 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
3062 Pull 13 1.84 1.84 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
3062 Pu11 14 T 1.71 1.71 N/A Autryville Com,Grain 85 bu.
667880 Database Version 4.1 Date Printed 9/10/2015
PCs Page 1 of 3
NOTE: Symbol *means user entered data.

Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
3062 Pull 2 3.63 3.63 N/A Autryville Com,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
3062 Pull 24 1.19 1.19 N/A Autryville Com,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
3062 Pull 3 7.12 7.12 N/A Autryville Com,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
3062 Pull 4 4.19 4.19 N/A Autryville Com,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
3062 Pull 5L 1.75 1.75 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
3062 Pull 511 1.75 1.75 N/A Autryville Com,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
3062 Pull 6 0.91 0.91 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
3062 Pull 7 4.13 4.13 N/A Autryville Com,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
3062 Pull 9 1.20 1.20 N/A jAutryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
PLAN TOTALS: 73.39 73.39
667880 Database Version 4.1 Date Printed 9/10/2015
PCs Page 2 of 3
NOTE: Symbol *means user entered data.

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).
667880 Database Version 4A Date Printed 9/10/2015
PCS Page 3 of 3
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 thatwill 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
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Reqd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (lbs/A)
Source Total Use. Applic. Appfic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
1193 Pull 15 S7 Marvyn 1.72 1.72 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 47.71 0.00
1193 Pull 15 S7 Marvyn 1.72 1.72 Hybrid Bermudagrass Pasture 6.0 Tons 3/1-9/30 *235 0 0 Irrig. 235 130.37 0.00 224.24 0.00
1193 Pull 16 1 S7 Marvyn 3.04 3.04 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 27.74 0.00 84.33 0.00
1193 Pull 16 1 S7 Marvyn 3.04 3.04 Hybrid Bermudagrass Pasture 6.0 Tons 3/1-9/30 *235 0 0 Irrig. 235 130.37 0.00 396.33 0.00
1193 Pull 17 S7 Autryville 2.15 2.15 Corn,Grain 85 bu. 2/15-6/30 104 0 20 Irrig. 84 46.60 0.00 100.19 0.00
1193 Pull 17 S7 Autryville 2.15 2.15 Wheat,Grain 45 bu. 9/1-4/30 1 104 0 1 0 Irrig. 1 52 28.85 0.00 62.02 0.00
1193 Pull ]8 S7 Autryville 4.57 4.57 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 126.91 0.00
1193 Pull 18 S7 Ltryville 4.57 4.57 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *235 0 0 Irrig. 235 13037 0.00 596.46 0.00
1193 Pull 19 S7 Autryville 2.97 2.97 Corn,Grain 85 bu. 2/15-6/30 104 0 20 Irrig. 84 46.60 0.00 138.41 0.00
1193 Pull 19 S7 Autryville 2.97 2.97 Wheat,Grain 45 bu. 9114/30 104 0 0 Irrig. 52 28.85 0.00 85.68 0.00
1193 Pull 20 S7 Autryville 3.48 3.48 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 96.53 0.00
1193 Pull 20 S7 Autryville 3.48 3.48 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *235 0 0 hrig. 235 130.37 0.00 453.70 0.00
1193 Pull 21 S7 Autryville 4.38 4.38 Com,Grain 85 bu. 2115-6/30 104 0 20 Irrig. 84 46.60 0.00 204.11 0.00
1193 Pull 21 S7 Autryville 4.38 4.38 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig. 52 28.85 0.00 126.36 0.00
1193 Pull 22 S7 Autryville 5.83 5.83 Small Grain Overseed 1.0 Tons 1011-3/31 50 0 0 Irrig. 50 27.74 0.00 161.72 0.00
rl3 Pull 22 1 S7 Autryville 5.83 5.83 Hybrid Bermudagrass Pasture 5.5 Tons 1 3/1-9/30 *235 1 0 0 1 Irrig. 235 130.37 0.00 760.08 0.00
667880 Database Version 4.1 Date Printed:9/10/2015 WUT Page 1 of 6

Waste Utilization Table Year 1
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (lbs/A)
Source Total Use. Applic. AppGc. 1000
Tract Field I ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
3062 Pull 1 S7 Autryville 7.54 7.54 Com,Grain 85 bu. 2/15-6/30 104 0 20 Irrig. 84 46.60 0.00 351.38 0.00
3062 Pull I S7 Autryville 7.54 7.54 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 1 brig. 52 28.85 0.00 217.52 0.00
3062 Pull 10 S7 Autryville 1.40 1.40 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 38.841 0.00
3062 Pull 10 S7 Autryville 1.40 1.40 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *235 0 0 Irrig. 235 130.37 0.00 182.52 0.00
3062 Pull I 1 S7 Autryville 3.61 3.61 Small Grain Overseed 1.0 Tons 1011-3/31 50 0 0 Irrig. 50 27.74 0.00 100.00 0.00
3062 Pull I 1 S7 Autryville 3.61 3.61 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 •235 0 0 Irrig. 235 130.37 0.00 470.00 0.00
3062 Pull 12 S7 Autryville 3.27 3.27 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 27.74 0.00 90.71 0.00
3062 Pull 12 S7 Autryville 3.27 3.27 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *235 0 0 Irrig. 235 130.37 0.00 426.32 0.00
3062 Pull 13 S7 Autryville 1.84 1.84 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 27.74 0.00 51.04 0.00
3062 Pull 13 S7 Autryville 1.84 1.84 Hybrid Bcnnudagrass Pasture 5.5 Tons 3/1-9/30 *235 0 0 Irrig. 235 130.37 0.00 239.89 0.00
3062 Pull 14 S7 Autryville 1.71 1.71 Com,Grain 85 bu. 2/15-6/30 104 0 20 Irrig. 84 46.60 0.00 79.69 0.00
3062 Pull 14 S7 Autryville 1.71 1.71 Wheat,Grain 45 bu. 9/1 4130 104 0 0 Irrig. 52 28.85 0.00 49.33 0.00
3062 Pull 2 S7 Autryville 3.63 3.63 Corn,Grain 85 bu. 2/15-6/30 104 0 20 Irrig. 84 46.60 0.00 169.16 0.00
3062 Pull 2 S7 Autryville 3.63 3.63 Wheat,Grain 45 bu. 9/14/30 104 0 0 Itrig. 52 28.851 0.00 104.72 0.00
3062 Pull 24 S7 Autryville I.19 1.19 Corn,Grain 85 bu. 2/15-6/30 104 0 20 Irrig. 84 46.60 0.00 55.46 0.00
3062 Pull 24 S7 Autryville 1.19 1.19 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig. 52 28.85 0.00 34.33 0.00
3062 Pull 3 S7 Autryville 7.12 7.12 Corn,Grain 85 bu. 2/15-6/30 104 0 20 Irrig. 84 46.60 0.00 331.80 0.00
3062 Pull 3 S7 Autryville 7.12 7.12 Wheat,Grain 45 bu. 9/14/30 104 0 0 Irrig. 52 28.85 0.00 205.40 0.00
3062 Pull 4 S7 Autryville 4.19 4.19 Corn,Grain 85 bu. 2/15-6/30 104 0 20 Irrig. 84 46.60 0.00 195.26 0.00
3062 Pull 4 S7 Autryville 4.19 4.19 Wheat,Grain 45 bu. 9/14/30 104 0 0 brig. 52 28.85 0.00 120.88 0.00
3062 Pull 5L S7 Autryville 1.75 1.75 Small Grain Overseed 1.0 Tons 1011-3/31 50 0 1 0 Irrig. 50 27.74 0.00 48.68 0.00
3062 Pull 5L S7 Autryville 1.75 1.75 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *235 0 0 Irrig. 235 130.371 0.00 22&811 0.10
667880 Database Version 4.1 Date Printed: 9/10/2015 WUT Page 2 of 6

Waste utilization Fahle Year 1
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Re9'd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (lbs/A)
Source Total Use. Applic. AppGc. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N Method N gal/A 'tons 1000 gals toms
3062 Pull 5R S7 Autryville 1.75 1.75 Com,Grain 85 bu. 2/15-6/30 104 n 20 Irrig. 84 46.60 0.00 81.79 0.00
3062 Pull 5R S7 Autryville 1.75 1.75 Wheat,Grain 45 bu. 9/14/30 104 0 Irrig. 52 28.85 0.00 50.63 0.00
3062 Pull 6 S7 Autryville 0.91 0.91 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 25.24 0.00
3062 Pull 6 S7 Autryville 0.91 0.91 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *235 0 0 Irrig. 2 35 130.37 0.00 118.64 0.00
3062 full 7 S7 Autryville 4.13 4.13 Com,Grain 85 bu. 2/15-6/30 104 0 20 Irrig. S4 46.60 0.00 192.46 0.00
3062 I'll]]7 S7 Autryville 4.13 4.13 Wheat,Grain 45 bu. 9/14/30 104 0 0 Irrig. 52 28.85 0.00 119.14 0.00
3062 Dull l) S7 Autryville 1.20 1.20 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 27.74 0.00 33.15 0 nu
,062 full 9 S7 Autryville 1.20i 1.20 Hybrid Bermudagrass Pasture 5.5 Tons 3/I-9/30 5 0 0 Irrig. 235 130.37 0.00 155.80 0.00
Total Applied,1000 gallons 8,233.33
Total Produced,1000 gallons 5.450.76
Balance,1000 gallons -2,782.57
Total Applied,tons o 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.
6678`80 Database Version 4.1 Date Printed:9/10/2015 WUT Page 3 of 6
l 441" C

Waste Utilization Table Year 2
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fen. (lbs/A) PA ManureA Manure Mann; Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (lbs/A)
Source Total Use. Applic• Applic. 1000
Tract Field I ID Soil Series Acres I Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
1193 Pull 15 S7 Marvyn 1.72 1.72 Small Grain Overseed 1.0 Tons 10/1-3/31 ]23
0 0 Irrig, 50 27.74 0.00 47.71 0.00
1193 Pull 15 S7 Marvyn 1.72 1.72 Hybrid Bermudagrass Pasture 6.0 Tons 3/1-9/30 0 0 Irrig. 235 130.37 0.00 224.24 0.00
1193 Pull 16 S7 Marvyn 3.04 3.04 Small Grain Overseed 1.0 Tons 10/1-3/31 0 0 Inig. 50 27.74 0.00 84.33 0.00
1193 Pull 16 S7 Marvyn 3.04 3.04 Hybrid Bermudagrass Pasture 6.0 Tons 3/1-9/30 0 0 brig. 235 130.37 0.00 396.33 0.00
1193 Pull 17 S7 Autryville 2.15 2.15 Wheat,Grain 45 bu. 9/1-4/30 0 0 brig. 52 28.85 0.00 62.02 0.00
1193 Pull 17 S7 Autryville 2.15 2.15 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 100 0 0 brig. 100 55.48 0.00 119.28 0.00
1193 Pull 18 S7 Autryville 4.57 4.57 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 12&91 0.00
1193 Pull 18 S7 Autryville 4.57 4.57 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *235 0 0 Irrig. 235 130.37 0.00 596.46 0.00
1193 Pull 19 S7 Autryville 2.97 2.97 Wheat,Grain 45 bu. 9/14/30 104 0 0 brig. 52 28.85 0.00 85.68 0.00
1193 Pull 19 S7 Autryville 2.97 2.97 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 100 0 0 Irrig. 100 55.48 0.00 164.77 0.00
1193 Pull 20 S7 Autryville 3.48 3.48 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 96.53 0.00
1193 Pull 20 S7 Autryville 3.48 3.48 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *235 0 0 brig. 235 130.37 0.00 453.70 0.00
1193 Pull 21 S7 utryville 4.38 4.38 Wheat,Grain 45 bu. 9/1-4130 104 0 0 Irrig. 52 28.85 0.00 126.36 0.00
1193 Pull 21 S7 Autryville 4.38 4.38 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 100 0 0 Irrig. 100 55.48 0.00 242.99 0.00
1193 Pull 22 S7 Autryville 5.83 5.83 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 27.74 0.00 161.72 0.00
1193 Pull 22 S7 Autryville 5.83 5.83 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *235 0 0 Irrig. 235 130.371 0.00 760.08 0.00
3062 Pull 1 S7 Autryville 7.54 7.54 Wheat,Grain 45 bu. 9/14/30 104 0 0 Irrig. 52 28.85 0.00 217.52 0.00
3062 Pull 1 S7 Autryville 7.54 7.54 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 100 0 0 brig. 100 55.48 0.00 418.30 0.00
3062 Pull 10 S7 Autryville 1.40 1.40 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 38.84 0.00
3062 Pull 10 S7 Autryville 1.40 1.40 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *235 0 0 Irrig. 235 130.37 0,00 182.52 0.00
3062 Pull I l S7 Autryville 3.61 3.61 Small Grain Overseed 1.0 Tons 1011-3/31 50 0 0 Irrig. 50 27.74 0.00 100.00 0.00
3062 Pull 1 l S7 Autryville 3.61 3.61 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *235 0 0 Irrig. 235 130.37 0.00 470.00 0.00
667880 Database Version 4.1 Date Printed: 9/10/2015 WUT Page 4 of 6

Waste Utilization Table Year 2
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(ibs/A) (lbs/A) (lbs/A)
Source Total Use. AppGc. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
3062 Pull 12 S7 Autryville 3.27 3.27 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 90.71 0.00
3062 Pull 12 S7 Autryville 3.27 3.27 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *235 0 0 Irrig. 235 130.37 0.00 426.32 0.00
3062 Pull 13 S7 Autryville 1.84 1.84 Small Grain Overseed 1.0 Tons 1011-3/31 50 0 0 brig. 50 27.74 0.00 51.04 0.00
3062 Pull 13 S7 Autryville 1.84 1.84 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9130 *235 0 0 brig. 235 130.37 0.00 239.89 0.00
3062 Pull 14 S7 Autryville 1.71 1.71 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig. 52 28.85 0.00 49.33 0.00
3062 Pull 14 S7 Autryville 1.71 1.71 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 100 0 0 Irrig. 100 55.48 0.00 94.87 0.00
3062 Pull 2 S7 Autryville 3.63 3.63 Wheat,Grain 45 bu. 9/14/30 104 0 0 brig. 52 28.85 0.00 104.72 0,00
3062 Pull 2 S7 Autryville 3.63 3.63 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 100 0 0 Irrig. 100 55.48 0.00 201.39 0.00
3062 Pull 24 S7 Autryville 1.19 1.19 Wheat,Grain 45 bu. 9/14/30 104 0 0 brig. 52 28.85 0.00 34.33 0.00
3062 Pull 24 S7 Autryville 1.19 1.19 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 100 0 0 Irrig. 100 55.48 0.00 66.02 0.00
3062 Pull 3 S7 Autryville 7.12 7.12 Wheat,Grain 45 bu. 9/14/30 104 0 0 brig. 52 28.85 0.00 205.40 0.00
3062 Pull 3 S7 Autryville 7.12 7.12 Soybeans,Manured,Double Crop 25 bu. 411-9/15 100 0 0 Irrig. 100 55.48 0.00 395.00 0.00
3062 Pull 4 S7 Autryville 4.19 4.19 Wheat,Grain 45 bu. 9/14/30 104 0 0 Irrig. 52 28.85 0.00 120.88 0.00
3062 Pull 4 S7 Autryville 4.19 4.19 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 l00 0 0 Irrig. 100 55.48 0.00 232.45 0.00
3062 Pull 5L S7 Autryville 1.75 1.75 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 27.74 0.00 48.68 0.00
3062 Pull 5L S7 Autryville 1.75 1.75 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *235 0 0 ]frig. 235 130,37 0.00 228.81 0.00
3062 Pull 5R S7 Autryville 1.75 1.75 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig. 52 28,85 0.00 50.63 0.00
3062 Pull 5R S7 Autryville 1.75 1.75 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 100 0 0 Irrig. 100 55.48 0.00 97.361 0.00
3062 Pull 6 S7 Autryville 0.91 0.91 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 25.24 0.00
3062 Pull 6 S7 Autryville 0.91 0.91 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *235 0 0 Irrig. 235 130.37 0.00 118.64 0.00
3062 Pull 7 S7 Autryville 4.13 4.13 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig. 52 28.85 0.00 119.14 0.00
3062 Pull 7 S7 Autryville 4.13 4.13 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 100 0 0 brig. ]00 55.48 0.00 229.12 0,00
667880 Database Version 4.1 Date Printed: 9/10/20151 WUT Page 5 of 6

Waste Utilization Table l ear '
-
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fen. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (lbs/A)
Source Total Use. pplic Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE I'cri«I N N N Method N gal/A Tons 1000 gals tams
3062 Pull 9 S7 Autryville 1.20 1.20 Small Grain Overseed LO Tons 10/1-3/31 50 u Irrig. 50 27.74 0.00 33.15 0.00
3062 Pull 9 S7 Autryville 1.20 1.20 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 :-2:35:E1 Irrig. 235 130.37 0.00 155.80 0.00
Total Applied, 1000 gallons 8,595.18
Total Produced,1000 gallons 5,450.76
Balance, 1000 gallons -3,144.4?
Total Applied,tons 0.00
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.
667880 Database Version 4.1 Date Printed:9/10/2015 WUT Page 6 of 6
0 k k

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)
1193 Pull15 Marvyn 0.50 1.0
1193 Pull16 Marvyn 0.50 1.0
1193 Pull17 Autryville 0.60 1.0
1193 Pull18 Autryville 0.60 1.0
1193 Pull19 Autryville 0.60 1.0
1193 Pull20 Autryville 0.60 1.0
1193 Pull21 Autryville 0.60 1.0
1193 Pull22 Autryville 0.60 1.0
3062 Pull Autryville 0.60 1.0
3062 Pull10 Autryville 0.60 1.0
3062 Pull II Autryville 0.60 1.0
3062 Pull12 Autryville 0.60 1.0
3062 Pull13 Autryville 0.60 1.0
3062 Pull14 Autryville 0.60 1.0
3062 Pull Autryville 0.60 1.0
3062 Pull24 Autryville 0.60 1.0
3062 Pull Autryville 0.60 1.0
3062 Pull Autryville 0.60 1.0
3062 Pull5L Autryville 0.60 1.0
3062 Pull5R Autryville 0.60 1.0
3062 Pull Autryville 0.60 1.0
3062 Pull? Autryville 0.60 1.0
3062 Pull Autryville 0.60 1.0
667880 Database Version 4.1 Date Printed 9/10/2015 IAF Page 1 of 1
NOTE: Symbol*means user entered data.

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,copperand 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 be taken 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 Feeder-Finish Lagoon Sludge-Standard
X
rn 120 bu I50 14.69 66.05 132.10 198.15
Hay 6 ton R.Y.E. 300 29.38 33.03 66.05 99.08
Soybean 40 bu I60 15.67 61.92 123.85 185.77
-- ---- •-- ---------- --- --- -- ------ --- ---- - ---- ---- - -- ------ --- -----
667880 Database Version 4.1 Date Printed: 09-10-2015 Sludge Page 1 of 1

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 to Storage Capacity
Source Name I Swine Feeder-Finish Lagoon Liquid Design Storage Capacity(Days)
Start Date 9/1 180
Plan Year Month Available Storage Capacity(Days)
1 1 64
1 2 74
1 3 109
1 4 161
1 5 180
1 6 180
1 7 177
1 8 180
1 9 180
1 10 177
1 11 175
1 12 166
2 1 157
2 2 157
2 3 180
2 4 180
2 5 180
2 6 180
2 7 180
2 8 180
2 9 180
2 10 161
2 11 143
2 12 118
*Available Storage Capacity is calculated as of the end of each month.
_.. ------- ------ - -- - -- - -g------- ---
667880 Database Version 4.1 Date Printed: 09-10-2015 CapacityPa e 1 of I

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste 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).
AMN
. ... .. ....... .... ....... ----------------------------------------------------------- ......... ------------------------------------------- ......
667880 Database Version 4.1 Date Printed:9/10/2015 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.
- ----- - ----- - --------------- --------
667880 Database Version 4.1 Date Printed:9/10/2015 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.
- - --------- -- ---- -
667880 Database Version 4.1 Date Printed:9/]0/2015 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.
------------ ------------------------------------------------------- ------------------------------------------------------------- ------------------------ ---
667880 Database Version 4.1 Date Printed:9/10/2015 Specification Page 4

Crop Notes
The following crop note applies to field(s): Pull 1, Pull 14,Pull 17, Pull 19, Pull 2, Pull 21, Pull 24, Pull
3, Pull 4, Pull 5R, Pull 7
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 Ibs/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): Pull 15, Pull 16
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.
------------------------------------------------------------------------------------------------------------------------ --------------------------.------------
667880 Database Version 4.1 Date Printed: 09-10-2015 CropNote Page 1 of 4

The following crop note applies to field(s): Pull 10, Pull 11, Pull 12, Pull 13, Pull 18, Pull 20,Pull 22,
Pull 5L, Pull 6, Pull 9
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.
The following crop note applies to field(s): Pull 15, Pull 16
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.
------------ --- ------ ---- --- - ----------- ------ --- - ------ - - - - ---- -
667880 Database Version 4.1 Date Printed: 09-10-2015 Cr-op-Note-Pa--e 2 of 4

The following crop note applies to field(s): Pull 10,Pull 11,Pull 12,Pull 13,Pull 18, Pull 20,Pull 22,
Pull 5L, Pull 6,Pull 9
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 Ib/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): Pull 1,Pull 14,Pull 17, Pull 19, Pull 2,Pull 21, Pull 24, Pull
3,Pull 4,Pull 5R, Pull 7
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.
------ ----------------- ------ ---- ..---...---------- ------ - ---- ----- -•----- ------ - --- -
667880 Database Version 4.1 Date Printed: 09-10-2015 Crop-Note Pa e 3 of 4

The following crop note applies to field(s): Pull 1,Pull 14, Pull 17, Pull 19, Pull 2, Pull 21,Pull 24, Pull
3, Pull 4, Pull 5R, Pull 7
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.
-- --- ------------ ---------- ---- --- - ------..--- ------ -- ---- p g
66788o Database Version 4.1 Date Printed: 09-10-2015 Cro Note Pa e 4 of 4

ROUSE I VEY FARM LEGEND
POWER
RISER 0
WELL
l.� FENCE .— --�--f—�
� 2.0 Aa +/—
Spray Fle/ds
L B�iaa �Q
Lwo«+ 9
B
Spray fled
BteP �
i
a spray FWd
Spray field I ©1 %<' ►' , \> 1 L :' '�'� \ ,� 3
BARN 1/�— / i < K
\ram/r_ ►
-

Rouse Ivey Farm 4/5/04
Hard Hose Traveling Gun System
Wettable Acre Computations
i
a
Performance Guide
System System Sprinkler i Width Length Acres
Model Flow Rate Inlet Pressure Irrigated9
Irrigated wH"in
(GPM) (PSI) (PSI) (Ft.) J (Ft.) 6 Days
225 93 60 220 1260 57
T37A 250 106 70 230 1265 64
with Nelson 300 117 70 245 1273 77
SR 15OR 350 130 70 255 1278 90
Sprinkler 400 143 70 265 1282 102
420 150 70 270 1285 107
T33A 180 88 60 210 905 46
with Nelson 200 102 70 215 910 51
SR else50R 250 112 70 230 915 64
Sprinkler 300 125 70 245 920 77
350 140 F70
255 925 90
T30A 110 86 60 185 1143 28
with Nelson 150 109 60 210 1155 39
SR 150R 200 126 70 215 1157 51
Spnnkler 245 149 70 230 1165 63
275 156 60 235 1167 70
80 79 60 167 1133 20
T30A 120 88 60 185 1142 31
with Nelson 150 109 70 200 1150 38
SR 100R 180 119 70 210 1155 46
Sprinkler 200 122 70 216 1158 51
220 130 70 224 1152 56
Specifications
Model T37A T33A T30A
PE Tube I.D. (in) 3.7 3.3 3.0
PE Tube Length (ft.) 1150 800 1050
Dry Weight(Ibs) 7500 4300 4400
Weight with Water(Ibs) 12,700 7050 7320
Shipping Dim (ft. -ins.)
Length 12-8 11-10 11-10
Width 8-5 7-5 7-5
Height(on wheels) 11-3 9-7 9-7
1

Rouse Ivey Farm 4/5/04
150 RING NOZZLE 1"R coMpoHam:
15OR a Body+Cap+Sat of 7 Rings Body CAP
Specify sae when ordering
ad2a�.r<vt "2u
v/ Flow Path
vl �
0.86' 0.97' 1.08' 1.26' 1.34' 1.41 1.47'
6287-086 6287-097 6287-108 6287-118 6287-126 6287-134 6287-141
PSI GPM DIA.Pr. GPM DIA.Pr. OPM DW PT. GPM DIA.F[ GPM DIA FT. GPM DIA. FT. GPM DIA.FT. GPM DLk FT.
50 100 245 130 265 165 285 3 255 320 300 335 350 350 385 353
60 110 260 143 380 182 300 225 315 275 335 330 350 385 365 423 3"
70 120 270 155 290 197 310 245 330 295 350 355 365 415 380 458 383
80 128 280 165 300 210 320 260 340 315 360 380 380 AAS 395 490 399
90 135 290 175 310 223 330 275 350 335 370 405 390 475 405 522 409
100 143 300 185 320 235 340 290 360 355 380 425 400 500 415 550 419
110 150 310 195 330 247 350 305 370 370 390 445 410 525 425 577 429
120 157 315 204 335 258 360 1 320 380 385 400 465 420 545 435 603 439
Field 1 & 5
Hard Hose Traveler
• #of Exterior Lanes....................................................................................................4
• # of Interior Lanes.....................................................................................................I
• #of Single Lanes.......................................................................................................1
• # of Total Lanes.........................................................................................................6
• Lane Spacing...........................................................................•.................................240'
• Wetted 0...................................................................................................•...............300'
• Lane Spacing as a% .................................................................................................80%
Lane
➢ Start End Area[Table EE80-B]................................................................................0.77 ac.
➢ Middle Area[990'(240'/2 + 300'/2)/43,560].............................................................6.14 ac.
➢ Stop End Area[Table EE80-G]................................................................................0.63 ac.
➢ Total Area [(0.77 ac. + 6.14 ac. + 0.63 ac.)] ..............................................................7.54 ac.
............................
Lane
➢ Start End Area [Table E180-B] .................................................................................0.73 ac.
➢ Middle Area[1053'(240')/43,560] ............................................................................5.80 ac.
➢ Stop End Area[Table E180-G]......................................•..........................................0.59 ac.
➢ Total Area[(0.73 ac. + 5.80 ac. +0.59 ac.)] .............................................................7.12 ac.
Lane
➢ Start End Area [Table EE80—B/2]............................................................................0.385 ac.
➢ Middle Area [314'(240'/2 + 300'/2)/43,560].............................................................1.95 ac.
➢ Stop End Area[Table EE80-G]........................................................•.......................0.63 ac.
➢ Total Area[(0.385 ac. + 1.95 ac. + 0.63 ac.)] ............................................................2.97 ac.
2

Rouse Ivey Farm 415104
Lane
➢ Start End Area[Table E90+ -B]................................................................................0.66 ac.
➢ Middle Area[98'(0.90 X 300')/43,560] ....................................................................0.61 ac.
➢ Stop End Area[Table E90+-G] ...............................................................................0.55 ac.
➢ Total Area [(0.66 ac. + 0.61 ac. + 0.55 ac.)/2]...........................................................0.91 ac.
Lane 7 Revi5ed Lanes 7-8 4/5/2004
➢ Start End Area [Table N/A].......................................................................................0.00 ac.
➢ Middle Area[293'(240'/2 + 300'/2)/43,560].............................................................1.82 ac.
➢ Stop End Area[Table N/A].......................................................................................0.00 ac.
➢ Total Area [(0.00 ac. + 1.82 ac. + 0.00 ac.)/2]...........................................................0.91 ac.
Lane
➢ Start End Area [Table EE80-B] ................................................................................0.77 ac.
➢ Middle Area[399'(240'/2 +300'/2)/43,560].............................................................2.47 ac.
➢ Stop End Area[Table EE80-G/2]............................................................................0.315 ac.
➢ Total Area [(0.77 ac. + 2.47 ac. + 0.315 ac.)] ............................................................3.555 ac.
Total Field Wettable Acres Rev15ed field Tota15 4/5/2004
➢ Hard Hose Traveler[7.54 ac. + 7.12 ac. + 2.97 ac. +0.91 ac. + 0.91 ac. +3.555 ac.]23.01 ac.
AWN ➢ Total[23.01 ac.] .........................................................................................23.005 ac.
Field 2, 3, & 6
Hard Hose Traveler
• #of Exterior Lanes....................................................................................................7
• # of Interior Lanes.....................................................................................................6
• #of Single Lanes.......................................................................................................0
• #of Total Lanes.........................................................................................................13
• Lane Spacing.............................................................................................................2409
• Wetted 0...................................................................................................................300'
• Lane Spacing as a% .................................................................................................80%
Lane 11
➢ Start End Area [Table EE80-B/2]............................................................................0.385 ac.
➢ Middle Area[293'(240'/2 +300'/2)/43,560].............................................................1.816 ac.
➢ Stop End Area[Table EE80-G]. ..............................................................................0.63 ac.
➢ Total Area [(0.385 ac. + 1.816 ac. +0.63 ac.)] ..........................................................2.83 ac.
l'
3

Rouse Ivey Farm 4/5/04
Lane 26
➢ Start End Area[Table EE80-B]................................................................................0.77 ac.
➢ Middle Area[126'(240'/2 + 300'/2)/43,560]. ...........................................................0.78 ac.
➢ Stop End Area[Table N/A].......................................................................................0.00 ac.
➢ Total Area[(0.77 ac. + 0.78 ac. + 0.00 ac.)/2]...........................................................0.775 ac.
Lane 10
➢ Start End Area [Table EE80-B]................................................................................0.77 ac.
➢ Middle Area[0.00]....................................................................................................0.00 ac.
➢ Stop End Area[Table EE80-G]................................................................................0.63 ac.
➢ Total Area [(0.77 ac. + 0.00 ac.+0.63 ac.)]..............................................................1.40 ac.
Lane 21
➢ Start End Area[Table EE80-B]. ..............................................................................0.77 ac.
➢ Middle Area[480'(240'/2 + 300'/2)/43,560].............................................................2.98 ac.
➢ Stop End Area[Table EE80-G]................................................................................0.63 ac.
➢ Total Area [(0.77 ac. + 2.98 ac. +0.63 ac.)] ..............................................................4.38 ac.
Lane I9
➢ Start End Area[Table E180-B].................................................................................0.73 ac.
➢ Middle Area[300'(240')/43,560] .................................................................... 1.65 ac.
➢ Stop End Area[Table E180-G]. ...............................................................................0.59 ac.
➢ Total Area[(0.73 ac. + 1.65 ac. + 0.59 ac.)]..............................................................2.97 ac.
Lane 17
➢ Start End Area [Table EE80-B]................................................................................0.77 ac.
➢ Middle Area [121'(240'/2 + 300'/2)/43,560].............................................................0.75 ac.
➢ Stop End Area[Table EE80-G]................................................................................0.63 ac.
➢ Total Area[(0.77 ac. + 0.75 ac. + 0.63 ac.)] ..............................................................2.15 ac.
Lane 2
➢ Start End Area [Table EE80-B/2]............................................................................0.385 ac.
➢ Middle Area [203'(240'/2 +SW/2)/43,5601.............................................................1.26 ac.
➢ Stop End Area[Table EE80-G]................................................................................0.63 ac.
➢ Total Area[(0.385 ac. + 1.26 ac. + 0.63 ac.)] ............................................................2.28 ac.
Lane 23
➢ Start End Area [Table EE80-B]....................... .....0.77 ac.
....................................................
➢ Middle Area [311'(24(Y/Z + 3001/2)/43,5601.............................................................1.93 ac.
➢ Stop End Area[Table N/A].......................................................................................0.00 ac.
➢ Total Area[(0.77 ac. + 1.93 ac. + 0.00 ac.)/2]...........................................................1.35 ac.
4

Rouse Ivey Farm 415104
Lane
➢ Start End Area[Table EE80-B]................................................................................0.77 ac.
➢ Middle Area[311'(24072 +300'/2)/43,560].............................................................1.93 ac.
➢ Stop End Area[Table N/A].......................................................................................0.63 ac.
➢ Total Area[(0.77 ac. + 1.93 ac. +0.00 ac.)] ..............................................................4.19 ac.
Lane 13
➢ Start End Area [Table N/A].......................................................................................0.00 ac.
➢ Middle Area[226'(240')/43,560] ............................................................. .. ..........1.25 ac.
➢ Stop End Area[Table E180-G].................................................................................0.59 ac.
➢ Total Area[(0.00 ac. + 1.25 ac.+0.59 ac.)]..............................................................I.84 ac.
Lane 14
➢ Start End Area[Table E180-B].................................................................................0.73 ac.
➢ Middle Area[178'(240')/43,560] ................................................... .......0.98 ac.
....................
➢ Stop End Area[Table E180-G].................................................................................0.00 ac.
➢ Total Area[(0.73 ac. + 0.98 ac.+0.00 ac.)] ..............................................................1.71 ac.
Lane I2
➢ Start End Area [Table N/A].......................................................................................0.00 ac.
➢ Middle Area[487'(240')/43,560]...............................................................................2.68 ac.
➢ Stop End Area[Table EI80-G]. .0.59 ac.
➢ Total Area[(0.00 ac. +2.68 ac. + 0.99 ac.)j..............................................................3.27 ac.
Lane 24
➢ Start End Area [Table EI80-B].................................................................................0.73 ac.
➢ Middle Area [84'(240')/43,560] .......................... ....0.46 ac.
..................................................
➢ Stop End Area[Table N/A].......................................................................................0.00 ac.
➢ Total Area[(0.73 ac. + 0.46 ac.+0.00 ac.)] ..............................................................1.19 ac.
Total Field Wettable Acres
➢ Hard Hose Traveler[2.83 ac. + 0.775 ac. + 1.40 ac. + 4.38 ac. +2.97 ac. +
2.15 ac.+ 2.28 ac. + 1.35 ac. + 4.19 ac. + 1.84 ac. + 1.71 ac. +3.27 ac. + 1.19 ac.]..30.335 ac.
➢ Total[30.335 ac.]........................................................................................30.335 ac.
5

Rouse Ivey Farm 4/5/04
Field 4
Hard Hose Traveler
• #of Exterior Lanes....................................................................................................0
• # of Interior Lanes.....................................................................................................0
• #of Single Lanes.......................................................................................................0
• #of Total Lanes.........................................................................................................I
• Lane Spacing.............................................................................................................n/a
• Wetted 0...................................................................................................................300'
• Dane Spacing as a% .................................................................................................n/a
Lane
➢ Start End Area[Table E90+ -B]................................................................................0.66 ac.
➢ Middle Area[190'(0.90 X 300')/43,560]....................................................................1.18 ac.
➢ Stop End Area[Table E90+ -G] ..............................................................................0.55 ac.
➢ Total Area[(0.66 ac. + 1.18 ac. + 0.55 ac.)/2]...........................................................1.195 ac.
Total Field Wettable Acres
➢ Hard Hose Traveler[1.195 ac.].................................................................................1.195 ac.
➢ Total[1.495 ac.] .........................................................................................1.195 ac.
Field 7
Hard Hose Traveler
• #of Exterior Lanes....................................................................................................2
• # of Interior Lanes.....................................................................................................4
• #of Single Lanes.......................................................................................................I
• # of Total Lanes.........................................................................................................7
• Lane Spacing.............................................................................................................230'
• Wetted 0...................................................................................................................300'
• Lane Spacing as a% .................................................................................................76%
Lane 15
➢ Start End Area[Table E90+-B]................................................................................0.66 ac.
➢ Middle Area[83'(0.90 X 300')/43,560] .....................................................................0.51 ac.
➢ Stop End Area[Table E90+ -G] ...............................................................................0.55 ac.
➢ Total Area[(0.66 ac. + 0.51 ac. + 0.55 ac.)/2]...........................................................1.72 ac.
Lane 16
➢ Start End Area[Table EE75-B]................................................................................0.75 ac.
➢ Middle Area[268'(230'/2 +300'/2)/43,560].............................................................1.63 ac.
➢ Stop End Area [Table EE75-G]................................................................................0.66 ac.
➢ Total Area[(0.75 ac. + 1.63 ac.+ 0.66 ac.)]..............................................................3.04 ac.
6

Rouse Ivey Farm 415104
Lane 18
l'
➢ Start End Area[Table E175-B/2] .............................................................................0.345 ac.
➢ Middle Area[547'(230')/43,560] .............................................................................2.888 ac.
➢ Stop End Area[Table EI75-G].................................................................................0.56 ac.
➢ Total Area [(0.345 ac. + 2.888 ac. +0.56 ac.)] .........................................................3.79 ac.
Lane 25
➢ Start End Area [Table E175-B].................................................................................0.69 ac.
➢ Middle Area[166'(230')/43,560] ..............................................................................0.88 ac.
➢ Stop End Area[Table N/A].......................................................................................0.00 ac.
➢ Total Area[(0.69 ac. + 0.88 ac.+0.00 ac.)/2]...........................................................0.785 ac.
Lane 20
➢ Start End Area[Table E175-B/2] .............................................................................0.345 ac.
➢ Middle Area[246'(230')/43,560] ..............................................................................1.83 ac.
➢ Stop End Area[Table E175-G].................................................................................0.56 ac.
➢ Total Area [(0.345 ac. + 1.83 ac. + 0.56 ac.)] ............................................................2.74 ac.
Lane 26
➢ Start End Area [Table E175-B].................................................................................0.69 ac.
➢ Middle Area[150'(230')/43,560] ..............................................................................0.79 ac.
t` ➢ Stop End Area [Table N/A] ......................................................................................0.00 ac.
➢ Total Area U0.69 ac. + 0.79 ac. +0.00 ac.)/21...........................................................0.74 ac.
Lane 22
➢ Start End Area[Table EE75-B]................................................................................0.75 ac.
➢ Middle Area[726'(230'/2 + 300'/2)/43,560].............................................................4.42 ac.
➢ Stop End Area[Table EE75-G]................................................................................0.66 ac.
➢ Total Area [(0.75 ac. + 4.42 ac. + 0.66 ac.)] .............................................................5.83 ac.
Total Field Wettable Acres
➢ Hard Hose Traveler[I.72 ac. + 3.04 ac. +3.79 ac. +0.785 ac. + 2.74 ac. +
0.74 ac. +5.83 ac.] ....................................................................................................18.645 ac.
➢ Total[18.645 ac.]........................................................................................18.645 ac.
7

Rouse Ivey Farm 415104
Total Farm Wettable Acres Revised Farm Totals 4/5/2004
_ ➢ Field 1&5................................................
➢ Field 2,3,&6...............................................................................................................30.335 ac.
➢ Field 4 .......................................................................................................................1.195 ac.
➢ Field 7 .......................................................................................................................18.645 ac.
➢ Total Farm Acres[21.91 ac. +30.335ac. + 1.195 ac.+18.645 ac.]......................73.18 ac.
Prepared by Agriment Services Inc.
P.O.Box 1096 - BeWaviRe,NC-28518
Phone[phone]-Fax[phone]
Signature of owner or facility representative Signature of technical specialist
Printed name of the same above Printed name of the same above
Date Date
8

Rouse Ivey Farm 4/5/04
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zbperatorzG Y County , DUPLIN Date: 05127/93
� jslanne to arest 'esids.`ce (other nan owner ) : 4e�
� . ETEADY STATE LIVE WEIGHT
0 sows ( farrow to finish) x 1417 lbs . = 0 lbs
/. scws ( +arro- tn +eeder) x 522 lbs , = 0 lbs
= "=
� � �nz �o�n� un � / / x 16i low . `�"��" -
=
0 sows ( farrow to wean ) x 433 lbs^ 0 lbs
=
0 head (wean 30 l��t� f��d�r ) x " 0 lbs~
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 595350 lbs
? . NilNIMUM REQUIREP TREATMFNT VOLUME OF LAGOON
Volume = 595350 lbs. SSLW x Treatment Volume(CF) / lb . SSLW
Treatment Volume(CF) /lb. SSLW= 1 CF/ lb. SSLW
Volume = 595350 cubic feet
Z. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet SLUDGE ACCUMULATION NOT COMPUTED
AT OWNERS REQUEST . REMOVE SLUDGE
. TOTAL DESIGN VOLUME AS NEEDED .
� inside too length 360.0 feet ; inside top width 285.0 feet
Top of dike at elevation 43. 5 feet
F'eeboard 1 . 0 feet ; Side slopes 3 . 0 : 1 ( Inside lagoon)
Total design lagoon liquid level at elevation 42. 5 feet
Bottom of lagoon elevation 31 . 5 feet
Seasonal high water table elevation 36 .0 feet
Total jesign vulume using prismoidal formula
�
SS/ENC1 MEW SS/SIDE! 85/6IDE2 LENGTH WIDTH DEPTH
3 .0 3.0 3.0 3.0 354.0 279 .0 11 .00
AREA OF TOP
LENGTH * WIDTH =
354.0 279. 0 98766 (AREA OF TOP )
AREA OF BOTTOM
LENGTH * WIDTH =
288.0 213.0 61344 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
321 .0 246 '0 315864 (AREA OF MIDSECTION * 4)
(~- CU. FT = [AREA TOP + (4�AREA MIDSECTION) + AREA BOTTOM] * DEPTH/
^ 315864 .0 1
98766. 0 0 61344
.
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 872619 CU. FT
_

Buildings ( roof and lot water )
�eroth Width
C; .. 0 0. 0 square feet
I e 3 Ko 4D
MAL DA A45055oN square feet
Design temporary storage perino to be 180 daYS4,
hporoximate daily production of manure in CF/L8 SSLW 0.00136
VOIUME - 595350 Lbs . SSLW X CF of Waste/Lb . /Day 1 180 days
Volume = 145742 cubic feet
vol .ve U, wash mate!
Thi, IS t4l =Unt Of fresh water ased for washing tloors or voloo�-�
of 1rusn water used for a flush system . Flusp systems that reULrCU.--_
the lognan -atur are accounted for in 5A .
Volume C . 0 gallons/day 180 nays storage/7 .48 galic
� .o cubic fee-;-.
vainme of r; 17 " � jl 1" vicess of evaporatior-I
-, , i'. -Dinvoll
firm -Hwn nyceeds evap-ration by lAroes"
wo days e icess rainf a] 1 7 ,0 inchesi:.
Volume - 7 . 0 in * DA / 12 inches per foo,:-.
(:� a -3 ?5-
Volume = VSMOMO Cuoic feet

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............. ...........................-,.................. ........................-.—........... ..............

Ir
MC•EMG•1-0
,xrKENT Of ACAICIATURE Rev. T/91
ar+e�tion UrviCo
PLAN OF EXCAVATED WASTE STORAGE PIT
Date• 5 4-7/93
r NAME: f�OUSE SSE
county: Du Pt-w\
Address:
S£E 5�ETc N
LENGTH c/ao
81 OE SLOPE --!TO 1 /
ry- AVE. t0► ELEY. /c�
\ * %
\ ^___Y10 SECTION
M
'01Z
0 3/.S AVE. BOTTOW [LEY.
LENGTH �l
(Sea beck for volume ULCULati")
IIse of facility: \-1a5TE TREAI&A"r L_QGmo^
Capacity: -G llone SSo .T95 Ft3
Soil Type: ,,T��
Bench Mark Description n �,� z +' S�NE� ��,� -QEE LOG..
Elev.
Bottom Elev.. g
Normal Liquid Level � _ Ft,
Storage for normal Precip. +E)
M m aximu Liquid Level 7 pt.
25 yr. Stores Storage (E Elev.) --
Crest ESW +� T Ft.
Max.Float Depth + �,,o Ft.
Freeboard Elev.. 1-3.5
Top of Dam

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.............. ......__.... .. .. .. ................ ......... .....
OPP
.'- anI
All i_;:"ees .and brush sh shall
_L..all he removed from the construction car"! area
!. e ' !. r e any excavating or fill is started . Stumps will be removed
Irl... ...�..,, ,..:. the arr::::a of the foundation of the embankment and fill arf_asi:
and all excevetae areas . All stumps and roots exceeding one ,
foot . Satisfactory disposition will lae made of all debris. The
foundation area _,;1 a: l be loosened thoroughly before placement of
6''rril.�iank',It;Ean m;lteY..._al I.._i-!l.j{-%f]I...I site (and pad `::71.te if needed ) to be
stripped of topsoil ( " ) and stockpiled for use on dike and pad
slopes (^- - " ) . The tC?(:isof ling quantity in excess of amounts
specified on page one
Cut-off Trench:
---------------
(., cut-off trench (when specified ) small be installed as shown 3 ,
Iq . 1ar - , A � 74 l­
VO 4M171064 z- o% r-ti o co+'rs'I::.r-1,;ct,i_on of excavated d and earthfil l areas shall be performed to
the riEa t.. lines and grades as planned .,. Deviations from this will.
re _ _. {
�,�1 i_!��r r_; �.�r�.�_.!Y- t:�i�!F,r-'e�:�::t.l. C?'f ::I-'1 E' SCS. E:t:t r t h'?'i 1. J. shall be placed in
(ii_.!:. . of [_," lifts and not I.!laCF:d in standing water. Compaction `'-.iIall b`•::_'
b , equipment ,..., - : F r�+r- s- o o t. roller e r during
r•i
performed _! i_r•'!C•;; construction ...r �n.i_..:;i(r_ 1�__.. r 1 �-. CI
placement . The embankment of the lagoon shall l be installed using
: . more 1 r _e ry_ e materials. Construction of fill heights shall
include ' am^ settlement.( � ?j percent i �r F for r , o protect against se w-acr
g
_.
,u a areas o f -L ;i i t- f i F..:.:
-eexcavated ., !:• t.r;:.:.,t"i_%::.1... %...,.r r r C�r_r i l l r i i;:r�'r c_:...CI. _: t.t'1F._'•.• w J 7.�._i rr E'E?C{
_.'.
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i..
i!1o1.1ld be taken during construction to pre4sarrt. _, _essi4 _,
erosion and sedimentation .,
.
r��l.i �. exposed embankment _:!r�Cj other bare constructed ?rC-'%ti ci shall:-a] be
=er•rec1 to tfie planned t.'l('!-' of vegetation as soon as possible after
construction according to seeding specifications Si1t=G''f:'.

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DESIGN SUMMARY
OPERATOR: �. pVSL' .4-Vey
COUNTY: Duo
TYPE OPERATION: 1470 Feeder
}
Please review the attached plans and specifications carefully.
Retain this for your use and records . You must complete and mail
your DEM certification prior to stocking of animals .
The pad dimensions and grades are the best estimates . The
BUILDER or CONTRACTOR is responsible for final layout of the
pads .
The actual amount of material required for pads and dam may vary
I from the estimates . The design will attempt to balance cuts and
fills as close as possible . If additional material is required,
the contractor and owner will negotitate on the price and
location of the borrow area .
Best Estimates: Total Required Volume (cu. ft. ) : 30 4i d
Actual Design Volume ( cu . ft. ) ; 3J,576 4 4
Lagoon Excavation ( cu . yd. ) :
Dike/Pad Excavation ( cu. yd. ) : S
TOTAL Excavation ( cu . yd ) : / fo q 7
1 OVERCUT FOR LINER ( cu . yd . ) -y 41i9 10.o00J1 (in61- ini}n��cd
1 Pad and Dike Fill ( cu . yd. ) : 13 G )
TOTAL Fill ( cu. yd. ) : 9
o�►ly ;
CLAY LINER ( cu. yd. )
Cut/Fill Ratio: �•q� �,0
Job Class : ILL Date : o 9
Designed By: CjiuY
Approved By:
3

1
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LAGOON DESIGN
Op itor: G Rouse Ivey County: Duplin Date : 10/06/95
(Distance to nearest residence ( other than owner) : 1150 .-@-ze feet
1 . AVERAGE LIVE WEIGHT (ALW)
I0 sows ( farrow to finish ) x 1417 lbs . = 0 lbs
0 sows ( farrow to feeder ) x 522 lbs . = 0 lbs
1470 head ( finishing only) x 135 lbs . = 198450 lbs
0 sows ( farrow to wean ) x 433 lbs . = 0 lbs
0 head (wean to feeder ) x 30 lbs . = 0 lbs
Describe other 0
Total Average Live Weight = 198450 lbs
2 . MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
IVolume = 198450 lbs . ALW x Treatment Volume (CF ) /lb. ALW
Treatment Volume (CF ) /lb . ALW = 1 CF/lb . ALW
IVolume = 198450 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0 . 0 cubic feet Na ST6%3AFo1c FoR 5LU10G6 AgQUMLrasrcrt
4 . TOTAL DESIGNED VOLUME P&R OWNER'S RE4ue5T.
IInside top length ( feet ) --------------------- 400. 0
Inside top width ( feet ) ---------------------- 120 . 0
I Top of dike elevation ( feet ) ----------------- 43 . 9
Bottom of lagoon elevation ( feet) ------------ 31 . 9
Freeboard ( feet ) ----------------------------- 1 . 0
Side slopes ( inside lagoon ) ------------------ 3. 0 1
Total design volume using prismoidal formula
1 SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
I7 3 . 0 3 . 0 3 . 0 3. 0 394 . 0 114 . 0 11 . 0
AREA OF TOP
LENGTH * WIDTH =
394 . 0 114 . 0 44916 (AREA OF TOP )
AREA OF BOTTOM
LENGTH * WIDTH =
328 . 0 48 . 0 15744 (AREA OF BOTTOM )
AREA OF MIDSECTION
LENGTH * WIDTH * 4
361 . 0 81 . 0 116964 (AREA OF MIDSECTION * 4 )
CU . FT . _ [AREA TOP + ( 4*AREA MIDSECTION ) + AREA BOTTOM] * DEPTH/6
44916 . 0 116964 . 0 15744 . 0 1 . 8
Total Designed Volume Available = 325644 CU . FT .
4

f
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA :
Lagoon ( top of dike )
Length * Width =
400 . 0 120 . 0 48000 . 0 square feet
Buildings ( roof and lot water)
0 . 0 square feet Describe this area.
TOTAL DA 48000 . 0 square feet
' Design temporary storage period to be 180 days .
_A. Volume of waste produced
Feces & urine production in gal . /day per 135 lb. ALW 1 . 37
Volume = 198450 lbs . ALW/ 135 lbs. ALW * 1 . 37 gal/day 180 days
Volume = 362502 gals . or 48462 . 8 cubic feet
B . Volume of wa
sh water
rThis 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
f
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 = 28000 . 0 cubic feet
R-
5

5 Volume of 25
year - 24 hour storm
Volume = 7 . 5 inches / 12 inches
per foot * DA
Volume = 30000. 0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A . 48463 cubic feet
5B . 0 cubic feet
5C . 28000 cubic feet
5D . 30000 cubic feet
TOTAL 106463 cubic feet
6. SUMMARY
ITemporary storage g period____________________> 180 days
Rainfall in excess of evaporation==========-,
25 year - 24 hour rainfall==================>
7 . 0 inches
7 . 5 inches
i ____> 1 . 0 feet
Side slopes________________________________
Inside top length=====___________- _> 3 . 0 ° 1
---- ===========> 400 . 0 feet
Inside top width=========--__________________>
----------------- 120. 0 feet
Top of dike elevation_______________________
Bottom of lagoon elevation=================-> 43. 9 feet
Total required volume=== __________________> 31 . 9 feet
Actual design volume=========_ _ => 304913 cu. ft.
Seasonal high watertable elevat_ion ( SHWT) ===> 325644 cu. ft.
Stop pumping elev. ________ __ 40 . 9 feet
Must be > or = to the SHWT elev ==========> 39 . 9 feet
Must be > > 39 . 9 feet
Required minimum trreatmentn . evolume======-. treatment el_=> 37 . 9 feet
Volume at stop > 198450 cu. ft.
pumping elevation============> 207912 cu. ft.
Start pumping elev. ________________________
Must be at bottom of freeboard & 25 42 . 1 feet
Actual volume less 25 yr. rainfall
Yr. - 24 hr. rainfall==> 295644 cu. ft.
Volume at start pumping elevation===========, 290680 cu. ft.
Required volume to be pumped===============_>
Actual volume planned to be pumped== ====_____> 8272769 cu . ft.
69 cu . ft.
Min . thickness of soil liner when required==> 1 . 8 feet
DESIGNED BY: B ,•Y W. NouSTd„� APPROVED BY:
-
DATE : �p_Ji3�95 DATE :
- 10119195
NOTE : SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS :
6

5� 1�/
SCS•;NG-538 (g
Re.. 5-70 U. S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FARMER'S NAME Knrl Si i v E DISTRICT �UPt /t
DATE_ �/?s/9� COUNTY—
S. C. S. PHOTO SHEET N0. WORK UNIT
WATERSHED AREA MEASUREMENTS
CROPLAND ACRFS PASTURE ACRES
WOODLAND ACRES TOTAL ACRES POND CLASS WORK UNIT CONSERVATIO;:IST
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE
Locale reference point �n cmier line of dam and Identify on on sk,Ich.ADE (Approx. bCdle 1 = felt)
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SHOW BORING NUMBER AND PROFILE
DEPTT{ Make and hst dam-site and spillway borings first•Ihm ponded area and borrow pit
lCannn�ed on back where neccssarv) Show water table elevations on da -tile borin ps os separate with wrttca!rod «nee
SCALE
1 -2— AY 6 7 8 10 11 12 13 S
15 16 17 18 19 21 22 23 AT s"' SM S'M sM
2 S
S n'1
2 3 SW 4 I SC SG �r� SM 5
3 - 4 Sr1 ;I;vr SC 3
4 -$ . 4(n S. SH
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BORINGS MADE: BY
SIGNATURE & TITLE Gle \: tvn �'res4

TYPES OF MATERIAL ENCOUNTERED IN BORINGS
(Use one of systems below)
UNIFIED CLASSIFICATION
USDA CLASSIFICATION
FGW-Well graded gravels; gravel, sand mix
GP-Poorly graded gravels g-gravel
nd
GM-Silty gravels; gravel-sand-silt mix vfs-very
GC-Clayey gravels; grave l-send-cla mix very fine sand
sl
SW-Well graded sands; sand-gravel mix sandy loam
SP-Poorly graded sands fsl-fine sandy loam SM-Silty sand 1-loam
SC-Clayey sands; sand-clay mixtures si-gravelly loam
-silt
ML-Silts;silty,v,fine sands;sandy or clayey silt sil-silt loam
CL-Clays of low to medium plasticity cl-clay loam
CH-Inorganic clays of high plasticity sicl-silty clay loam
MH-Elastic silts scl-sandy clay loam
OL-Organic silts and silty clays, low plasticity sic-silty clay
OH-Organic clays, medium to high plasticity c-cla
Y
I. Suitable material for embankment is available
nwxrse "d,e) O Yea No (indicate inhere located on thk sketch on
REMARKS: L 4 G 0 0 r� C.i e)TL�
W rjeE_
r;zzz(1, 7) E y, 7 v) (3 vi Dl/16 S ,too L S .�
A r) G Look.E& GOD L
Explain hazarde requiring special attention in deaign (Seeyove, fyrfno..rock etc)
GENERAL REMARKS:
- I 25 26 27 28 29 30 '31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46� sty, 47 48 49 50 51
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HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner Rouse Ivey County Duplin
Estimated Depth of Water to Top of Dam +7 Ft. Length of Flood Pool 100 Ft.
Date of Field Hazard Investigation 9-25-95
Evaluation by reach of flood plain downstream to the point of estimated minor effect from sudden
dam failure.
Est. Elev. Est. Elev.
Kind of ;Improvements: of Breach
Reach Length Width Slope Land Use Improvements Above Floodwater Above
Flood Plain Flood Plain
Ft. Ft. % Pasture None 10 ft. Minimal
l 100 50 3
2 I I I
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3
Describe potential for loss of life and damage to existing or probable future downstream improvements
P g g P P
for a sudden breach. A sudden failure of the structure will not cause significant damage_to any
improvements. The immediate surrounding area is very flat in topography. Therefore the flood wall
will quickly disepate. The structure is approximately 450 feet from Little Marsh tributary which leads
to Goshen Swamp. It is also located approximately 1,350 feet to SR 1306.
Hazard Classification of Dam (a, b, c) (see NEM-Part 520.21) a
NRCS Dam Classification (I, II, III, IV, V) III
By 11f_ /-) Date I0/1')/95'
M. Floyd Adam , P.E.
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1
UNITED STATES SOIL
DEPARTMENT OF CONSERVATION
AGRICULTURE SERVICE
-------------------------------------------------------_----
WASTE MANAGEMENT FACILITY SITE EVALUATION
GENERAL INFORMATION
NAME-- au-r--=\LEY------------- LOCATION--Q-k01 _Cau�Y----
------------------------
------------------
------------------------ ------------------
------------------ ------------------
TELEPHONE-� ------ SIZE OPERAT ION
-1414_J1CSN
------------
LOCATION DATA
DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY
PRODUCER 459-FT.
IS SITE WITHIN 100-YEAR FLOOD PLAIN? YES----- NO-x-
If yes, SCS cannot provide assistance.
IS SITE AT LEAST 100 FT. FROM A "BLUE LINE"
PERENNIAL STREAM? YES-X-- NO---- '
If no, site midst be reloca ed.
F /•
IS SITE WITHIN 1 MILE ZONING2JURISDICTION
OF A MUNICIPALITY? YES----- NO- --
If yes, landowner should consult with local, zoning board
about required permits. Permits must be obtained prior
to design approval.
Are utilities in construction area? YES----- NO-4-
If yes, see Part 503 of the National Engineering Manual
and follow policy.
(Copies of maps or other reference materials may be
attached to site evaluation. )
Page 1
40

1'
WETLANDS
WILL SITE INVOLVE CLEARING WOODLAND OR ANY
NON-CROPLAND? YES----- NO-
If yes, producer must complete a Form AD71026.
WILL ACTION RESULT IN SWAMPBUSTING? YES---- NO & - ,
IF WETLANDS ARE INVOLVED, IT IS THE RESPONSIBILITY OF THE
PRODUCER TO CONTACT THE US ARMY CORP OF ENGINEERS AND THE
DIVISION OF ENVIRONMENTAL MANAGEMENT TO DETERMINE IF
ADDITIONAL PERMITS ARE REQUIRED. NO WETLANDS SHOULD BE
ALTERED UNTIL PRODUCER RECEIVES WRITTEN APPROVAL FROM SCS,
US ARMY CORP -OF ENGINEERS AND NC DIVISION OF ENVIRONMENTAL
MANAGEMENT.
(A copy of AD-1026 and CPA-026 should. be attached to
site evaluation. )
OTHER ENVIRONMENTAL FACTORS
IS ENDANGERED AND/OR THREATENED SPECIES HABITAT
PRESENT? YES---- NO-1-1(1-
IS A DESIGNATED NATURAL SCENIC AREA INCLUDED IN THE
PLANNING AREA OR WILL PLANNED ACTIONS IMPACT ON AN
ADJACENT NATURAL SCENIC AREA? YES---- NO-I-Y\--
IS AN ARCHAEOLOGICAL OR HISTORICAL SITE LOCATED IN TH�-
PLANNED AREA? YES---- NO-
ARE THERE PRIME, UNIQUE, STATE OR LOCALLY IMPORTANT
FARMLANDS IN THE OPERATING UNIT? YES---- NO-4&-
f
WILL THE ACTION RESULT IN SODBUSTING? YES---- NO-,N - ,
iIf yes to any of, these quest"ons, refer to form NC-CPA-16
for policy sources. The form1does not need to be
completed.
ODOR CONTROL
HAS ODOR CONTROL BEEN DISCUSSED WITH PRODUCER. .
. . . . . . . .PREDOMINANT WIND DIRECTION? YES- -• NO----
. . . . . . . .POSSIBLE EXPANSION OF TREATMENT
VOLUME FROM 1 CU. FT. UPWARDS TO YY
3 CU. FT. /LB . OF ANIMAL? YES--a- NO----
. . . . . . . . PRECHARGING LAGOON WITH FRESH
WATER TO AT LEAST 1/2 OF THE
YES- - NO----
CAPACITY?
USING GOOD SOUND JUDGMENT IN
LAND APPLICATION OF WASTE? YES-t"'- NO----
Page 2
41

WASTE MANAGEMENT
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAND
APPLY WASTE? YES-1K NO----
IF NO, DOES PRODUCER HAVE ACCESS TO
MORE LAND? YES---- NO----
IF LAND IS NOT OWNED BY PRODUCER,
CAN PRODUCER GET AGREEMENT ON LAND
ON WHICH TO APPLY WASTE? YES---- NO----
(Attach Waste Utilization Plan to site evaluation. )
SOIL INVESTIGATION -- VALID ONLY IF SOIL INVESTIGATION
c SHEET ATTACHED
IS SOIL SUITABLE FOR LAGOON? YES------ NO--A— L;ner relu;re4 'r,
IS A CLAY LINER REQUIRED? YES__..,(__ NO- Cer}Q;, serl:ew,s
-----
IF YES, IS CLAY AVAILABLE ONSITE? YES--x-- NO------
QUESTIONABLE--------
IS A CORE TRENCH REQUIRED? YES------ NO--4---
(Attach soil investigation sheet to site evaluation. )
SITE APPROVED YES- --- NO------ CONDITIONAL--------
\ COMMENTS--� t�Y_ys�i+ ��_ sss_ cs�i�� -��� �� =----
---------------1------------ ---------------------------
---------------------------------------------------------
THIS SITE INVESTIGATION IS VALID AS LONG AS THE DESIGN AND
CONSTRUCTION OF LAGOON CONTINUES IN REASONABLE TIME '
PERIOD. UNDUE DELAYS OR HESITANCY IN CONSTRUCTION MAY
REQUIRE THAT SITE EVALUATION BE INVALIDATED.
/� -
SIGNATURE--L-=- ------ DATE-
Page 3
42

Rouse Ivey Farm AWS310091
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

Rouse Ivey Farm AWS310091
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

Rouse Ivey Farm AWS310091
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

Rouse Ivey Farm AWS310091
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

Rouse Ivey Farm AWS310091
• 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

Rouse Ivey Farm AWS310091
• 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

Rouse Ivey Farm AWS310091
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.

Rouse Ivey Farm AWS310091
EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) 910-796-7215
EMERGENCY MANAGEMENT SERVICES (EMS) 910-296-2160
SOIL AND WATER CONSERVATION DISTRICT (SWCD) 910-296-2120
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) 910-296-2121
COOPERATIVE EXTENSION SERVICE (CES) 910-296-2143
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

Rouse Ivey Farm AWS310091
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 Sheriffs Department and explain your problem to
them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize offsite damage.
a. Contractors Name: Agriment 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

Rouse Ivey Farm AWS310091
INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids (V)Flush system is designed and operated
sufficiently to remove accumulated
solids from gutters as designed.
(� Remove bridging of accumulated solids at
discharge
_Lagoons and Pits Crusted Solids ( )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

Rouse Ivey Farm AWS310091
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 (Jf pertain to this operation. The landowner/ integrator agrees to
use sound judgment in applying insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been
reviewed with me.
(Landowner nature)
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

Rouse Ivey Farm
Swine Farm Waste Management — Odor Control Checklist Permit No.: AWS310091
Date: Z `L z .-Zy-
INSTRUCTIONS FOR USE Owner Signature: 4Qw
♦ Odor Control Checklist is required by General Statute 143-215.10C(e)(1)
♦ 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 0 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
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Rouse Ivey Farm
Swine Farm Waste Management— Odor Control Checklist Permit No.: AWS310091
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
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Rouse Ivey Farm
Swine Farm Waste Management— Odor Control Checklist Permit No.: AWS310091
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
HOUSE/BARN—VENTILATION
♦ Dust ❑■ Clean fans regularly—specify frequency
♦ Volatile/odorous gases M 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 M 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
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Rouse Ivey Farm
Swine Farm Waste Management —Odor Control Checklist Permit No.: AWS310091
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 15A NCAC 02D.1802
❑ Pump from second stage lagoon
❑ Follow good neighbor policy .Avoid application on known weekends,
special days,or holidays/eves if possible
Fol Operate at minimum recommended pressure
❑ Increase setbacks beyond those required by
statute, rule, or permit
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Rouse Ivey Farm
Swine Farm Waste Management —Odor Control Checklist Permit No.: AWS310091
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
LAND APPLICATION (CONTINUED)
K 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 ❑E Transport sludge in covered vehicles or tankers
H Apply in thin, uniform layers • Speeds drying and prevents ponding
0 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 methods) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
a a Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106403). The bottom of the burial pit should be at least one foot above the seasonal
high water table.Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B.0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
aA composting system approved and permitted by the NC Department of Agriculture&Con-
El sumer Services Veterinary Division(attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
a In the case of dead poultry only,placing in a disposal pit of a size and design approved by the
NC Department of Agriculture&Consumer Services(G.S. 106-549.70).
a a Any method which,in the professional opinionjof the State Veterinarian,would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options;contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be,done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions(refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency,the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of frm Owner/Manager Date
'000, Signature of Tec nical Specialist Date

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 Permittee 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)]
PI check the bog below that indicates your commitment to do one of the following.
;7Within 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 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."
/QOus
Faeitity Name Permit Number
yo r an A"e �
Owner/Permittee Name and 11fle( e or print)
_a4101V AW u Jul,., 7113/a le)
Signature of Owner/Permittee j 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