310091_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2019, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3,2019.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 31-00 1 Certificate Of Coverage Number: AWS310091
2. Facility Name: Gordan Rouse Ivey Farm
3. Landowner's Name(same as on the Waste Management Plan): Gordon R Ivey
4. Landowner's Mailing Address: 370 Ivev Rd
City: Mount Olive State: NC Zip: 28365-5304
Telephone Number: 919-6584860 Ext. E-mail:
5. Facility's Physical Address:qg Y f
City: Mount Olive State: NC Zip: 28365
6. County where Facility is located: Duplin
7. Farm Manager's Name(if different from Landowner):
g, Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write"None"): Prestaae Farms Inc
10. Operator Name(OIC): Gordon R.Ivev Phone No.: 919-6584860 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 and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name Built Unknown) (Cubic Feet) (Square Feet) (Inches)
I 0;Lo v 4 8 7 19.00
2 ! �f 19.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.1OC(d)to the address below.
The CAWMP must include the following components:
I. The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example:irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any 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,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

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.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation,signature should be by a principal executive officer of the corporation):
Name: &01 k1J k -X V V Tide: 0 ahye4i^
Signature: And4-' k'OQQ MWi Date:
Name: Tide:
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
E-mail:[e-mail]
FORM: RENEWAL-STATE GENERAL O2I2019

Version—November 26,2018
• Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Vete►inarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table.Attach burial location map and plan.
El 11 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.
F� Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture&Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
a D
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 Any method which, in the professional opinionjof the State Veterinarian,would make possible
the salvage of part of a dead animals 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 m Owner/Manager Date
,4000 Signature of Tec nical Specialist Date

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.
3 701vey 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.
Andoi kmm�- -001-
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 o t s�
Technical Specialist Signature Date
-----------------------------------------------------------------------------------------------------------------------------------------------------------------
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.
F
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
ast 9825
ated 11790
Injected 11790
Irrigated 9825
Max. Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs) * Applied (lbs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 91825 14841 -5,016 8,233,331 -2,782,571
Year 2 %825 15493 -5,668 8,595,184 -3,144,424
- --------------- - - - -------- - - - - - - ---------------------------------------------------------------------------------------------
Note: In source ID,S means standard source,U means user defined source.
*Max.Available PAN is calculated on the basis of the actual application method(s)identified in the plan for this source.
667880 Database Version 4.1 Date Printed: 09-10-2015 Source Page 1 of 1

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
a�f�a, -52', BUY 49S (2uAc ees,'elve,-----------------------------------------------------------------------------------------------------------------------------------------------------------------
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 avai lab le.
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 IMarvyn 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 Corn,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 2.97 2.97 N/A Autryville Corn,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
1193 Pull 20 3.481 3.48 N/A Autryville 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 7.54 7.54 N/A Autryville Corn,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 1 Pull 14 1 1.711 1.711 NIA lAutryville Corn,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 Corn,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
3062 Pull 24 1.19 1.19 N/A Autryville Corn,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
3062 Pull 3 7.12 7.12 N/A Autryville Corn,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
3062 Pull 4 4.19 4.19 N/A Autryville Corn,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
3062 Pull 51, 1.75 1.75 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
3062 Pull 511 1 1.75 1.75 N/A Autryville Corn,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 Corn,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
3062 Pull 9 1.20 1.20 N/A Autryville 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 oterriall .eachn r'. 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-Term No-Till(778),and edge-of-field practices such as Filter Strips(393)and
Riparian Forest Buffers(391).
667880 Database Version 4.1 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 that will be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table Year 1
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fert. 0bs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient ppbed Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (lbs/A)
Source Total Use. Applic. Applic. 1000
ImField ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
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
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
Pull 16 S7Marvyn 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
Pull 16 S7 Marvyn 3.043.04 Hybrid Bermudagrass Pasture 6.0 Tons 3/1-9/30 "235 0 0 Irrig. 235 130.37 0.00 396.33 0.00
Pull 17 S7 Autryville 2.15 2.15 Corn,Grain 85 bu. 2/15-6/30 104 0 20 Inig. 84 46.60 0.00 100.19 0.00
1193 Pull 17 1 S7 Autryville 2.15 2.15 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig. 52 28.85 0.00 62.02 0.00
1193 Pull 18 1 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 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 Corn,Grain 85 bu. 2/15-6/30 104 0 20 brig. 84 46.60 0.00 138.41 0.00
1193 Pull 19 S7 Autryville 2.97 2.97 Wheat,Grain 45 bu. 9/14/30 104 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 Irrig. 235 130.37 0.00 453.70 0.00
1193 Pull 21 S7 Autryville 4.38 4.38 Com,Grain 85 bu. 2/15-6/30 104 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 brig. 52 28.85 0.00 126.36 0.00
1193 Pull 22 S7 Autryville 5.83 5.83 Small Grain Overseed 1.0 Tons 1 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 161.721 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. 235 130.37 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 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. App6c. Applic. 1000
Tract Field ID Soil Series Acres I Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
3062 Pull I 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/I-4/30 104 0 0 1 Irrig. 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 Auuyville 1.40 1.40 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *235 0 0 Irrig. 235 130.371 0.00 182.52 0.00
3062 Pull I 1 S7 Autryville 3.61 3.61 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 100.00 0.00
3062 Pull 11 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 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 utryville 1.84 1.84 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 51.04 0.00
3062 Pull 13 S7 Autryville 1.84 1.84 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *235 0 0 Irrig. 235 130.37 0.00 239.89 0.00
3062 Pull 14 S7 Autryvillc 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. 9/14/30 104 1 0 0 Irrig. 52 28.851 0.00 49.33 0.00
3062 Pull 2 S7 Autryville 3.63 3.63 Com,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 Irrig. 52 28.85 0.00 104.72 0.00
3062 Pull 24 S7 Autryville 1.19 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. 9/14/30 104 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 Irrig. 52 28.85 0.00 120.88 0.00
3062 Pull 5L S7 Autryville 1.75 1.75 Small Grain Overseed 1.0 Tons 10/1-3/31 1 50 0 0 Irrig. 50 27.74 0.00 48.68 0.00
3062 Pull SL S7 Autryville 1.75 1.75 Hybrid Bermudagrass Pasture 15.5 Tons 3/I-9/30 *235 0 0 Irrig. 235 130.37 0.00 228.81 0.00
667880 Database Version 4.1 Date Printed: 9/10/2015 WUT Page 2 of 6

Waste Utilization Tahle Year I
Nitrogen Comm Res, Manure Litpuid Solid Liquid Solid
PA Fert. (IbslA) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(lbslA) (Ibs/A) (lbs1A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A l'ons 1000 gals tons
3062 Pull 5R S7 Autryville L75 1.75 Com,Grain 85 bu. 2/15-6/30 104 0 20 Irrie. 84 4fi r,o 0.00 81.79 0.00
3062 Pull 5R S7 Autryville 1.75 1.75 Wheat,Grain 45 bu. 9/14/30 104 0 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 10/1-3131 50 0 C) 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 Com,Grain 85 bu. 2115-6/30 104 0 20 Irrig. 84 46.60 0.00 192.46 0.00
3062 Pull S7 Autryville 4.13 4,13 Wheat,Grain 45 bu. 9/14/30 104 0 0 Irrig. 52 28.85 0.00 119.141 0.00
3062 Pull 9 S7 Autryville 1.20 1.20 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 33.15 0.00
3062 Pull 9 S7 Au"ville 1,20 1.20 Hybrid Bermudagrass Pasture 5.5 Tons 311-9/30 *235 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 0.00
Total Produced,tons 0.00
Balance,tons 0.00
Notes: 1. In the tract column,-symboI means leased,otherwise,owned. 2. Symbol *means user entered data.
667880 Database Version 4.1 Date Printed: 9/I0/2015 WUT Page 3 of 6
k- 4 1.

Waste Utilization Table Year 2
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fen. (lbs/A) PA ManurcA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Regd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (lbs/A)
Source Total Use. Applic• Applic. ]000
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 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 S7 Marvyn 3.04 3.04 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig, 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 *235 0 0 Irrig. 235 130.37 0.00 396.33 0.00
1193 Pull 17 S7 Autryville 2.15 2.15 Wheat,Grain 45 bu. 9/14/30 104 0 0 Irrig. 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 Irrig. 100 55.48 0.00 119.28 0.00
1193 Pull 18 S7 Autryville 4.57 4.57 Small Grain Overseed I.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 126.91 0.00
1193 Pull 18 S7 Autryville 4.571 4.57 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *235 0 0 brig. 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 Autryville 4.38 4.38 Wheat,Grain 45 bu. 9/14/30 104 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 Ovcrseed 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. 235 130.37 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 Irrig, 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 1 S7 Autryville 3.61 3.61 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 100.00 0.00
3062 Pull I l S7 Autryville 3.61 3.61 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *235 0 0 1 brig. 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 ManurcA Manure Manure Manure
Nutrient Nutrient Nutrient pphed Applied Applied Applied
Req'd Applied Applied (acre) (acne) (Field) (Field)
(lbs/A) (lbs/A) (lbs/A)
Source Total Use. Applc. Applic. 1000
Tract Field ID I 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 brig. 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 Irrig. 50 27.74 0.00 51.04 0.00
3062 Pull 13 S7 Autryville 1.84 1.84 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 '235 0 0 Irrig. 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. 9/1-4/30 104 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 brig. 100 55.48 0.00 66.02 0.00
3062 Pull 3 S7 Autryville 7.12 7.12 Wheat,Grain 45 bu. 9/1-4/30 104 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. 4/1-9/15 100 0 0 brig. 100 55.48 0.00 395.00 0.00
3062 Pull 4 S7 Autryville 4.19 4.19 Wheat,Grain 45 bu. 9/1-4/30 104 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. 4/1-9/15 100 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 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. 235 130.37 0.00 228.81 0.00
3062 Pull 5R S7 Autryville 1.75 1.75 Wheat,Grain 45 bu. 9/14/30 104 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 brig. 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 brig. 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 brig. 235 130.37 0.00 118.64 0.00
3062 Pull 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 Pull 7 S7 Autryville 4.13 4.13 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 100 0 0 brig. 100 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 Year 2
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManurcA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acrc) (Field) (Field)
(lbs1A) (lbs/A) (Ibs)A)
Source Iolai Ilse. Applic. Applic. 1000
Tract Field ID Soil Series \errs Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
3062 Pull 9 S7 Autryville I._10 1.20 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 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 :-:2:3:5] 0 0 brig. 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 -3,144A2
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
k, k C,

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 ll 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,copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally,effluent spray fields should not be
used for sludge application. If this is not possible,care should 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
Corn 120 bu 150 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 160 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 te Storaize Cat)acitv
Source Name Swine Feeder-Finish Lagoon Liquid Design Storage Capacity a s
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.
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667880 Database Version 4.1 Date Printed: 09-10-2015 Capacity Page 1 of 1

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 p ron e
to flooding (see "Weather and Climate in North Carolina" for guidance).
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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
pondi ng should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1, 1995,
shall not be applied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
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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
P Y
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:9/10/2015 Specification Paize 3

22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where waste products are applied. Nitrogen
shall be the rate-determining nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five
(5)years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
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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
31 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 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40
days after emergence.The total amount of N is dependent on soil type. When including a starter in the
fertilizer program,the recommended potassium and any additional phosphorus is normally broadcast at
planting.Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): 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 Crop Note 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.
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667880 Database Version 4.1 Date Printed: 09-10-2015 CropNote Page 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 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25%for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): 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 Page 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 lbs/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.
-------- -- - ------------------------------- - ----------------------------- ------- - - ------- -- -
66788o Database Version 4.1 Date Printed• 09-10-2015 Crop Note Page 4 of 4

ROUSE I V E Y FARM LEGEND
POWER
ON _ . — . — . -
RISER
WELL
Ot 20 A. l/
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/- ♦ \ / }_F ♦ yr_ I I ♦ "✓�/� / ♦ <1 // / /
8/17/2015 1`01 AM, 1:412.339

Rouse Ivey Farm 4/5/04
r Hard Hose Traveling Gun System
Wettable Acre Computations
f
i
d
Performance Guide
System System Sprinkler width Length Acres
Model Flow Rate Intel Pressure Irrigated Irrigated w/V in
(GPM) (PSI) (PSI) (FL) (FL) 6 Days
225 93 B0 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 80 210 905 48
with Nelson 200 102 70 215 910 51
SR 150R 250 112 70 230 915 64
Spdnlder 125 70 245 - 925 77
350 140 70 255 925 90
T,1� 110 88 60 185 1143 28
wi8r Nelson 150 108 60 210 1155 39
SR 150R 200 128 70 215 1157 51
S rink1" 245 149 70 230 1165 63
275 156 60 235 1167 70
F
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 FOR COMPONEWS:
150R,2 Body+Cap+Set of 7 Rings Cap
$ ����
Spa*size wtwn ordering
E13Flow Path
0.86" 0.97" 1.08" <� 1.26" 1.34" 1.41" 1.47"
6287-086 6287-097 6287-106 6287-118 6287-126 6287-134 6287-141
F60GPM CIA.PT. GPM DU.PT. GPM DIA.FT. GPM DIA.n GPM DIA.Ft. GPM DU.FT. DIA.FT. GPM DU.FT.
100 245 130 265 165 285 3 255 320 300 335 350 350 385 353
110 260 143 280 182 300 225 315 275 335 330 350 385 365 423 368
70 120 270 155 290 197 310 245 330 295 350 355 365 415 380 458 383
80 128 280 165 300 210 320 260 340 315 360 380 380 445 395 490 399 9
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
120 157 315 204 335 258 360 320 380 385 400 1 465 420 545 435 603 439
Field 1 & 5
Hard Hose Traveler
• #of Exterior Lanes....................................................................................................4
• #of Interior Lanes.....................................................................................................1
• #of Single Lanes.......................................................................................................1
• #of Total Lanes.........................................................................................................6
• Lane Spacing.............................................................................................................240'
• Wetted 0...................................................................................................................300'
• Lane Spacing as a% .................................................................................................80%
Lane 1
➢ 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 3
➢ Start End Area[Table EI80-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.+0.89 ac.)j..............................................................7.12 ac.
Lanes
➢ 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

Douse 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 8
➢ 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 Revl5ed Field Totals 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.
➢ 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.............................................................................................................240'
• 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.
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 19
➢ Start End Area[Table E180-B].................................................................................0.73 ac.
➢ Middle Area[300'(240')/43,560] ..............................................................................1.65 ac.
➢ Stop End Area able E180 G 0.59 ac.
➢ Total Area[(0.73 ac. + 1.68 ac. +0.89 ac.)j..............................................................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'(240Y/2+ /Zj/4:1,.5601............................................................1.2B 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'(24072+30(Y 2)/43,8601.............................................................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 4
➢ Start En 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.)j..............................................................1.84 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 EI80-G].................................................................................0.00 ac.
➢ Total Area[(0.73 ac. +0.98 ac.+0.00 ac.)]..............................................................1.71 ac.
Lane 12
➢ Start End Area Table N/A].......................................................................................0.00 ac.
➢ Middle Area[487'(240')/43,560] ..............................................................................2.68 ac.
Stop End Area[Table E180-G].................................................................................0.59 ac.
➢ Total Area[(0.00 ac. +2.68 ac.+ 0.59 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[2.85 ac. + 0.775 ac. + 1.40 ac. + 4.35 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........................................
• #of Single Lanes.......................................................................................................0
• #of Total Lanes.........................................................................................................1
• Lane Spacing.............................................................................................................n/a
• Wetted 0...................................................................................................................300'
• Dane Spacing as a% .................................................................................................n/a
Lane
➢ Start End Area[Table E9O+-B]................................................................................0.66 ac.
➢ Middle Area[190'(0.90 X 300')/43,560]....................................................................1.18 ac.
➢ Stop End Area[Table E9O+ -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.......................................................................................................1
• #of Total Lanes.........................................................................................................7
• Lane Spacing.............................................................................................................230'
• Wetted 0...................................................................................................................300'
• Lane Spacing as a% .................................................................................................76%
Lane 15
➢ Start End Area[Table E9O+-B]................................................................................0.66 ac.
➢ Middle Area[83'(0.90 X 300')/43,560] .....................................................................0.51 ac.
➢ Stop End Area[Table E9O+ -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[2681(230'/2 +3001/2)/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
➢ Start End Area[Table M78-B/2].............................................................................0.345 ac.
➢ Middle Area[547'(230')/43,560] ..............................................................................2.888 ac.
➢ Stop End Area[Table E175-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 U0.69 ac. +0.88 ac.+0.00 ac.)/21...........................................................0.785 ac.
Lane 20
➢ Start End Area[Table E175-B/2].............................................................................0.343 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.
➢ Stop End Area[Table N/A] ....0.00 ac.
..................................................................................
➢ Total Area[(0.69 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[1.72 ac. +3.04 ac. +3.79 ac. +0.785 ac.+ 2.74 ac. +
0.74 ac. +5.83 ac.]....................................................................................................18.645 ac.
➢ T'otal[18.S4S ac.]........................................................................................18.645 ac.
7

Douse Ivey Farm 415104
Total Farm Wettable Acres Revised Farm Totals 4/5/2004
➢ Field 1&5...................................................................................................................23.005 ac.
➢ 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 - Beulaville,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 LEGEND
PMER
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�:`!'Cf. Ur': :•rl' r_' C�r1GnfV ily Cl. t3i=,1 L%/
7: LEPHONE 919-256-2121
- - - -- - - - --- - - -- -- - ---- ------ ---------- -- ---- -- - - ------ - ----
WASTE FACILITY SITE EVALUATION AND MANAGEMENT PLAN
PRODUCER G. Rovrr I✓e-.,
C":ATION Or SITE oy) S ],lob anT� �. ►n,lc� Wc1f o � 5�•�..cr 1�.� �(� .
SI Z£ OF PROPOSED OPERATION b Feerlei f-o i�
IS SOIL SUITABLE FOR LAGOON? YES ✓ NO SOIL CLASS.
DISTANCE FROM THE LAGOON SITE TO NEAREST RESIDENCE OTHER THAN LANDOWNER OR HIS
T F'�..t;T I j o 0 -{a-
NU':BER Or MOUSES WITHIN 2000 FEET OF LAGOON SITE 4
A:REAGE/CROP REAUIREC TO PUMP EFFLUENT
DOKS LANDOWNER HAVE. t~NOUGH ACREAGE YES ✓ NO
i F NO, DOE'S LAN00WN-ER HAVE ACCESS TO MORE ACREAGE? YES NO
f
'r:LL FACILITY INVOLVE' ALTERING WETLANDS? YES NO
iF THE ABOVE CUESTION CONCERNING WETLANDS IS CHECKED 'YES', THE LANDOWNER IS
..-REEY ADVISED THAT THIS CONSTRUCTION MAY REQUIRE PERMITS FROM THE ARMY CORP 0=
ENGINEERS. IT IS THE LANDOWNERS RESPONSIBILITY TO DETERMINE IF PERMITS ARE
NECESSARY AND TO OBTAIN THE REQUIRED PERMITS. THE ARMY CORP REPRESENTATIVE FOR
DUPLIN COUNTY IS:
JEFF RICHTER,
US ARMY CORP OF ENGINEERS
P. 0. BOX 1890
WILMINGTON, NC 28402
TELEPHONE [phone]
LANC-O'1NER IS RESPONSIBLE TO DETERMINE IF ANY LOCAL OR STATE ZONING ORDINANCES
AFFECT THE LOCATION OF THIS FACILITY.
DOES SITE MEET SCS CRITERIA FOR WASTE TREATMENT FACILITIES? YES '� NO
ADDITIONAL COMnENTS
THIS APPROVAL IS VALID FOR GO DAYS FROM THE DATE SIGNED. IF DESIGN HAS NOT BEE11
'COY,PLETED WITHIN THIS PERIOD SITE WILL BE RE-EVALUATED AT THE TIME OF DESIGN TO
ASSURE COuPLIANCE WITH SCS STANDARDS. LAGOON WILL HAVE TO BE 750 .FEET FROM AHY
RESIDENCE OTHER T i:AN APPLICANT'S AT TIME OF DESIGN.
O The Sol Coruerveltion S*+v"
vIs an aCenty of r*e DATE
Oepartmonl Cl Aprt-ut%uf SIGNATURE

US Department of Agriculture NC-CPA 16
Sei 1 Conservation Service 4-92
ENVIRONMENTAL EVALUATION
Land User/Owner Rovjm County o-'41,,
:_o;:at ion/Tract & Field Number. T?06 2 ,r`t j Acreage 4o'a
Prepared by oic-7- Date_ 14 --
Brief Description of Planned Practice/RMS/Project Measure:
.����y C►-;a-��., 1 �}re� d— I�arfvrr pla�f:ti
Environmental Factors and Resources to Identify and Evaluate
1 . Is wetland included in the planning area: (References: NCPM;
190-GM 43.0. 26 ; Hydric soils list; Classification of wetlands and
Deepwater Habitats of the U.S. ; National Wetlands Inventory Maps;
N F S A2f.
✓� No
Yes - If yes,
-- Identify types present
-- Attach environmental evaluation showing what effect
planned assistance will have on wetland and how this
assistance is within policy
-- Have needed permits (CAMA, DEM, Corps, etc. ) been
obtained by the landuser?
-- Make sure no planned practices will put the landowner in
violation of Swampbuster
2 . Endangered and/or threatened species: (References: 190-GM
410 . 22 ; Technical Guide Section I-i (13) and Section I-vii
r:o Yes
-- Identify species whose range and habitat needs indicate
they might occur in planning area
-- Identify on map any designated critical habitat

3 • Is a designated natural or scenic
i
a
area or will planned actions impact aonann adjacent nnate planning
natural or
scenic area? (References: 190-GM 410. 23 and . 24)
✓� No
Yes - If yes., encourage- landuser toyconsult with concerned
agencies, societies,. and individuals.. to arrive. at
mutually satisfactory land use ?nd treatment.
4 . Does.. the. planning area include. the. 10.0.-year, faood: plain?-
(References:. N.CPM.; 190.-GM 410.25;; FiUD Flood. Plain, maps)
f No
Yes - If yes,.
-- Is the. assisted: action. likely to have significant
adverse effects on existing: natural and beneficial
values in the flood: pla-in?
-- Is there a practical. alternative: outside the flood
plain?-
Has. the flood plain_ been used for agricultural
production- for at l,eas.t. 3. of: the: -last 5. years?
5 • Is an. archaeological or historical site. located in- the planning
area.? (References: NCPM_; 4 20-GM 4 01;- National Register. of
Historic Places)
. ✓� No
Yes - If yes, have steps. been: taken, to ensure the
protection of this area?
6 . Are there any prime, unique, or locally important farmlands- in
the operating unit?' (:References: 310-GM)
No.
Yes - If yes, identify on a soils map or legend . /j�-/3
7 • Will the action result in sodbusting.
L�-� No Yes
8 • will the action result in swampbusting?
`•'� No
Y.e s
9. Is there a potential for. controversy? From. whom? Aof j OIA i
No ✓ Yes: 1.0/0 �

10 . Are permits required?/Should the person contact permit agencies?
No L-1 -)�_ Yes
J When an environmental factor or resource is identified on the
site, the user will refer to the appropriate reference for policy
and document the appropriate action in the notes portion of this
form.
NOTES, DOCUMENTATION, FOLLOW-UP
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c` f,er�c�:l t°�t•e ':C-LNG-S4
September 1980
File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landc',tiner ,��v ve Count L�,
-- y ,o ,
Cci:��un ty or Group No. G -gyp Conservation Plan No.
Estir«:ted Depth of Water-to Top.of .Dan j,Z•p : Ft. Length of Flood Pool Ft.
Date of Field Hazard Investigation
rvalu;:ticn by -i-each of flood plain downstream to the point of estimated minor effect
.from sudden dan-f a i l ure :, �� ►.
• :: =� Lp Est. Elev. -:-Est. ! evation
. ': ':3 - • : , Kind of °'` Improvements:"f I'of :breach
Reach: Length:. Width: Slope:;; La:nd Use ' .;' " Improvements Above,.;, �:Floodwater; Above
flood Plain:° :Flood Plain
• Ft.
• t
Describe potential; for lossof life' and•damaige� to existing or probable future -downstream
improvements from a suddenbreach one I Ael)y Jp0 761- 4-0 41'dip Qrrh�r'`�.Fu�oo��
t-Qx ,)ZDOQ 7`'- -to I-a,%e-I,•i2'1 d�
r
Hazard Clas',sification of Dam (0 b, c) (see NEM-Part 520.21)
Dam Classification (I , II , III , Iv, v)
By. Date 6 "- — Cf3
Ana title
Concurred-By Date d_�`� 5 3
name title
NOTE: 1. Instructions 'on reverse side.
2, Attach additional. sheets- as needed:

1
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rC•EwG•t�
X-C 34F a"2 1 U;I'URE
Rev. 7/a1
,aracr..�ticr+ Sav{cn
PLAN OF EXCAVATED WASTE STORAGE PIT
NAME: RousE SSE Date : 5/z'�93
Count:: L.�P� n
Address:
S� 5 -7c
LEx6TN yoo
\ SIDE SLOPE 3 TO 1
Y c \ �3 S AVE. ter ELEY.
Q
�' ~o \� //��•~°~
---ri0 SECTION ---—
_0 31.5
EVE. SOTTOW ELEt. /
L ERG T}1
(Sea bock for volume CA(CU 14 0 0M)
use of facility: V"J as-rc -rAG7A�Ir'Menr LAGmor\
Capacity: �CF�3R5� _G lions 88o�►95 Ft3
Soil Type:
Bench Mark Description z +" Swcz'? cuA^
,APfe0)C. oo -50 .4 of D oY'o0
Batton Elev.
Normal Liquid Level Elev._ 1-1.s
Storage for normal Precip. (+) - '
tax imum Liquid Level Elev.
4-!•S
25 ;rr. Storm Storage (+) 7 •
Crest ESW Elev.
Max.Flow Depth (+) Ft.
Freaboard (+� /,0 Ft.
•` Top of Dam
Elev.•_� 7 5.5

KOUS e 1',
Dl1Dc �l
CYPICAt. V !1;W Of A UNF-STACF: LAGOON SY;:TF.M
Confiriment Building 'rop tciti, r2"
Settled Top Tlevation 3.5
Pipe invert Elevation
SS 3
Pit ', SS _,.3_: i SS 3 : )
r —
' TREATMENT
LAGOON
11 Depth
" Pipe (Needs to he adequately
supported)
Bottom glevation 31.5

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DESIGN SUMMARY
f
OPERATOR : R v5e Ivey
I _ UN T''
T't'PE OPERATION: t{' 70 Feedar j F)'4) s�
I
Please review the attached plans and specifications carefully.
Retain this for your use and records. You must complete and mail
;your DEH certification prior to stocking of animals .
The pad dimensions and grades are the best estimates .
The
BUILDEAR or CONTRACTOR is responsible for final layout of the
ajS .
1
'she actual amount of material required for pads and dam may vary
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
--cation of the borrow area .
Best Estimates : Total Required Volume (cu. ft. ) : 30L- 917
Actual Design Volume (cu . ft. ) : 3. ��'6 4 4
Lagoon Excavation ( cu . yd . ) : /0-2 4
Dike/Pad Excavation ( cu. yd. ) :
TOTAL Excavation ( cu . yd ) : f0 Cl
G'JF;RCUT FOR LINER ( Cu. y [• �� d
d . ) 'k �• ��'t'9 lapno-n in�� ins c
Pad and Dike Fill ( cu. yd. : 3Ci )
TOTAL Fill ( cu . yd . ) : 9
o-%111 I -f,o►
1 CLAY LINER ( cu. yd. )
I
Cut/Fill Ratio: 79r7 ho
iJob Class : "13L Date : I oil;Iq5
Designed B y:
Approved By:
i
3

1
I
LAGOON DESIGN
Rouse Ivey County: Duplin Date : 10/06/95
ID: stancz- '�() nearest residence ( other than owner) : feet
1 . AVERAGE. LIVE WEIGHT (ALW ;
I ' sows ' farrow to f i n,s:r, ) >: 1417 lbs . - 0 lbs
sods ( arrow to feeder ) x 522 lbs. -
0 lbs
14 head ( finishingonly )C
1' ) r. 135 lbs . _ 198450 lbs sows ( farrow to wean } x 433 lbs . = 0 lbs
head ( wean to feeder ) x 30 lbs . - 0 lbs
Describe other
' � 0
Total Average Live Weight = 198450 lbs
!1IN�!tUN. REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 198450 lbs . ALW x Treatment Volume (CF ) /lb. ALW
Treatment Volume (CF ) / lb . ALW = 1 CF/lb. ALW
VCiume = 198450 cubic feet
I
STOF.AGE VOLUME FOR SLUDGE ACCUMULATION
` Volume 0 . 0 c u t)1 c feet No SjoRnc�_ FoR 5LUOGG Acc01rwLAsr&4
4 Pi:R OwNER'S Rk4utsT.
'"0^�.L DESIGNED VOLUME
Inside top length ( feet ) ---------- _ ----_-- 400 . 0
Inside top width ( feet ) ---------------------- 120 . 0
Top of dike elevation ( feet ) ----------------- 43. 9
Bottom of lagoon elevation ( feet) ------------ 31 . 9
Freebcard ( feet ) - ---------------------------- 1 . 0
Side slopes ( inside lagoon ) ------------------ 3. 0 1
i
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3 . 0 3 • 0 3 . 0 3 . 0 394 . 0 114 . 0 11 . 0
AP.EA 'OF TOP
LENGTI: ` WIDTH =
394 . :' 114 . 0 44916 (AREA OF TOP )
LAREA OF BOTTOM
LENGTH ` WIDTH =
320i • 0 48 . 0 15744 (AREA OF BOTTOM)
AREA OF MIDSECTION
�ENGTE. WIDTH 4
361 . 0 81 . 0 116964 (AREA OF MIDSECTION 4 )
CU . FT . _ (AREA TOP - ( 4 "AFZEA MIDSECTION ) + AREA BOTTOM ) DEPTH/6
44916 . 0 116964 . 0 15744 . 0 1 . 8
Total Designed Volume Available = 325644 CU . FT.
I
4

t
5. TE1--`.?ORyRY STORAGE REQUIRED
DPAINHCE AREA .
:.ayoon ( top of dike )
Length * Width =
400 . 0 120 . 0 48000 . 0 square feet
i
E>>ildzngs ( roof and lot water)
0 . 0 square feet Describe this area.
TOTAL DA 48000. 0 square feet
u�sign temporary storage period to be 180 days .
_A. Vclume of waste produced
Feces urine production in gal . /day per 135 lb. ALW 1 . 37
198450 lbs . ALW/ 135 lbs . ALW 1 . 37 gal/day 180 days
.plume = 362502 gals . or 48462 . 8 cubic feet
?B. Vclume of wash water
,his Is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
:he 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
4tc .
Vclume of rainfall in excess of evaporation
Use- period of time when rainfall exceeds evaporation by largest amount.
130 days excess rainfall - 7 . 0 inches
V01UMIP = 7 . 0 in * DA / 12 inches per foot
Volume = 28000 . 0 cubic feet
t
5

V'clume of 25
year - 24 hour storm
Volume = 7 . 5 inches / 12 inches per foot DA
Volume = 30000. 0 cubic feet
TOTAL REQUIRED TE14PORARY STORAGE
SA .
48463 cubic feet
`'B B . 0 cubic feet
28000 cubic feet
5D . 30000 cubic feet
TOTAL 106463 cubic feet
I Temporary storage -_-
period=- _==_ _ ___
Rainfall in excess of ev --' - - -`_-__`> 180 days
' 25 year - 24 hour rainfall ration` =_______, 7 . 0 inches
Freeboard=-------------- --__-_--_-> 7 . 5 inches
Si ;P sl��pes--===----__-----___-----_---__ > 1 . 0 feet
I::3iae -op length=--=--- ---> 3. 0 1
Inside top width=-==----___ --__--=> 400. 0 feet
Top of dike elevation====----=------=--==--=> 120. 0 feet
atom of lagoon elevati - - 43. 9 feet
on=
To-al required volume=== -----------------> 31 . 9 feet
304913 cu . ft.
3e�:sonai high watert le 325644 cu. ft.
Stc? Pumping elev __ b_ elevation (SHWT) ===> 39. 9 feet
t'•�st be >gor - to-the-SHW- ---------------> 40. 0 feet
t•!ust he > or - to min . req. elev. ___=____-_, 39 . 9 feet
P.ecuired minimum treatment volume =====_e===> 37 . 9 feet
VC,1L:me _�t stop --> 198450 cu .
pumping elevation= ft.
tart pumping elev. _ _ __---_---_=_> 207912 cu. ft.
Must be at 42 . 1 feet
bottom of freeboard^&'25-yr. ^rainfall
Actual volume less 25 yr. - 24 hr. rainfall==>Volume at start pumping elevation=========_= 295644 cu . ft.
Required volume �e > 290680 cu . ft.
to } pumped=
?c: :al volume planned to =-------------=> 76463 cu . ft.
be ump => 82769 cu . ft.
th:�ckness of soil liner pwhen drequired==>
1 . 8 feet
DESIGNED c3y : 1311_,Y APPROVED BY:
-
.�:. 3'95
[)ATE: 10(19 f 95
5 D ATTACHED WASTE, UTiLIZA T ION PLAN
N
6

'• S••'u U. S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
I FALRMEI:'S NA,NtE_'
SATE DISTRICT_
- COUNTY
C. S PIiOTC) SIIF:F7 Nc)
►— WORK UNIT -
` WATERSIiEb AREA 'MFASUREMENTS
I CROPLAND ACRES PASTLIR
I _ E ACRES
I�0DLk 'D- A(.i;E S TOTAL ACRES POND CLASS WORK UNIT CONSERVATIO::
SK:-TCIST
i ��= PitI�P OSF:I) F'n-D SHOWING WHERE BORINGS WERE
L r c oo,nt +n Loose refe►en cfnter line o/dam and tdertf/j/ on sketcAAPProt• ale 1rr feet)
---------------
I —1�-• r�O it` I
i I r
^M + BORING NUMBER AND PROFILE
kc"
old ;.cr do," s,♦ unC sntauwV borsnpf /r*s!•/Ae.t I(
tC•°^r•^ue' an Doss "Ae+v netcjsa / Donded arm and bo►*vsu pit bo►rnpt•/fvorQtf wstA urmca/r'rd line J
SCALE ry Shoo+water taDtf e/esrafions on do -sit e borfnps.
1 I-2-1 2' I; 6 7 8 10 11 12 13 S
I 15 16 17 18 19 22 21 2,3
M I ,Vi
ll 11 11
1+ II I
/�•. il. �.w� I� II•.r r I�.�I I� ` i I I j 1
�—__ '� /•, ly—II Ala I�. ._ - II � I ` �' sf�' I
.._-- --... .__�_._.._._--- �-• --• �_ _�__ ! I.�'�'�:t' I it r'✓' I I�/��
- .. -- ------ �_-..._—..._ ----�— SIGNATURE & TITLE Gle.. C�:�to.,�.�•5r t
7

TYPES OF MIATE:RIAL ENCOUNTERED IN BORINGS
tUsc on(, of systems below)
UiNIFIED CLASSIFICATION
USDA CLASSIFICATION
G�4•-'Hell graded gravels; P,ravel, sand mix
GP-Poorly graded gravels B-gravel
GM S:It, V.-avels; gravel-sand-silt mix s-sand
GC- --:a e•. avers; gtavcl-sand-cla mix 1 vfs-very fine sand
1'- Y sl sandy loam
S'� well graded sands; sand-gravel mix
cP-Poorly graded sands fsl-fine sandy loam
SM-Si lty sand I I-loam
SC-Clayey sands; sand-clay mixtures 91-gravelly loam
ML-Silts;silty,v, fine sands;sand or cla a st'silt
Y y y silt sil-silt loam
CL-Crays of Iow to medium plasticity cl-clay loam
CH-I-orgar,:c clays of high plasticity As s:ItS sicl-silty clay loam
:..
DL G:genic .;:its and sixty clays, low plasticit• scl-sandy clay loam
)1i C•:ganic trays, medium to high plasticity �' sic-silty clay
c-clay
I i• Suitable =atr.nal for ern5n.•1lc_-aent -
„d,f Q Yee No r/ne,,ar, u,nrrt roearro on fh% i}eren on
Mull
LAJ rl C E'v q C c ,c y.
." /••' G: t - �-= • ,- � C•vi�. Jr/}G 5 fro L�S .�/ .Z�; 3
hazarde requiring epecia] attention in deal
gn (SttDQpt, IDrinp.•JOGk trGJ
GF—',,'ERA-L RFgARKS. -
r
i:c ! 6- 2' 1 25:' 29 30 '31 132 i 33 j 34 ' 35
•' - _,t%,-- r
I li I 'I I 36l1 373i 39 40 41 42
43 44 45 46 47 48 49 50 51
_ r ' I

1
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
ILandowner Rouse Ivev County Duplin
IEstimated Depth of Water to Top of Dam +7 Ft. Length of Flood Pool 100 Ft.
Dare: of' Field Hazard Investigation 9-25-95
1 1:-,aluatron by reach of flood lain downstream to the point of estimated minor effect. p p from sudden
jar- fariure
Est. Elev. Est. Elev.
Kind of Improvements; of Breach
Reach Length Widih Slope Land Use Improvements Above Floodwater Above
Flood Plain Flood Plain
Ft. Ft. %, Pasture None 10 ft. Minimal
l 1 100 50 3
DeSLI-Ibe otential for 1 ,
1 0 oss c f life and damage to existing or probable future downstream improvements
'or i, sudden breach. A sudden failure of the structure will not cause significant damn e� to any
:111Lrc�ements. The immediate surrounding area is very flat in topog_raghy. Therefore the flood wall
ZI LiuickP, disepate. The structure is approximately 450 feet from Little Marsh tributary which leads
,c 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
N RCS Dam Classification (I. 11, 111, IV, V) 1II
Bv ' Y
Date I o 1/,9T,95-
Nr F!o d Adam . P r.
9

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_1 UNITED STATES SOIL
DEPARTMENT OF CONSERVATION
AGRICULTURE SERVICE
------------------------------------------------------------
WASTE MANAGEMENT FACILITY SITE EVALUATION
F
G-EllERAL INFORMATION
------------ LO CAT ION--QLk2-"s-Cqu sy__--
--- --- -------------
t ---------- --------
----------
-------------
------------------
' ---------------------- ----------------
TEL=PHONE-�`1'- A------ SIZE OPERATION-141CL--j- C3,AvN
------------
LOCATION DATA
DATA
DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY
100-YEAR FLOOD PLAIN? YES----- NO-2( -
lf yes, SCS cannot provide assistance.
IS SITE AT LEAST 100 FT. FROM A "BLUE LINE"
PERENNIAL STREAM? YES--x-- NO----
If no , site m&st be relocated .
ff
' if --- ; =TE WITHIN 1 MILE ZONING JURISDICTION
--. MUNICIPALITY? YES----- NO-�-
yes, landowner should consult with local- zoning board
a--out required permits . Permits must be obtained prior
I
o design approval.
. I 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
IR
II�'ai J
40

WETLANDS
WILL SITE INVOLVE CLEARING WOODLAND OR ANY
NON—CROPLAND?
YES----- NO—x—
If yes, producer must complete a Form AD-1026.
WILL ACTION RESULT IN SWAMPBUSTING? YES---- NO----
IF WETLANDS ARE INVOLVED, IT IS THE RESPONSIBILITY OF THE
PRODUCED, TO CONTACT THE US A .MY CORP OF ENGINEERS AND THE
DIVISION Or ENVIRONT ENTAL MANAGEMENT TO DETERMINE IF
j ADDITIGNAL PE
RJ.17TS ARE REQUIRED. NO WETLANDS SHOULD BE
jALTERED UNTIL PRODUCER RECEIVES WRITTEN APPROVAL FROM SCSI
US AR!'Y CORP -OF ENGINEERS AND NC DIVISION OF ENVIRONMENTAL
MANAGEMENT.
(A copy of AD-1026 and CPA-026 should. be attached to
�,. s ._e evaluation. )
I
OTHER EINVIRONMENT2A.L FACTORS
` IS ENDANGERED AND/OR THREATENED SPECIES HABITAT
PRESENT? YES----
IS A DESIGNATED NATURAL SCENIC AREA INCLUDED IN THE
PLANNII`G AREA OR WILL PLANNED ACTIONS IMPACT ON AN
,C, ACENT NATURAL SCENIC AREA? YES---- NO-IS AN ARCHAEOLOGICAL OR HISTORICAL SITE LOCATED IN THF, —
PLANNED AREA? YES---- NO—
A:R THERE PRIME, UNIQUE, STATE OR LOCALLY IMPORTANT
�RMLA`iDS IN THE OPERATING UNIT? YES---- NO--�—
';T L.L THE ACTIO14 RESULT IN SODBUSTING? YES---- NO —
i. Z Lf yes -o any of,' these quest 'ons, refer to form NC-CPA-16
for policy sources. The form does not need to be
compleCed.
VAN
ODOR CONTROL
HAS ODOR CONTROL BEEN DISCUSSED WITH PRODUCER. . . . . . . .
. . . . . . . .PREDOMINANT WIND DIRECTION? YES--x- NO----
. . . . . . . . POSSIBLE EXPANSION OF TREATMENT
VOLUME FROM i CU. FT. UPWARDS TO
I CU . FT. /LB . OF ANIMAL? YES-X- NO----
. . . . . PRECHA.RGING LAGOON WITH FRESH
r WATER TO AT LEAST 1/2 OF THE
CAPACITY? YES—�— NO----
. . USING GOOD SOU\tD JUDGMENT IN X
LAND APPLICAT ON OF WASTE? YES—t'— NO----
Page 2
It 41

WASTE MANAGEMENT
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAND
APPLY WASTE? YES—X No----
IF NO, DOES PRODUCER HAVE ACCESS TO
MORE LAND? YES---- NO----
IF
F2.
LAND IS NOT OWNEDBY PRODUCER,
CAN PRODUCER GET AGREEMENT ON LAND
ON WHICH TO APPLY WASTE? YES------ NO----
(Attach Waste Utilization Plan to site evaluation. )
..; '
Um ! SOIL INVESTIGATION -- VALID ONLY IF SOIL INVESTIGATION
SHEET ATTACHED
!S SOIL SUITABLE: FOR LAGOON? YES------ NO- --- L"^�r vegv;red ;r,
_ 1S A CLAY LINER REQUIRED? - �-_ cfr�a.. 5er'co,s
IF YES , IS CLAY AVAILABLE ONSITE? YES- -X-- NO--------
QUESTIONABLE---------
IS A CORE TRENCH REQUIRED? YES------- NO--&--
{ (Attach sail investigation sheet to site evaluation. )
S_ _ E APPROVED YES-"- NO-------- CONDITIONAL--------
COMMENTS"Ou"
---------------------------------------------------------
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--Z-'� l- =�" ----- DATE-
• Page 3
Q5
42

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w THE EXECUTION 07A € Qt1/Zi INSTRUMENT.
WITNESS MY HAND AND OFFICIAL SEAL OR STAMP DEC, I7, 1987 Scale 11f-2 I
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INSECT CONTROL CHECKLIST FOR ANIMAL OPERAT
IONS
NS
1114rce Cause
BMP's to Minim oriie Od
• Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids
( ush system is designed and operated
sufficiently to remove accumulated
soil s from gutters as designed.
(7'Remove bridging of accumulat
ed solids at
discharge
Lagoons and Pits ,Crusted Solids
( aintain 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 Vegetative -
Decaying vegetation
Growth () intain vegetative control along banks of
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage
() Design, operate and maintain feed systems (e.g.
bunkers and troughs) to minimize the accumulation
of decaying wastage.
O Clean up spillage on a routine basis (e,
interval during summer; 15-30 day interval during winter).
..ed Storage Accumulations of feed residues
O Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
()Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Areas '
Accumulations of animal wastes • . ()Eliminate low area that trap moisture alon fe
and feed wastage g nces
and other locations where waste accumulates and
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),
Ak .ovember 11, 1996

Dry Manure Handling Accumulations of animal wastes () Remove spillage on a routine basis (e.g.7-10 day
Systems 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 stripes around stockpiles and manure handling
areas as needed.
The.issues checked 4-�pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been reviewed with me.
(Landowner Signatur
Gorctao Rby= 1: V T Fe-tro"
(Farm Name)
.3 9 P=w►+ i9 W 3 I QO 31
(Facility Number)
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC
2 rl'�-7613.
AMIC--November 11, 1996

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BMP's to Minimize Odor Site Specific Practices
Farmstead Swine production egetative or wooded buffers;
H'9ecommended best management
practices;
(4,600d judgment and common senso.
Animal body surfaces Dirty manure-covered animals (14)1�floors
Floor surfaces Wet manure-covered floors (yrsiotted floors;
(LlWterers located over slotted floors;
() Feeders at high end of solid floors; .
{drape manure buildup from floors;
( nderfloor ventilation for drying
Manure collection pits Urine . ( requent manure removal by flush,pit
reeccharge,or scrape
Parital micorbial decomposition {y'Underfloor ventilation
Ventilation exhaust fans Volatile gases; (i4ran maintenance;
Dust ( ficient air movement
Indoor surfaces Dust ( ashdown between groups of animals
() Feed additives;
() Feeder covers;
() Feed delivery downspout extenders to
feeder covers
f- 01,11h tanks Agitation of recycled lagoon {) Flush tank covers
liquid whiles tanks are filling () Extend fill lines to near bottom of
tanks with anti-siphon vents
Flush alleys Agitation during wastewater NLUrde'rfloor flush with underfloor
conveyanance ventilation
Pit recharge points Agitation of recycled lagoon () Extend rechard lines to near bottom of
liquid while pits are filling pits with anti-siphon vents
Lift stations Agitation during sump tank filling (}Sump tank covers
and drawdown
Outside drain collection Agitation during wastewater () Box covers
or junction boxes conveyance
End of drainpipes at lagoon Agitation during wastewater (} Extend discharge point of pipes
underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions ( roper lagoon liquid capacity
Biological mixing (tCSrrect lagoon startup procedures
Agitation ( inimum surface area-to-volume ratio
( ntmum agitation when pumping
() Mechanical aeration
() Proven biological additives
Irrigation sprinkler nozzles High pressure agitation ()_ i crate on dry days with little or no wind
Wind draft ( ini um recommended operation pressure
ump intake near lagoon liquid surface
() Pump from second-stage lagoon
AMOC—November 11, 1996

.orage tank or basin Partial rriicrobiaf decomposition () Bottom or midlevel loading
surface Mixing while filling ()Tank covers
Agitation when emptying () Basin surface mats of solids
() Proven biological additives or oxidants
Settling basin surface Partial micobial decomposition () Extend drainpipe outlets underneath liquid
Mixing while filling level
Agitation when emptying () Remove settled solids regularly
Manure,slurry or sludge Agitation when spreading o' injection of slurry/sludges
spreader outlets Volatile gas emissions (')'Wash residual manure from spreader after use
()Proven biological additives or oxidants
Uncovered manure,slurry Volatile gas emissions while drying oil infection of slurry/sludges
or sludge on field surfaces (4�pa incorporation within 48 hours
Sproad in thin uniform layers for rapid drying
() Proven biological additives or oxidants
Dead animals Carcass decomposition roper disposition of carcasses
Dead animal disposal Carcass decomposition ()Complete covering of carcasses in burial pits
pits () Proper location/construction of disposal pits
Incinerators Incomplete combustion ()Secondary stack burners
Standing water around Improper drainage (' rade and landscape such that water drains
facilities Microbial decomposition of away from facilities
organic matter
ure tracked onto public Poorly maintained access roads ( arm access road maintenance
.is from farm access
Additional Information: Available From:
Swine Manure Management;0200 Rule/BMP Packet NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management: Pit Recharge--Lagoon Treatment;EBAE 128-88 NCSU-BAE
Swine Production Facility Manure Management: Underfloor Fluse--Lagoon Treatment;EBAE 129-88 NCSU-BAE
Lagoon Desig and Management for Livestock Manure Treatment and Storage;EBAE 103-83 NCSU-BAE
Calibration of Manure and Wastewater Application Equipment;EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings;PIH-33 NCSU-Swine Extension
Environmental Assuranc Program:NPPC Manual NC Pork Produces Assoc
Options for Managing Odor;a report from the Swine Odor Task Force NCSU Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies;PRO107, 1995 Conference Proceedings Florida Cooperative Extension
The issues checked ( pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
odor control measures as practical.
I certify the aforementioned odor control Best Managment Practices have been reviewed with me.
)�-on of
(Landownergig-nature)
AMOC—November 11, 1996

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

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) [phone]
EMERGENCY MANAGEMNET SERVICES (EMS) [phone]
SOIL AND WATER CONSERVATION DISTRICT (SWCD) [phone]
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) [phone]
COOPERATIVE EXTERSION SERVICE (CES) [phone]
This plan will be implemented in the event that wastes from your operation are.leaking,
overflowing or running off site. You should not wait until wastes reach surface waters
or leave you 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 ore may not be
possible. Suggested responses to some possible problems are listed belwo.
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 flows 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 flows in the house, flush systems, or solid separators.
E. Leakage from base or sidewallof lagoon. Often this is seepage as opposed
to flowing leaks-possible action:
a. Dig a small sump or ditch from the embankment to catch all
seepage, put in a submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.
1

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any 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: 919-733-3942. 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 movement of
the spill, weather and wind conditions. The corrective measures that have been
under taken, and the seriousness-of the sitution.
b. If spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Helath Department.
d. Contact CEs, phone number - , local SWCD office phone number - -, and local
NRCS office for advice/technical assistance phone number - -.
4. If none of the above works call 911 or the Sheriff's Department and explain you
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 off-
site damage.
a. Contractors Name: ?061ok L K
b. Contractors Address: Cc-tvr6o Atc
c. Contractors Phone:
6. Contact the technical specialist who certified the lagoon (MRCS, Consulting
Engineer, etc.)
a. Name: Gl a vi C.l;ZCIo-4
b. Phone: 910 —,S"2D I
7. Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste managment plan to
keep problems with release of wastes from happening again.
2

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 sca-te from which to read the application amount
without having to perform additional calculations. However, pans, Mastic buckets,
jars, or anything with a uniform opening and cross-section can be used provided
the liquid collected can be easily transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly
throughout the application area at several distances from sprinklers. For traveling
guns, sprinklers should be located along a transect perpendicular to the direction of
pull. Set out collection containers 25 feet apart along the transect on both sides of
the gun cart. You should compute the average application rate for all
nonuniformity of the application. On a windless day, variation between containers
of more than 30 percent is cause for concern. You should contact your irrigation
dealer or technical specialist for assistance.
*Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual

OPERATION & MAINTENANCE PLAN
Proper lagoon liquid 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 the thunderstorm season in the summertime. This means
that at the first signs of plant growth in the later winter/early spring, irrigation according to
a farm waste management plan should be done whenever the land is 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
irrigate 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 fertilizer applied should be
based on a soils test, but in the event that it is not practical to obtain
a soils test each year, the lagoon embankment and surrounding areas
should be fertilized with 800 pounds per acre of 10-10-10, or
equivalent.
Brush and trees on the embankment must be controlled. This may be
done by mowing, spraying, grazing, chopping, or a combination of
these practices. This should be done at least once a year and
possibly twice.in years that weather conditions are favorable for
heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter
the lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating
the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of
the lagoon and at least monthly and after major rainfall and storm events. Items to be
checked should include, as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes—look for:
1. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes

Lagoon surface—look for:
1. undesirable vegetative growth
2. floating or lodged debris '
Embankment—look for:
1. settlement, cracking, or "jug" holes
2. side slope stability—slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack of 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 renviewed 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 or repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that you
are not completely "surprised" by'equipment failure. You should perform your pumping
system maintenance at a time when your lagoon is at its low level. This will allow some
safety time should major repairs be required. Having a nearly full lagoon is.not the time
to think about switching, repairing , or borrowing pumps. Probably, if your lagoon is full,
your neighbor's lagoon is full also. You should consider maintaining an inventory of spare
parts or pumps.
Surface water diversion features are designed to carry all surface
drainage waters (such as rainfall runoff, roof drainage, gutter outlets,
and parking lot runoff) away from your lagoon and other waste
treatment or storage structures. The only water that should be
coming from your lagoon is that which comes from your flushing
(washing) system pipes and the rainfall that hits the lagoon directly.
You should inspect your diversion system for the following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You-should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this.to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an inflow 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
P g P
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 occour at least two weeks prior to the
addition of wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below
7.0, add agricultural lime at the rate of 1 pound per 1000 cubic feet of
lagoon liquid volume until the pH rises above 7.0. Optimum lagoon liquid
pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate
biological activity. Consultation with a technical specialist is recommended
if these conditions occur for prolonged periods, especially during the warm
season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily are
optimum for treatment. Pit recharge systems, in which one or more buildings are drained
and recharged each day, also work well.

Practice water conservation---minimize building water usage and
spillage from leaking waterers, broken pipes and washdown through
proper maintenance and water conservation.
Minimize feed wastage and spillage by keeping feeders adjusted. This
will reduce the amount of solids entering the lagoon
Management:
Maintain lagoon liquid level between the permanent storage level and
the full temporary storage level.
Place visible markers or stakes on the lagoon bank to show the
minimum liquid level and the maximum liquid lever (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.
Do not pump the lagoon liquid level lower that the permanent storage
level unless you are removing sludge.
Locate float u_ m intakes a roximately 1.8 inches underneath the liquid
surface and as faraway 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:

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 phosphores, it
should be applied only at rates equal to the crop removal of phosphorus. As with other
wastes, always have your lagoon sludge analyzed for its nutrient value.
The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions which
could increase the concern of neighbors.

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