310232_Application_20240216

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2024, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore,all applications
must be received by the Division of Water Resources by no later than April 3,2024.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
I. Certificate Of Coverage Number: AWS310232
2. Facility Name: Hunter Farms
3. Permittee's Name(same as on the Waste Management Plan): Milton R Hunter
4. Permittee's Mailing Address: 711 Cypress Creek Rd
City: Wallace State: NC Zip: 28466
Telephone Number: 910-271-0506 Ext. E-mail:
5. Facility's Physical Address: 805 Cypress Creek Rd
City: Wallace State: NC Zip: 28466
6. County where Facility is located: Duplin
7. Farm Manager's Name(if different from Landowner): Hunter- -
8. Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write "None"): Prestage Farms Inc
10. Operator Name(OIC): Milton R.Hunter Phone No.: 910-285-5719 OIC#: 19651
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 2,940
Operation Types:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13, Waste Treatment Lagoons,Digesters and Waste Storage Ponds(WSP):(Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure Type Estimated Liner Type Estimated Design Freeboard
Structure (Lagoon/Digester/ Date (Clay,Synthetic, Capacity Surface Area 'Redline"
Name WSP) Built Unknown) (Cubic Feet) (Square Feet) (Inches)
1 Lagoon 7/7/1992 Full,clay 587,004.00 74,100.00 19.50
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.10C(d), either by mailing to the address below or sending it via
email to the email address below.
The CAWMP must include the following components:
1.The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g. irrigation,injection,etc.)
b. A map of every field used for land application(for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2.A site map/schematic
3.Emergency Action Plan
4.Insect Control Checklist with chosen best management practices noted
5.Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7.Lagoon/storage pond capacity documentation(design,calculations,etc.) Please be sure the above table is
accurate and complete. Also provide any site evaluations,wetland determinations,or hazard classifications that may be
applicable to your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list,please include the additional components with your submittal.
(e.g.composting,digesters,solids separators,sludge drying system,waste transfers,etc.)
I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.

Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18
U.S.C.Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years,or both
for a similar offense.)
Print the Name of the Permittee/Landowner/Signing Official and Sign below.(If multiple Landowners exist,all landowners
should sign. If Landowner is a corporation,signature should be by a principal executive officer of the corporation):
Name(Print): ,4 e ,/ Title: U�y►�p�_
Signature: _a' Date: lZ T
Name(Print): Title:
Signature: Date:
Name(Print): Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636

atrient Management Plan For Animal Waste Utilizatic
02-21-2005
a
This plan has been prepared for This plan has been developed bi
Hunter Farms Billy WHouston
Doug&Milton Hunter Hygro Inc
7.0 Cypress Creek Rd 441 Cabin Street
Wallace,NC 28466 Pink Hill,NC 28572
910-285-5719 910-298-5426
Devel r 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 anima_l waste
management that are included with this plan.
o
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 Conservationj;pan.
I�� •.
Plan Approved /IV AR 2 7 ZUQ9
Technical Specialist Signature
18926o Database Version 3.1 Date Printed02-21-2005 Cover Page i

D
Nutrients applied in accordance with this plan will be supplied
from the following source(s):
Commercial Fertilizer is not included in this plan.
S7 Swine Feeder-Finish Lagoon Liquid waste generated 2,725,380 gals/year by a
2,94o animal Swine Finishing Lagoon Liquid operation.This production facility
has waste storage capacities of approximately 18o days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 6277
Incorporated 10780
Injected 11872
Irrigated 6823
Max.Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN Qbs) * Applied(ibs) Deficit Qbs) Applied(Gallons) Deficit(Gallons)
Year 1 6,823 10573 -3,750 4,223,422 -1,498,042
Year 2 6,823 10250 1 -3,427 1 4,094,162 1 -1,368,782
Note: In source ID,S means standard source,U means user defined soul
*Max.Available PAN is calculated on the basis of the actual application method(s)identified in the plan for 1
18926o Database Version 3.1 Date Printed02-21-2005 Source Page i of 1

s
The table shown below provides a summary of the chops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition,the Leaching Index for each field is shown,
where available.
Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index Soil Series Crop Sequence RYE
5744 15 0.72 0.72 N A Rains Corn,Grain 125 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 37 bu.
5744 16 2.12 2.12 N/A Goldsboro Corn,Grain 13o bu.
a Wheat,Grain 65 bu.
Soybeans,Manured,Double Crop 38 bu.
5744 17 2.53 2.53 N/A Goldsboro Corn,Grain 13o bu.
Wheat,Grain 65 bu.
Soybeans,Manured,Double Crop 38 bu.
5744 18 2.53 2.53 N/A Goldsboro Corn,Grain 13o bu.
Wheat,Grain 65 bu.
Soybeans,Manured,Double Crop 38 bu.
7948 1 4-901 4.92 N/A Foreston Corn,Grain 12o bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
7948 10 3.45 3.45 N/A Goldsboro Corn,Grain 13o bu.
Wheat,Grain 65 bu.
Soybeans,Manured,Double Crop 38 bu.
7948 11 0.63 0.63 N/A Goldsboro Corn,Grain 13o bu.
Wheat,Grain 65 bu.
Soybeans,Manured,Double Crop 38 bu.
7948 12 1.82 1.82 N/A Goldsboro Corn,Grain 13o bu.
Wheat,Grain 65 bu.
Soybeans,Manured,Double Crop 38 bu.
7948 13 3.011 3.01 N/A Goldsboro Corn,Grain 13o bu.
Wheat,Grain 65 bu.
Soybeans,Manured,Double Crop 38 bu.
7948 14 1.65 1.65 N/A Goldsboro Corn,Grain 13o bu.
Wheat,Grain 65 bu.
Soybeans,Manured,Double Crop 38 bu.
7948 2 4.11 4.11 N/A Foreston Corn,Grain 12o bu.
19026o Database Version 3.1 Date Printed 2/21/2005
PCS Page 1 of 2
NOTE: Symbol*means user entered d

` .
Planned Crops Summary
,, ..
Total Useable Leaching
Tract Field Acres Acres Index Soil Series Crop Sequence RYE
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
7948 3 4.03 4.03 N/A Foreston Corn,Grain 12o bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
7948 4 4-391 4.39 N/A Goldsboro Corn,Grain 13o bu.
Wheat,Grain 65 bu.
Soybeans,Manured,Double Crop 38 bu.
7948 5 4.28 4.28 N/A Goldsboro Corn,Grain 13o bu.
Wheat,Grain 65 bu.
Soybeans,Manured,Double Crop 38 bu.
7948 6 3.43 3.43 N A Goldsboro Corn,Grain 13o bu.
Wheat,Grain 65 bu.
Soybeans,Manured,Double Crop 38 bu.
7948 7 3.98 3.98 N/A Goldsboro Corn,Grain 13o bu.
Wheat,Grain 65 bu.
Soybeans,Manured,Double Crop 38 bu.
7948 8 o.961 0.96 N/A Goldsboro Corn,Grain 13o bu.
Wheat,Grain 65 bu.
Soybeans,Manured,Double Crop 38 bu.
7948 9 3.48 3.48 N/A Goldsboro Corn,Grain 13o bu.
Wheat,Grain 65 bu.
Soybeans,Manured,Double Crop 38 bu.
PLAN TOTALS: 52.02 52.02
LI PotmitWLeachm Technical Guidance
Low potential to contribute to soluble None
2 nutrient leaching below the root zone.
>=2& Moderate potential to contribute to Nutrient Management(590)should be planned.
soluble nutrient leaching below the
<=10 root zone.
High potential to contribute to soluble Nutrient Management(590)should be planned. Other conservation practices that
nutrient leaching below the root zone. improve the soils available water holding capacity and improve nutrient use efficiency
> 10 should be 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).
18026o Database Version 3.1 Date Printed 2/21/2005
PCS Page 2 of a
NOTE: Symbol*means user entered d

Narrative
WUP Revised to New Format. Written Based On Irrigation Design Completed By Billy Hall
18926o Database Version 3, Date Printed02-21-2005 Narrative Page i of 1

' ization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
The Waste Utilization p pe p
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,at -
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 includf
in the table to ensure that the plan adequately provides forthe utilization of the manure generated by the operation.
Waste Utilization Ta Year i
Nitroge Comm Res. Manure Liquid solid Liquid Solid
n Fert. (lbs/ PA Manure Manure Manure Manure
PA Nutrien A) Nutrien Applied Applied Applied Applied
Nutrien t tApplie (acre) (acre) (Field) (Field)
t A43PIied d
sourc Total Use. APPlic Reqd (lbs/A) Applies s 1000
Tract Field a Soil Series Acres Acres Crop RYE Period (144A) N N Metho N gal/A Tons i000 gals tons
5744 15 S7 Rains 0.72 0.72 Corn,Grain 125 bu. 2/15-6/30 135 0 20 Irrig. IL15 45.94 0.00 33.07 0.00
5744 1 15 S7 Rains 0.72 0.72 Wheat,Gain 55 bu. 9/1-4/30 1o6 0 0 Irrig. 641 25.40 0.00 18.29 0.00
b744 16 S7 Goldsboro 2.121 2.12 Corn,Grain i3o bu. 2/15-6/3o 148 0 20 Irrig. 128 51.13 0.00 108.39 0.00
5744 16 S7 Goldsboro 2.12 2.12 Wheat,Grain 65 bu. 9/1-4/30 136 o o Irrig. 82 32.59 0.00 69.10 0.00
5744 17 S7 Goldsboro 2.53 2.53 Corn,Grain i3o bu. 2/15-6/30 148 0 20 Irrig. 128 51.13 0.00 129-36 0.00
5744 17 S7 Goldsboro 2.53 2.53 Wheat,Grain 65 bu. 9/1-4/30 136 0 o Irrig. 82 32.59 0.00 82-46 0.00
5744 18 S7 Goldsboro 2.53 2.53 Corn,Grain 13o bu. 2/15-6/30 148 0 20 Irrig. 128 51.13 0.00 129.36 0.00
5744 18 S7 Goldsboro 2.53 2.53 Wheat,Grain 65 bu. 9/1-4/30 136 0 o Irrig. 82 32.59 0.00 82.46 0.00
7948 1 S7 Foreston 4-90 4.90 Corn,Grain 12o bu. 2/15-6/30 137 0 20 Irrig. 117 46.74 0.00 229.00 0.00
7948 1 S7 Foreston 4.90 4.90 Wheat,Grain 55bu. 9/1-4/30 115 0 o Irrig. 69 27-56 o.00 135.05 0.00
7948 10 S7 Goldsboro 3.45 3.45 Corn,Grain 130 bu. 2/15-6/30 148 0 20 Irrig. 128 51.13 0.00 176.39 0.00
7948 1 10 S7 Goldsboro 3.45 3.45 Wheat,Grain 65 bu. 9/1-4/30 136 0 0 Irrig. 82 32.59 0.00 112.45 0.00
7948 11 S7 Goldsboro o.63 o.63 Corn,Grain 13o bu. 2/15-6/30 148 0 20 Irrig. 128 51.13 0.00 32.21 0.00
7948 11 S7 Goldsboro o.63 o.63 Wheat,Grain 65 bu. 9/i-4/3o 136 0 o Irrig. 824 32.59 0.00 20.53 0.00
U7948 12 S7 Goldsboro 1.82 1.82 Corn,Grain i3o bu. 2/iS-6/30 148 0 20 Irrig. 128 51.13 0.00 93.05 0.00
12 1 S7 Goldsboro 1.82 1.82 Wheat,Grain 1 65 bu. 9/1-4/30 136 0 o Irrig. 82 32.59 0.00 59.32 0.00
18926o Database Version 3.1 Date Printed:2/21/2005 WUT Page 1 of 5

Waste M.. iion Ta ear i
Nitroge Corn Rea. Manure Liquid Solid Liquid Solid
n Fe A. Obs/ PA Manure Manure Manure Manure
PA Nutrien A) Nutrien Applied Applied Applied Applied
Nutrien t tAppiie (acme) (acre) (Field) (Field)
t Applied d
Sourc Total Use. Applic 19 s A Applic 1000
Tract Field a Soil Series Acres Acres Crop RYE period (1b14A) N N Meth N gal/A Tons loon gals tons
7948 13 S7 Goldsboro 3.01 3.01 Corn,Grain 13o bu. 2/15-6/30 148 0 20 Irrig. 128 51.13 0.00 153.90 0.00
7948 13 S7 Goldsboro 3.01 3.01 Wheat,Grain 65 bu. 9/1-4/30 136 0 o Irrig. 821 32.59 0.00 98.11 0.00
7948 14 S7 Goldsboro 1.65 1.65 Corn,Grain 13o bu. 2/15-6/30 148 0 20 Irrig. 128 51.13 0.00 84.36 0.00
7948 14 S7 Goldsboro 1.65 1.65 Wheat,Grain 65 bu. 9/1-4/30 136 0 0 Irrig. 82 32.59 0.00 53.78 0.00
7948 2 S7 Foreston 4.11 4.11 Corn,Grain 12o bu. 2/15-6/30 137 0 20 Irrig. 117 46.74 o.00 192.08 0.00
7948 2 S7 Foreston 4.11 4.11 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Irrig. 69 27.56 moo 11
3.28 0.00
7948 3 S7 Foreston 4.03 4.03 Corn,Grain 12o bu. 2/15-6/30 137 0 20 Irrig. 117 46.74 o.00 188.34 0.00
7948 3 S7 Foreston 4.03 4.03 Wheat,Grain 55 bu. 9/1-4/30 115 0 o Irrig. 69 27-56 0.00 111.07 0.00
7948 4 S7 Goldsboro 4.39 4.39 Corn,Grain 13o bu. 2/15-6/30 148 0 20 Irrig. 128 51.13 0.00 2
24.45 0.00
7948 4 S7 Goldsboro 4.39 4.39 Wheat,Grain 65 bu. 9/1-4/30 136 0 0 Irrig. 82 32.59 0.00 143.09 0.00
7948 5 S7 Goldsboro 4.28 4.28 Corn,Grain 13o bu. 2/15-6/30 148 0 20 Irrig. 128 51.13 0.00 218.83 0.00
7948 5 S7 Goldsboro 4.28 4.28 Wheat,Grain 65 bu. 9/1-4/30 136 0 0 Irrig. 82 32.59 0.00 139.50 0.00
7948 6 S7 Goldsboro 3.43 3.43 Corn,Grain 13o bu. 2/15-6/30 148 0 20 Irrig. 128 51.13 0.00 175.37 0.00
7948 6 S7 Goldsboro 3.43 3.43 Wheat,Grain 65 bu. 9/1-4/30 136 0 o Irrig. 82 32.59 0.00 111.8o 0.00
7948 7 S7 Goldsboro 3.98 3.98 Corn,Grain 13o bu. 2/15-6/30 148 0 20 Irrig. 128 51.13 moo 203.49 0.00
7948 7 S7 Goldsboro 3.98 3.98 Wheat,Grain 65 bu. 9/1-4/30 136 0 0 Irrig. 82 32.59 0.00 129.73 0.00
7948 8 S7 Goldsboro o.96 o.96 Corn,Grain 13o bu. 2/15-6/30 148 0 20 Irrig. 128 51.13 0.00 49.08 0.00
7948 8 S7 Goldsboro o.96 o.96 Wheat,Grain 65 bu. 9/1-4/30 136 0 o Irrig. 82 32.59 0.00 31.29 0.00
U7948 9 S7 Goldsboro 3.48 3.48 Corn,Grain 13o bu. 2/15-6/30 148 0 20 Irrig. 128 51.1 0.00 177.93 0.00
9 1 S7 Goldsboro 3.48 3.48 Wheat,Grain 65 bu. 9/1-4/30 136 0 o Irrig. 1 8 32.59 0.00 113.45 0.00
18926o Database Version 3.1 Date Printed:2/21/2005 WUT Page 2 of 5

AWaste U tion Ta ear i
Nitroge Ccnm Res. Manure Liquid Solid Liquid Solid
n Fert. Qbs/ PA Manure Manure Manure Manure -
PA Nutrien A) Nutrien Applied Applied Applied Applied
Nutrien t tApplie (acre) (acre) (Field) (Field)
t Xpplied d
Sourc Total Use. Applic n; s A ApplicTf5UV l000
Tract Field a Soil Series Acres Acres Crop RYE Period GbP fA) N N Metho N gal/A Tons loon gals tons
Total Applied,woo gallons 4,223.4
Total Produced,l000 gallons 2,725.38
Balance,woo gallons -1,498•0
Total Applied,tons o-oo
Total Produced,tons o-oo
Balance,tonsi 1 o_oo
Notes: i. In the tract column, symbol means leased,otherwise,owned. 2. Symbol*means user entered data.
18926o Database Version 3.1 Date Printed:2/21/2005 WUT Page 3 of 5

Waste U lion Ta Agar 2
Nitroge Comm. Res. Manure Liquid Solid Liquid Solid
n Fert. (lbs/ PA Manure Manure Manure Manure'
PA Nutrien A) Nutrien Applied Applied Applied Applied
Nutrien t tApplie (acre) (acme) (Field) (Field)
t Applied d
Sourc Total Use. Applic !Fe1 s A Applies TrSFIXT loon
Tract Field a Soil Series Acres Acres Crop RYE Period (1bP4A) N N Metho N gal/A Tons loon gals tons
5744 15 S7 Rains 0.72 o.72 Wheat,Grain 55 bu. 9/1-4/30 1o6 0 o Irrig. 42 16.94 0.00 12.19 0.00
5744 15 S7 Rains 0.72 0.72 Soybeans,Manured,Double Crop 37 bu. 4/1-9/15 143 0 0 Irrig. 143 57.12 0.00 41.13 0.00
5744 16 S7 Goldsboro 2.12 2.12 Wheat,Grain 65 bu. 9/1-4/30 136 0 0 Irrig. 54 21.73 0.00 46.07 0.00
5744 16 S7 Goldsboro 2.12 2.12 Soybeans,Manured,Double Crop 38 bu. 4/1-9/15 149 0 o I Irrig. 149 59-52 0.001 126.18 0.00
5744 17 S7 Goldsboro 2.53 2.53 Wheat,Grain 65 bu. 9/1-4/30 136 0 o Irrig. 4 21.73 0.00 54.98 0.00
5744 17 S7 Goldsboro 2.53 2.53 Soybeans,Manured,Double Crop 38 bu. 4/1-9/15 149 0 o Irrig. 149 59.52 0.00 150.58 0.00
5744 18 S7 Goldsboro 2.53 2.53 Wheat,Grain 65 bu. 9/1-4/30 136 0 o Irrig. 54 21.73 0.00 54.98 0.00
5744 18 S7 Goldsboro 2.53 2.53 Soybeans,Manured,Double Crop 38 bu. 4/1-9/15 149 0 o Irrig. 14 59-52 0.00 150.58 0.00
7948 1 S7 Foreston 4.90 4.90 Wheat,Grain 55 bu. 9/1-4/30 115 0 o Irrig. 46 18-37 0.00 90.03 0.00
7948 1 S7 Foreston 4.90 4.90 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 Irrig. 133 53.13 0.00 26o.32 0.00
7948 10 S7 Goldsboro 3.45 3.45 Wheat,Grain 65 bu. 9/1-4/30 136 0 0 Irrig. 54 21.73 0.00
74.97 0.00
7948 10 S7 Goldsboro 3.45 3.45 Soybeans,Manured,Double Crop 38 bu. 4/1-9/15 149 0 o Irrig. 149 59-52 0.00 205.33 0.00
7948 11 S7 Goldsboro o.63 0.63 Wheat,Grain 65 bu. 9/1-4/30 136 0 o Irrig. 54 21.73 0.00 13.69 0.00
7948 11 S7 Goldsboro o.63 o.63 Soybeans,Manured,Double Crop 38 bu. 4/1-9/15 149 o o Irrig. 149 59-52 0.00 37.50 0.00
7948 12 87 Goldsboro 1.82 1.82 Wheat,Grain 65 bu. 9/1-4/30 136 0 o Irrig. 54 21.73 0.00 39.55 0.00
7948 12 S7 Goldsboro 1.82 1.82 Soybeans,Manured,Double Crop 38 bu. 4/1-9/15 149 0 0 Irrig. 149 59.52 0.00 1o8.32 0.00
7948 13 1 S7 Goldsboro 3.01 3.01 Wheat,Grain 65 bu. 9/1-4/30 136 0 o Irrig. 54 21.73 0.00 65.41 0.00
7948 13 S7 Goldsboro 3.01 3.01 Soybeans,Manured,Double Crop 38 bu. 4/1-9/15 149 0 o Irrig. 149 59.52 0.00 179.15 0.00
7948 14 S7 Goldsboro 1.65 1.65 Wheat,Grain 65 bu. 9/1-4/30 136 0 o Irrig. 54 21.73 0.00 35.85 0.00
7948 14 S7 Goldsboro 1.65 1.65 Soybeans,Manured,Double Crop 38 bu. 4/1-9/15 149 0 o Irrig. 149 59-52 0.00 98.20 0.00
79iL
2 S7 Foreston 4.11 4.11 Wheat,Grain 55 bu. 9/1-4/30 115 0 o Irrig. 4 18.3 0.00 75.5 0.00
2 S7 Foreston 4.11 4.11 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 o Irrig. 133 53.13 0.00 218.35 0.00
18926o Database Version 3.1 Date Printed:2/21/2005 W TT Page 4 of 5

AWaste UtDation Ta ear 2
Nitroge Comm. Res. Manure Liquid Solid liquid Solid
n Fert. Obs/ PA Manure Manure Manure Manure -
PA Nutrien A) Nutrien Applied Applied Applied Applied
Nutrien t tApplie (acre) (acre) (Field) (Field)
t Applied d
Sourc Total Use. Applies F- A Applie 7WIT, l000
Tract Field a Soil Series Acres Acres Crop RYE Period (lbPjA) N N Metho N gal/A Tons l000 gals tons
7948 3 S7 Foreston 4.03 4.03 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Irrig. 46 18.3 0.00 74.05 0.00
7948 3 S7 Foreston 4.03 4.03 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 o Irrig. 133 53A3 0.00 214.10 0.00
7948 4 S7 Goldsboro 4.39 4.39 Wheat,Grain 65 bu. 9/1-4/30 136 0 0 Irrig. 54 21.73 0.00 95.39 0.00
7948 4 S7 Goldsboro 4.39 4.39 Soybeans,Manured,Double Crop 38 bu. 4/1-9/15 149 0 o Irrig. 149 59.52 0.001 261.28 0.00
7948 5 S7 Goldsboro 4.28 4.28 Wheat,Grain 65 bu. 9/1-4/3o 136 0 o Irrig. 54 21.73 0.00 93.00 0.00
7948 5 S7 ldsboro 4.28 4.28 Soybeans,Manured,Double Crop 38 bu. 4/1-9/15 149 o o Irrig. 149 59-52 0.00 254.73 0.00
7948 6 S7 Goldsboro 3.43 3.43 Wheat,Grain 65 bu. 9/1-4/30 136 0 0 Irrig. 54 21.73 0.00 74.53 0.00
7948 6 S7 Goldsboro 3.43 3.43 Soybeans,Manured,Double Crop 38 bu. 4/1-9/15 149 0 o Irrig. 149 59.52 0.00 204.14 0.00
7948 7 S7 Goldsboro 3.98 3.98 Wheat,Grain 65 bu. 9/1-4/30 136 0 o Irrig. 54 21.73 0.00 86.48 0.00
7948 7 S7 Goldsboro 3.98 3.98 Soybeans,Manured,Double Crop 38 bu. 4/1-9/15 149 0 0 Irrig. 149 59-52 0.00 236.88 0.00
7948 8 S7 Goldsboro o.96 o.96 Wheat,Grain 65 bu. 9/1-4/30 136 0 o Irrig. 54 21.73 0.00 20.86 0.00
7948 8 S7 Goldsboro o.96 o.96 Soybeans,Manured,Double Crop 38 bu. 4/1-9/15 149 0 o Irrig. 149 59.52 0.00 57.14 0.00
7948 9 1 S7 Goldsboro 3.48 3.48 Wheat,Grain 65 bu. 9/1-4/30 136 0 o Irrig. 54 21.73 0.00 75.62 0.00
7948 9 1 S7 Goldsboro 3.48 3.48 Soybeans,Manured,Double Crop 38 bu. 4/1-9/15 149 oLI Irrig. 149 59.5 0.00 207.12 0.00
Total Applied,l000 gallons 4,094.1
Total Produced,l000 gallons 2,725.38
Balance,l000 gallons -1,368.78
Total Applied,tons 0.00
Total Produced,tons 0.00
Balance,tons 0.00
Notes: i. In the tract column,-symbol means leased,otherwise,owned. 2. Symbol* means user entered data.
18926o Database Version 3.1 Date Printed: 2/21/2005 WUT Page 5 of 5

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 maybe applied to each field selected to receive
wastewater. It also lists the maximum application amount that each field may receive in anyone application event.
Irrigation Application Factors
Application Rate Application Amount
Tract Field Soil Series (inches/hour) (inches)
5744 15 Rains 0.40 1.0
5744 16 Goldsboro 0.50 1.0
5744 17 Goldsboro 0.50 1.0
5744 18 Goldsboro 0.50 1.0
7948 1 Foreston 0.50 1.0
7948 10 Goldsboro 0.50 1.0
7948 11 Goldsboro 0.50 1.0
7948 12 Goldsboro 0.50 1.0
7948 13 Goldsboro 0.50 1.0
7948 14 Goldsboro 0.50 1.0
7948 2 Foreston 0.50 1.0
7948 3 Foreston 0.50 1.0
7948 4 Goldsboro 0.50 1.0
7948 5 Goldsboro 0.50 1.0
7948 6 Goldsboro 0.50 1.0
7948 7 Goldsboro 0.50 1.0
7948 8 Goldsboro 0.50 1.0
1- 7948 9 lGoldsboro, 0.50 1.0
iRn�hn Tlataha.cP VPrcinn Q.1 TlatP Printpd 9/9i/gnnr T A F PauP i of 1

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 i000 gal/ac 5 Years Accumulation to Years Accumulation 15 Years Accumulation
Swine Feeder-Finish Lagoon Sludge-Standard
Corn 12o bu 150 13.16 36.86 73.71 110.57
Hay 6 ton RY.E 300 26.32 18.43 36.86 55.29
Soybean 40 bu 16o 14.04 34.55 69.11 103.66
18926o Database Version 3.1 Date Printed02-21-2005 Sludge Page 1 of i

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.
1railableWaste Storage Capacity
iouree Namt Swine Feeder-Finish Lagoon Liquid Design Storage Capacity(Days)
Start Date 1 18o
Plan Year Month Available Storage Capacity(Days)#
1 1 28
1 2 70
1 3 10
1 4 149
1 5 180
1 6 18o
1 7 149
1 8 118
1 9 124
1 10 12
1 11 1,135
1 12 180
2 1 18o
2 2 18o
2 3 18o
2 4 18o
2 5 18o
2 6 180
2 7 18o
2 8 18o
2 9 18o
2 10 1.49
2 11 11
2 12 88
*Available Storage Capacity is calculated as of the end of each month.
18926o Database Version 3.1 Date Printed02-21-2005 Capacity Page 1 of 1

e
Required Suecifications For Animal Waste Management
i. 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
io 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 disldng
after waste application. Waste should not be applied when
there is danger of drift from the land application field.
18926o Database Version�.1 Date Printed:2/21/2005 ftecification Page 1

6. When animal waste is to be applied on acres subject to
flooding, waste will be soil incorporated on conventionally
tilled cropland. When waste is applied to conservation
tilled crops or grassland, the waste may be broadcast
provided the application does not occur during a season
prone to flooding (see "Weather and Climate in North
Carolina" for guidance).
7. Liquid waste shall be applied at rates not to exceed the soil
infiltration rate such that runoff does not occur offsite or to
surface waters and in a method which does not cause drift
from the site during application. No ponding should occur
in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during
rainfall events, or when the soil surface is frozen.
o. 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.
io. 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 3o days prior to planting of the crop
or forages breaking dormancy.
ii. Any new swine facility sited on or after October i, 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 5o 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 ioo feet to wells
18Q26o Database Version.q.1 Date Printed:2/21/2009; Specification Page 2

ii. 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.
1,5. 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.
i6. 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.
M If animal production at the facility is to be suspended or
terminated, the owner is responsible for obtaining and
implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution, and erosion.
18926o Database Version.i.i Date Printed:2/21/2005 Specification Page

i9. Waste handling structures, piping, pumps, reels, etc.,
should be inspected on a regular basis to prevent
breakdowns, leaks, and spills. A regular maintenance
checklist should be kept on site.
20. Animal waste can be used in a rotation that includes
vegetables and other crops for direct human consumption.
However, if animal waste is used on crops for direct human
consumption, it should only be applied pre-plant with no
further applications of animal waste during the crop
season.
21. Highly visible markers shall be installed to mark the top
and bottom elevations of the temporary storage (pumping
volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers.
A marker will be required to mark the maximum storage
volume for waste storage ponds.
22. Waste shall be tested within 6o 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.
2 4. Dead animals will be disposed of in a manner that meets
North Carolina regulations.
18926o Database Version:i.i Date Printed:2/21/200fi Specification Page 4

Crop Notes
The following crop note applies to field(s): 15
Corn 1: CP,Mineral Soil,low-leachable
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 lo%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.71mely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): 1,10, 11, 12, 13, 14, 16, 17, 18,2,3,4,5�65 7)8,9
Corn 1: CP,Mineral Soil,low-leachable
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 lo%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.
18926o Database Version 3. Date Printed02-21-2005 Crop Note Page 1 of 3

� Wheat: Coastal Plain,Mineral Soil,low-leachable The following crop note applies to field(s): 15
In the Coastal Plain,wheat should be planted from October 20-November 25.Plant 22
seed/drill row foot at 1-11/2"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 io%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 can also be applied at this time.The remaining N should be applied
during the months of February-March.The total N is dependent on the soil type.Plant samples
can be analyzed during the growing season to monitor the nutrient status of the wheat.Timely
management of diseases,insects and weeds are essential for profitable wheat production.
The following crop note applies to field(s): 1,10,u,12, 13, 14,16, 17,18,2,3,4,5,6,7,8,9
Wheat: Coastal Plain,Mineral Soil,low-leachable
In the Coastal Plain,wheat should be planted from October 2o-November 25.Plant 22
seed/drill row foot at 1-11/2"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 io%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 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.
t 18926o Database Version 3. Date Printed02-21-2005 Crop Note Page 2 of 3

The following crop note applies to field(s): 15
Double-Crop Soybeans,Coastal Plain:Mineral Soil,low-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.
The following crop note applies to field(s): 1,10,11,12, 13, 14,16,17,18,2,3,4,5,6,7,8,9
Double-Crop Soybeans,Coastal Plain: Mineral Soil,low-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 1-11/2"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.
18926o Database Version 3. Date Printed02-21-2005 Crop Note Page 3 of 3

gad
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p. Ill I I r I y PLnP l ,rcP
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1
TABLE 2 - Traveling Irrigation Gun Settings ,
sO O
4 � n,� i 3S psi �` ��� bof's C t
rllukc'. ,�lr,rl�!r„tr1 Tt/,r n%Er�rrrl�nr,n; :Z" r^� �a rt/ P-r f ^ ' 3
Lane % Field No' Ft. per Travel Stop Start App Travel Lanc Wetted Equipment Settings Comments Total
Spacing Spacing &- Hour Speed F'nd L:nd Rate Uia. Acres
Ilvdrant ft/min Wetted Wettcd in,lir n«ti«• I nrruve fl NOz/le bun Reel Arc
No= . Acres Acres \ idth length Dia Pressure Pressure Pat tern•
7a ® l g 5— 3:>a-G o .Y 'y .7 i 9�5 ��5� �� �i 3 �r� , o
q 3�Y3 ;y �Loo 00 �a m Y, 5�6, o
h r1x G ' yG :GS —I TO a 5 ln1.c_ `io 3 !> >ra x 1.3 1
y o o
0 70U 9�o 6 � �peg x m
F5� Not. 045'o ao ; Y.a
� �, v
e III �G max SGS- 345Y• 3
7v 7e A 5-- 3,Y3 G o 'y y o 8YS o��s � � Gv /iy— 3�® �oVO4, oc Sys 3,SS y�
a-ov 70 11 o 13`/ ,95 /7v 830 �-�s` �.tr Ga /�s_" o AvX 93� = 3.�y 3•Y3
7 / �y' 3,� y2- .6 , /1 S' Ft r.�.r. .��� '?D" 7-// X 3 v .3� �e
2-cw o 0 5 ,�G o •�y , �� G� / a v
0 70 �0 3. 'y .6� � l o }' ®Nq-
7P2OG lC o •�G . 9G
v 7b P 3. 3 1, a G?v � // �v 70, 3,y g
�vv 7U q l0 3i 6 �,�`��, •� ' .G9 �3i1 �5� �o //S— �Av v d : �, } 3•YS
ire attached map P 'ted by the S%%*Cl) Field 0111ce iilr Held loc:atirn (s).
iho«•separate entn . or each h,,•drant locution in cash field.
!se the foloott in-c,ahhreviations fir various are patters: (-(liil circle). TQ(duce quarters). thirds). I I thalicircle). T wnc thirJ). 0 (one darter).

TABLE 2 - Traveling Irrigation Gun Settings
,�/ieel` g Z
724
hlukc'. ,'Ifnth•I rrrir! 7ry,r• n/L:yurinr •rx :• �, �" --- �j-?—f 3'� /✓�'.�' .':�' — ; . � 3 s.- ,�✓�
Lime `i`o Field No' Ft. per Travel Stop Start App Travel Lanc Wetted yuipmcnt Settings Comments Total
Spacing Spacing &- flour Speed f-nd I.-'.rid Rate Uia. Acres
I lvdrani f't/min Wetted NA etted inlir I Itc,ti, ► flecti,. !nozzle Gun Reel Are
NO' . Acres Acres %VIdtIlr length Uia Pressure: Pressure Pattern'
15
A
—_9.4C� 7lJ �p 3r1-/ U •yl� . 'y$i7> Uv sli� 0" �5 Ou !�v GX
-33 /Tod;j �-f�i B t/7a
iv !4 �5 - `'� ,7 �?;!,/ 73 X"c� �� c�.�i-x� is �fg`� ��� �r8� // 3 = �7v
�v 7v P 17 P0 6 3,q3 a -`lv 'y .7Sf ape /Sv Ylr'&y 3 3
R � , q
"f% ` 1 4 y ' 7 �7 r�� ��� '���~ cr Wit ; �U ff�� ��U /�/?ve5 - �•"s •� ��i
ce attached map
PCed by the S\l'Cll field Office liu field likatinntsl.
how separate entries fi-ir each h,-drant IUC;ltion in each field.

Wettable Acres Determination Certification
Name of Facility: //l� C1-- Facility Number:-_ `L3
0wner(s) Name: Do &A ➢� &' /L�r,/ h Phone No: !� q
Mailing Address:
By signing this form, the facility owner and Technical Specialist acknowledge the completion of the
Wettable Acres Determination. All necessary Wettable Acre Determination Field Data Sheets and
calculations were completed to conduct a Wettable Acre Determination. The facility's Waste
Utilization Plan has been amended as necessary to reflect actual wetted acreage. A copy of all
worksheets, calculations, and other Wettable Acres Determination documents, along with the
applicable Waste Utilization Plan and Wettable Acre Determination Certification will be filed with
the local Soil and Water Conservation District. A copy will also be kept on site with the Certified
Animal Waste Management Plan. Any future modifications must be approved by a technical
specialist and filed with the Soil and Water Conservation District prior to implementation. If any
modifications to the existing irrigation system or any new irrigation equipment was required to
adequately address the waste management needs of this facility, an Irrigation Specialist or
Professional Engineer has certified the design and installation below.
Owner Name:_
Owner Signature: Date:
Technical Specialist Name:
Technical Specialist Signature Date:
If assisted by an Irrigation Specialist or Professional Engineer please read and sign below:
Animal waste application equipment has been designed or modified to apply waste as necessary to
accommodate the waste management plan and according to NRCS Standards. Animal waste
application equipment has been installed according to NRCS Standards and is ready for use.
Irrigation Specialist/PE Name: yli'i`L�,4/s� �� LL
Irrigation Specialist/PE Signatur Date: -�
Submit this form to:
Attn: Sonya Avant
NC Division of Water Quality
Non-Discharge Compliance & Enforcement Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
WADC—7/99

PO Box 38
Teachey, NC 28464
Phone: [phone]
Fax: [phone]
June 12, 2001
To: NC Dept Of Soil& Water
This letter is to certify that Milton & Doug Hunters Farm, 6"SDR 21
C-200 PVC Pipe was installed to meet or exceed the standards
of his Irrigation System.
The pipe has an ample amount of dirt coverage for the Irrigation
System. The risers are built of SCH 80 PVC pipe and Fittings.
The Thrust Blocks were poured to meet the Design in size and
strength.
This underground system is warranted by Billy's Irrigation
Service, Inc.,for a period of I year. This includes:pipe,fittings,
and installation. This warranty begins on 06-15-01.
Pipe was pressure tested at 136 PSI for a period of 2 hours.
No problems occurred at this time. Start up procedures was
explained to the owner and his operator on the Farm
during this start up session.
Sincerely
f
William B Hall
Billy's Irrigation Service,Inc

/ C r AR 16/+-rlo/V ,SERI/IC F
Animal Waste Irrigation Plan Certification
Please Circle One: Eristing New Funded
ql Information:
Nab f Farm: f, _ ,v J'e r Facility No:' —
Owner(s) Name: E L ��-- Phone No:�2&g s�- S �r,c
Mailing Address: C /f%r,
Farm Location: County Farm is located in: `
Latitude and Longitude: / Integrator. &�e, /i?r !:�S
Please attach a copy of a=mty road map with location iomdfied and described blow(Be specific: road naz6s, direc6aas,mileposts, etc.):
Operation Description
Type of Swine + No. Of Animuds Type of Poultry Na Of Aabrals Type of Cattle Na. Of Animals
❑ wean to Feeder ❑I.vsr ❑Dairy
M11-ceder to Finish °l 410 ❑Pullets ❑Beef
El Farrow to wean
❑ Farrow to Fca
Cl FW=to Finish
❑ Cults other Type of Livestock Nunbcr of Animals
Q Boats
( Ava�for Application: wed Acreage:_ 3 7
Nun .c of Koons/Storage Ponds: Total Capacity. Cubic Feet-(fl)
Are saLAEAR.eArairm present of the f=YES ar N (Please circle ape)
If YES:are sake drains present in the area of the LAGOON or SPRAY FIELD (please circ k one)
Owner/Manager Agreement
I (we)verify that all the above information is comet and will be updated upon changing. I (we) understand the
operation and maintenance procedures estab�in the approved aahml waste management plan for the farm named
above and will implement these procedures I (we) know that any e-I on to the eidsting design capacity of the
waste treatment and storage system or consumction of new facilities wiIl require a new certification to be submitted to
the Division of Environmental Management before the new animals are stocked. I (we) understand that there must be
no discharge of animal waste from the storage or application system to surface waxers of the state either directly
through-a man-made conveyance or from a storm event less severe than the 25 year, 24 hour storm and there must not
be nm--offfrom the application of animal wash I(we) un&-rstand that run-off of pollutants from lounging and heavy
use areas must be minimized using technical standards developed by the�_Natural Resources Conservation Service. The
approved plan wM be fled at the farm and at the office of the local Soil and Water Conservation District. I (we) know
that any modiftcation must be approved by a mch i,cal specialist and submitted to the Soil and Water Conservation
District prior to implementation_ A change in land ownership requires written notification to DEM or a new
certification(if the approved plan is changed) within 60 days of a title transfer.
Na c Land Owner. `
Sig ' Date:
Name of Manager(ifdiffcn=from owner):
Signature: Daze:

L-e 71y �vv�s ,�, T --ark 37
<70 = / l 7 FT
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7o

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/f/�S�i¢ i � �r�T`ter-T`�.s� �' /1/����

EXIEBTr D-5
IRRIGATION SYSTEM DESIGNER
Name:
Company: gI3i��S
Address:
Phone:
REQUIRED DOCUMENTATION
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed irrigation system which in hydrant locations,travel lanes,pipeline routes,thrust block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system.
6. Manufacturer's specifications for the irrigation pump,traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for Irrigation Water Conveyance,
N.C. Field Office Technical Guide,Section IV,Practice Code 430-1313.
8. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and address them as
appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip feet wide or wider must be maintained between the limits of the irrigation system and all perennial
streams and surface waters per NC Statutes.
NRCS,NC
JUNE, 1996

TABLE 4 - Irrigation System Specifications
ITraveling Solid Sat
Irrigation Gun Irrigation
now Rite of 8prinkle►Igpm) y '
Operating Pressure at Pump(psl) v!'l /
Design Precipitation Rate(in/hr) I o �1 I
Hose Length(feet) I O XXXXXXXX .
Type of Speed Compensation I r G I XXXXX)VUC
Pump Type(PTO,Engine,Electric) I I
Pump Power Requirement(hp) I 3
I
I I
TABLE 5 - Thrust Block Specifications'
De$igner may,provide thrust block details on separate sheet.
THRUST BLOCK
LOCATION AREA (sq.it)
9V Bend I y Fr
Dead End LtI U zaYl
Tee !
I
IS"USDA-NRCS Field Office Technical Guide,Section IV,Practice Code 430-DD.
Irr1 I Parameters USDA-
C'lc 1945 , pa g North .no

i
-
ApIl
/_ _.l`_-

CAWMP Wettable Acre
Traveling Gun Field Data sheet,2/20/99 '
Hard Hose Traveling Gun System
1:
FIELD DATA SHEET
1. Make and model number
2. Hose length f feet] and hose inside diameter (ED)_3 [inch]
3. Gun make and model number
4. Gun nozzle sized [inch], ring orifice, taper bore orifice.
5. Gun arc angle [degrees]
6. Travel lane spacing [feet]. Indicate whetheruniform, random.
Number of exterior hydrants �_. Number of interior hydrants _.
7. Gun wetted diameter 3� [feet]. measured, Wised on gun chart.p�.yU o2S5—�j�
8. Gun pressure Gy : [psi]. observed at working gauge,
,./determined.from gun charts, calculated (show calculations)
**9. Operating pressure at hose reel /%5� psi]. observed at.working gauge,
provided by owner.
**10. Supply line size [inch] (from pump to last hydrant).
**11. Supply line length / a/T feet (maximum pumping distance).
**12. Supply he type /�'U C - PVC, aluminum.
**13. Pump make and &del number
**14. Pump capacity, Q7o [gpm].
**15. Engine make and model number 77—a.,el'o"
or
**16. Electric motor horsepower and rpm 7y (hp] [rpm]
Note: It is strongly recommended that operating pressure at the reel and gun wetted
diameter be field determined. -
*. Locate each hydrant on a copy of the map. Indicate the start and stop of the sprinkler cart
for each travel lane and show distance traveled. Show the location of the supply he.
Irrigated acres will be determined by travel lane
*.* Optional data, furnish where possible.
*** Information furnished by
and/or ��
Signature of Owner or Facility Representative Signature of Technical Specialist
t
Iva-L
Printed Name of'Owner or Facility Representative Printed name of Technical Specialist
Date Date
*** Only the person or persons collecting the data should sign the data sheet.

illy's Irrigation Service, Inca
P.O. Box 3
164 John Deer Rd. #1172
Teachey, NC 28464
Phone: 910-285- 600
gd
Fax: [phone]
r
® , Milk
21 ma m
s µ t+� 1 ,�,`,✓,": # ' 1 x "x t 7m ,t n +l.!�,.°emw,if�:M 1 �rj;
7 „�.. ' R Rer=` ;k '�"m1'!a a ?lt�. k"6+,," f ` •.1_f R go .:.mom. w nua. �a
1 �
PERFORMANCECURVE CW: uRmW PAN*. 5-1863 m.&m. M-1a63 Y.R,ee= FWa �".
nmaw;u#Wd C.I. PULN.. L-7Wt m. v, L-3038 0% 11_0"FULL TTCAL m,wm.w�0
1 dSU'F.
MASIMU"WOAA106 PRESSURE 247 PSI rw•IQ
215
tbfti J1T) 200 .I! I 1 T�
20
tteT11 Torque 168 Ih(t ( ..... .....J. f I I. •• I j
Mlem11 (228 Nm) i80 _ I : 1 , . I ; x
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( 60 ���72 _ #
cananuouE4hWt 33w 2216144 I ) ..._ _. —I--I j 1
p(30) _ i 1110 18MAPM.
01 S •1600 RPM
M ...0.44
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0.40 0 — -
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0.36 ( I —r77 77
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0 100 200 3W 400 500 6W 700 800 900 loom 1100 1200
i0W 12W 1400 1800 ISM 20M 2200 2400 CARACFTY IN U.B.CALLOW 00 UN"
,R 9pued—rym C_7048 soma.T-2554 C-TO48 — 10- -71 0i 3-29-7e B 3 J Q B M

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SERIES 1000/2000
63AT I O50 . 75AT920 . 90AT750 . 90AT985
r" "'100 AND 2000 SERIES TRAVELERS ARE MANUFACTURED BY ABI FOR MEDIUM SIZE ACREAGES REQUIRING
EFFICIENT YET ECONOMICAL IRRIGATION SYSTEMS. BACKED BY OUR NETWORK OF EXPERIENCED DEAL-
ERS THROUGHOUT NORTH AMERICA THESE DEPENDABLE, LOW MAINTENANCE MACHINES HAVE PROVEN
THEMSELVES OVER THE LAST 25 YEARS TO BE THE MOST RELIABLE ON THE MARKET.
The simple high-speed turbine has been developed for both irrigation and slurry.The
`e. cast-iron, open vaned impeller enables solids up to 1" to pass through the drive sys-
tem while its powerful high torque motor enables speeds up to 300 feet per hour to
be achieved. This makes the unique drive system
the perfect solution for light applications of seed
i s beds as well as light waste water applications.The
automatic mechanical speed compensation on the
M drive unit insures the most accurate of applica-
tions available on turbine-drive travelers.
90A7-TS984-Turbine Drive
High speed turbine
ENGINE DRIVE
We manufacture a complete range of engine-driven travelers using the rugged Honda '
5.5 hp engine, driving our multi-speed gearbox to give a wide selection of speeds for
irrigation or slurry use.Our simple computer ensures w
99%accuracy of speed regulation at all times. •y
75ATEC920-Engine Drive
^F Galvanized cart
Y V
CONSTRUCTION
Y
The rugged construction of our travelers give you a high quality,American-Made
product; galvanized to withstand the most arduous of working conditions. Cart,
chassis,covers and connection fittings are all constructed from high quality steel,
Galvanized chassis and fittings holder then hot-dipped galvanized for long life.
MODEL HOSE HOSE ACREAGE FLOW STANDARD FEATURES
I.D. LENGTH * GPM • Low Pressure Turbine or Gas Engine
Drive Unit
63AT1050 2.1" 1050 30 130 • 9.5L x 15 Tires
• 40" Ball Bearing Turntable
75AT920 2.5" 920 40 175 • Pressure Gauge
• 20 Ft.X 3" Supply Hose
90AT750 3.0" 750 70 300 • Galvanized Cart,Stabilizer Legs,
Chassis,Connection Fittings and Covers
90AT985 3.0" 985 70 300 • PTO Wind Up
• 5 Year Pro Rated Hose
*Acreage is based on irrigating 7 days per week, 15 hours per day and should be
used as a general guide only.
PO BOX 909
VILLA RICA,GEORGIA 30180 USA
PHONE: [phone] FAX: [phone]
TPI/2.5M/5.97

0 U� /•tom, t/ O�r��'—
o.7/ /
ra
1 co- a rePumps
p
Rugged Tractor Driven
Centrifugal Pumps
Kifco-Caprari centrifugal PTO pumps are
designed to suit all types of irrigation
systems.
These rugged, efficient pumps are
usually supplied mounted on a two
wheeled cart making them very easy to
K i
� handle.
Pumps are supplied with cart PT drive_ Od e
p Pp
shaft and weld-on companion flanges or
fitted with priming valve, primer, pressure
l� a
gauge, and suction adapter.
A very dependable step-up gearbox is an
integral part of these well proven pumps.
The gearbox shafts are supported by
heavy duty widely spaced bearings. The
box is oil lubricated and some models are
also water cooled.
PTO Pump Performance Table
Model GPM 50 60 70 80 90 100 150 200 250 300 350 400 450 500 600 700 800 1000 12001400 NPTar a NPTI F
D2/40 PSI 146 146 145 144 143 142 133 2„ 27
HP 13 14 15 16 17 17 21
D1/50 PSI 90 90 90 91 91 91 90 87 82 76 2„ T;
HP 9 9 10 10 10 11 13 15 17 19
D2/50 PSI 135 136 1137 137 1137 136 1135 1128 121 1 1 1 2" Y'
HP 17 17 18 18 19 19 22 25 27
D3/50 PSI 170 170 170 170 167 160 150 1133 2„ S,,'
HP 24 25 26 26 30 35 38 41
D2/65 PSI 107 108 108 107 1105 103 100 97 4„ "
HP 18 21 23 27 29 1 31 34 36
D3165 PSI 161 160 156 154 151 146 142 136 4" 4"
HP 29 34 38 42 46 50 53 55
D2/80 PSI 110 109 109 108 108 107 105 103 99 4„ 5
HP 1 28 31 33 36 38 40 43 47 51
004180 PSI 167 167 166 165 163 160 159 152 143 4„ 5
HP 44 1 49 1 53 57 1 62 1 66 69 1 77 1 84
DMR80-3/20 PSI 192 191 190 187 185 182 178 169 1157 1140 4„ 5"
HP 50 53 56 60 63 66 70 76 83 90
DMR83-3/20 PSI 235 235 235 235 235 232 231 224 213 200 4„ 5„
HP 1 61 66 70 75 80 84 88 97 106 114
D031100 PSI 116 116 115 114 112 110 103 4„ 6"`
HP 47 50 54 59 62 68 79
D3/101' PSI 1159 158 157 155 153 146138 4" 6
HP 67 74 82 90 98 111 122
D01/125 PSI 37 36 35 34 30 25 21
HP 17 19 21 22 23 25 26 5" 8
540 RPM GPM 50 60 70 80 90 100 150 200 1250 300 350 400 450 500 600 700 800 1000 1200 1400 Above details apply to
1000 RPM fully fitted pumps

Fitted pumps, illustrated at the left, are supplied
-` with a discharge priming valve, pressure gauge,
short suction adapter and a priming pump. Abov
2" the priming valves are fitted with a sprir,
loaded external lever permitting the system to be
drained if required.
Pumps can be supplied bare flanged and will
automatically include weld-on companion flanges,
gaskets, nuts and bolts.
Typical Single Stage Pump
The standard discharge port configuration will be
horizontal, facing right, viewed on the pump
`-; suction.The discharge can be rotated vertically or
to the opposite side if required.
a
Pump performances can be changed by trimming
the impellers, details available on request. Many
other models are also available. Contact Kifco if
a
you have special requirements.
Typical Two Stage Pump Weights and Dimensions
fVl6de( Length Width Height Unfitted Fitted
02/40 62" 48" 36" 2001bs. 2201bs.
01150 62" 48" 36 200Ibis. 2201bs.
02/50 62" 48" 37" 215lbs. 235lbs,
133/50 6311 48" 3811 230lbs. 250lbs.
Pedestal & Flange 02/6.5 65" 48" 39" ` 260 lbs. 3201bs.
Mount Pumps 03/65 6511 48 40" 2701bs. 3301bs.
A line of Caprari flange mount r0/80. TO" 4I1"' 39!, 275 Ibs,, 335 lbs.
and pedestal pumps for engine D04/80 70" 54" 41" 380 lbs. 440 lbs.
drive are also available. 01MR80 3/2. 70" " 4 f 4.00 Ibs, 460 lbs.
Contact Kifco for more
information. OMR83 3/2 ..i 4111 4 '11bsw 490 lbs.
003/ 00 ` 70" A ,a 36" 365 lbs. 425 lbs.
Detailed pump curves are
available on request. 03/1101 70" 40""' 39" 4201bs. 480 lbs.
001/125 7,0" 54-" 380 430lbs. 5001bs.
y� illy°s Irrigation Service, Inc.
P
. Box 38 . 164 John Deser Ad.
Teachey, SIC 28464
700 S.Schrader Ave.,P.O. Box 290, Havana, IL 62644 910-26
Phone [phone] Fax [phone] ���2��® ®�
E-mail: [e-mail] http://www.kifco,com Fax
Because of continuing product improvements,photos of machines in this leaflet may not be identical to current production.The performance information in this leaflet is based on tests conducted under a particular set of conditions.Actual field
performance may vary from this data depending on variable circumstances of time,place,weather,human judgement and other factors.Specifications and prices are subject to change without notice.
GK9812PTO-D
Printed in U.S.A.

AB 1 90 AT 984
O.D.mm 90 I.D.In 3.02 LENGTH 986 SERIES 2000 GUN: NELSON ;?SF€:160 ::'SPADING 70%
INLET INLET NOZZLE NOZZLE WATER SPRAY LANE AREA Retraction Speed in Feet per Hour'-:. `
PRESS PRESS PRESS SIZE FLOW RANGE SPACING COVERED 50 66 80 100 130 166 200 300 400
ENGINE TURBINE ALL NELSON ALL ALL ALL PER Retraction Speed in Metes ON` our,,,!
BELLOWS DRIVES DRIVES Taper Ring DRIVES DRIVES DRIVES PULL 16 20 26 '30"::` .d0`. 50 BO i. 90 120
psi psipsi Nozzle gpm Ft Ft Acres Precipitation,Rate in Inches
106 113 75 165 164 216 5.4 1.5 1.1 0.9 0.7 0.6 0.4 0.4 0.2 0.2
112 120 80 22 mm 170 167 220 6.5 1.6 1.1 0.9 0.8 0.6 0.6 0.4 0.3 0.2
119 127 85 0.87 176 160 224 6.6 1.5 1.1 0.9 0.8 0.6 0.6 0.4 0.3 0.2
103 110 65 186 166 219 6.5 1.7 1.3 1.0 0.8 0.6 0.6 0.4 0.3 0.2
110 118 70 193 160 223 6.6 1.7 1.3 1.0 0.8 0.6 0.5 0.4 0.3 0.2
118 126 76 24 mm 200 163 228 6.7 1.7 1.3 1.0 0.9 0.6 0.6 0.4 0.3 0.2
125 133 80 0.94" 207 166 232 6.9 1.7 1.3 1.0 0.9 0.7 0.6 0.4 0.3 0.2
132 140 86 213 169 236 6.0 1.8 1.3 1.1 0.9 0.7 0.6 0.4 0.3 0.2
107 116 60 214 160, 224 6.6 1.9 1.4 1.1 0.9 0.7 0.6 0.5 0.3 0.2
116 124 65 222 164 229 6.8 1.9 1.4 1.1 0.9 0.7 0.6 0.5 0.3 0.3
124 132 70 26 mm 231 167 234 5.9 1.9 1.4 1.2 1.0 0.7 0.6 0.5 0.3 0.3
133 140 75 1.02" 239 171 239 6.1 2.0 1.6 1.2 1.0 0.7 0.6 0.5 0.3 0.3
141 149 80 247 174 243 6.2 2.0 1.5 1.2 1.0 0.7 0.6 0.5 0.3 0.3
125 132 60 255 168 236 6.0 2.1 1.6 1.3 1.1 0.8 0.6 0.5 0.4 0.3
134 142 65 28 mm 265 172 241 6.1 2.2 1.6 1.3 1.1 0.8 0.6 0.5 0.4 0.3
144 152 70 1.10" 275 176 246 6.2 2.2 1.6 1.3 1.1 0.8 0.7 0.5 0.4 0.3
-05-03

J3.99 WEI1 1i:00 FAA 309S434945 C�ji1i11
c
TAKER/RING NOZZLE PERFORMANCE - U.S. UNITS TR
NELSON BIG GUNS
Flow rate in GPM. Diameter in feet
100 SERIES BIG GUN - 240 TRAJECTORY - TAPER/RING NOZZLE
Nozzle j Nozzle Nozzle Nozzle Nozzle Nozzle Nozzle Nozzle Nozzle
16nm I 17mr-1 8mm 19n1m 20mm 21 mm 22mm 23mm 2amm
P.S.I. GPM DIA. GPM DIA. GPM C)IA. GPM DIA GPNI DIA. :GPM DIA, GPM DIA. GPM DIA. GPM, Dlr.
40 67 212 76 219 86 225 98 233 110 242 125 250 '36 254 151 252 166 275
1 50 75 224 35 231 97 2a0 11Q 250 123 258 ; 139 266 152 271 169 279 185 28a
60 83 239 94 246 106 254 120 26,1 135 273 153 281 1167 286 166 294 203 305'
70 89 249 101 259 114 268 130 277 146 2866 165 295 1180 300 200 209 219 320
80 95 259 108 269 '.22 278 139 298 156 297 176 306 193 313 214 324 235 335
90 i 101 268 115 278 130 289 147 299 1688 308 187 317 204 324 227 334 249 345
100 107 278 121 268 3% 299 •55 308 175 318 197 327 216 334 240 344 262 355
110 112 288 1j7 298 j 143 3C8 163 317. 183 326 207 336 226 342�I 251 353 ' 275 364
150 SERIES BIG GUN 24° TRAJECTORY - TAPER/RING NOZZLE
Nozzle nioz:'e NO2--i-3 ":o=z'a No=!e Nczzle Nozzle
22mm 24M.1.1 26mm 22mm 30mm 32mm 34mm
Q.8.1. GPM DIA. GPM DIA. GPM DA uP^1 _DIA. GPM DI?. GPnA CIA, GPM DIA.
50 135 270 164 286 196 302 233 318 274 333 219 347 369 358
60 I 148 284 179. 301 214 317 255 334 301 351 350 367 405 378
70 i 159 299 194 315 2°1 231 276 3d9 325 366 378 382 437 393
80 I 170 310 ! 207 330 247 346 295 364 347 381 404 397 467 409
90 181 320 220 340 252 357 313 377 368 396 429 411 495 424
( 100 ( 191 329 I 231 350 ; 277 366 330 386 388 405 452 423 522 436
t_. 110 200 339 243 359 290 376 346 397 407 .416 474 433 548 446
120 209 349 I 253 369 303 386 361 407 425 42-6 495 4.43 572 457
The above distance of throw data has been calculated based on a brief, comparative test and data from the .Nelson SR
Series Big Gun Catalog. In equal conditions the distance of throw for the Taper/Ring nozzle is 10/. less than the Taper
Bore nozzle and 2% more than the Ring nozzle.
Performance data has been obtained under ideal test conditions and may be adversely affected by wind, pcor
hydraulic entrance conditions or other factors. No representation regarding droplet condition, application rate or
suitability for a particular application is made ere[n.
innovation irrigation 71W
ONELSON
�On in
IRRIGA TION CORPORA TION

N F1' SL-eep e y Fr

V
POWER UNIT
AIR RELIEF
VALVE
�o
64L44 PUMP DiSCH
Val v-e
VIP
PUMP ls+„
,\ FL
TELESCOPING ASSEMBLY
PVC PIPE
PUMP STARTER
6�+
10�- 20'

-P
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r,
xq 5F(/ rU�i� ,'�ISrr

IPS Pressure-Rated SDR-13.5(315 PSI)
D• (200 PSI)
PVC
Pipe
'• -26
'' •
D.
D• 00 •
SPECIFICATIONS DATA
PRODUCT DESCRIPTION PHYSICAL PROPERTIES
Diamond IPS pressure-rated PVC pipe (2" PROPERTIES OF PVC 12454-B (1120)
through 12") is made of compounds conforming Property ASTM Minimum
to material requirements of ASTM D2241 in Test
accordance with ASTM D1784. The pipe sizes Specific Gravity D 792 1.40
(4" through 12") are made with an integral Tensile Strength, psi D 638 7,000
bell which utilizes a gasket for sealing in Tensile Modulus, psi D 638 400,000
accordance with the requirements of ASTM IZOD Impact Strength, D 256 .65
F477. Integral sockets for solvent cementing P 9
meet the requirements set forth in ASTM ft., lb./in.
D2672.
)iamond IPS pressure-rated PVC pipe meets all CHEMICAL RESISTANCE
the dimensional, chemical, and physical
ASTM TEST
requirements as outlined in ASTM D2241. 93.0% Sulfuric Acid, D 543
Each male end shall be beveled to facilitate 14 Days Flotation at
joining and reference marked for assuring 55 + or -29 C
proper depth of insertion. Diamond furnished Change in.Weight, % -0.1 + 5.0
lubricant is to be used in the joining process. Change in Flex Strength, % -25.0 to + 5.0
Diamond IPS pressure-rated pipe is supplied in ASTM Oil No. 3, 30 Day
20-foot lengths. Immersion at 230 C
Change in Weight, % -1.0 to 1.0
f 1 1J
I ' Minimum I j
Curve Radii
of Pipe
13

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INSTALLATION
Table 4. DF.SCRIPTION OF F.5.16F.DMENT MATERIAL CLASSI FICA I'IONS
%OIL SOIL DESCRIPTION OF
Diamond Agricultural PVC Pipe should be assembled and CLASS TYPE. ?IATF.RIAL CLASSIFICATION
installed with uniform and continuous support from a firm Cl...I Su,l,• Manufaclused angular.granUlu material.ItJ to I Ir n he„n n,411..0 v .in
base in accordance with the installation procedures provided Iud,rg materials havmg.regumal s,gmfxance such as—,h,•d u,111,11 owl.Iv„ken
m4 dashed slag.nndns„r crushed shells.
in ASTM D2321, and the Installation Guide for PVC Water
Cl.,It Sods•' C�V Well-g:adcd gravels and gavel sand m,alwes.Mule or n,fines 4K.n mnrc•,I
Pipe (a "pocket—sized" edition is available from your ,tone ftwimn retained m,N„J"eve.More than 95%rna,ned„n.,, 21NI„e..-
Clean.
representative or from Diamond Plastics Corporation.) CP I.cot detl Is and ra.cl sand mantes,hole ur ern fine: 51K err m,.rc.d
Y stalled gn a ,
<narse frac—rnmmd on PC,a"eve. Mnre than 95%reams•J in'S„9n„etc
Clean.
Embedment materials are to be in accordance with soil SW Well•grad d sands and g—elly sands.little or rN,fine St.-than its n1
classifications listed under Unified Soil Classification fracltnn passe,N„Jere Mill, hall°5'°rna,n,-d,m.1n ZfV1 ('I,,
System, ASTM D2487 and ASTM D2488. 5P molly pule aN,, and gravelly sand,•hale m In fin,. ,,211 than SIK n1:,ur
fraction poses Nn J sieve. Mnre than 45%rn"neJ,�n Nu 21MI.,n.• 0.•an.
Clall III SmH•
To assemble, clean mating surfaces of the bell, spigot, and GM No.<gravels.gnrel sanJ ,ta A m Mnre err r„arx ha non ntameJ
n. sieve. More Nan NK reamedd ern No.21x1 wove
gasket. Apply gasket lubricant (furnished by Diamond CC Cldyeyglavels.glavel,.W I.ymtNlu,es 51t%,,,mnre„f•naa.<11.•n,mre�,m•d
on No.a"re. Mnm Nan'41%retained ern No.2110--
Plastics Corporation) to the entire spigot end up to the SM1I S,Ily sands.sand."h mulwn. Mn,.Ihan 50% if,n.w fro -M1 w-,
reference mark. Also, apply lubricant to the contact surface Mnrc than Sri%rna,ned„n N 200 ste•e.
SC Clayey sands.— O.V mumrcs M.—Nan sfy%of,mr.c h-1—paw,tit
of the gasket. ,ere. Mmn Nan 511%maned ern Nn.201)urvr.
Class IV Sails ML Innrguic situ,very fine sands,nwk Onur,%,IN„r claret fine.mil,. 1.14-1 hunt
With the pipe in straight alignment, push the spigot into 5Ds o,la,,. 50%„r more passer Na.21 n arcre.
the bell u to the insertion line. If a pry bar is used to a Inorganic clay,of Inw In med,Mle s. NIKty,gurclly clayN ZJy claL.titer,1ar..
p lean days. Ugmd hm,t 5(1%tar less. stw err mmc,v>,.�..,2,x1
apply force, the pipe should be protected by placing a board MH Innrganic"lu,rows.us tar thah,mun,U,here,and, .,It,.clot.,. Lyu.1
limn greater thm 50%.•5(A in mart pox,No.211I,w
between the bar and the pipe. CH Inng ie clays of high Plastwuy,fat c1ar, L wv,d l,n,,:at
n thm 51K.
ore
passes Na.2W"eve.
If normal force does not complete the joint, disassemble the Cl.,V Suits (L (hganic sills and organic silly clays of plasncny. Lulu,d limit 51K 1<.,
5f14•o
joint and examine the parts to make tertian they are free of " i. fly posts Nd.2D1
(N Organic clays of medium m high plawmry. L,yutd hind great Nan 5114.50%,a
obstructions. Visually inspect the completed joint to insure mate p.s,<a N 200"ere.
the gasket has not been dislodged. I PT Peat.murk and other highly mgm,c ants.
Sails are as.defined in ASTM D 2087•except for Class I material which is dafinol in ASTM D 21.1.
... In accordance wash ASTM D 2487.less than 34,pus Na.2W sieve, <.
In accordance w,Ih ASTM D 2487.'s^Hs with 5%1n 12%passing No. 21x1., a fall m a tL; �y..•
clas"fteaunn Ill.,is,nerve char—inic of Class It than of Class III.
Table 5.
APPROXIMATE GUIDE FOR ESTIMATED RANGE OF DEGREE
OF COMPACTION VERSUS EMBEDMENT CLASS AND METHOD The haunching area is most important to the support of
OF PLACEMENT AS PERCENT OF STANDARD PROCTOR
DENSITY OR RELATIVE DENSITY' PVC pipe. For good support, the haunching area should be
FOR GRANULAR MATERIALS IN PARENTHESIS— compacted to the densities given In the Long Term
CLASS OF EMBEDMENT 1 fI 111 IV Deflection Chart.
Manufactured
MATERIAL DESCRIPTION Granular Sand and Gravel Mixed•Grain Fine Grain.
Materials Soils-Clean Soils Soils
Figure 2.
Optimum moisuuc content range 9-12 9-I8 6-30
limit%of dry weight
EICIrITED T-ENCH a101N
Soil Consolldauon Method %of Proctor(or Relative)Density Range r tNll
BlCar ill
Compact by power tamper 95.100 95.100 95.100 90.100
or rammcr (75.100) 64100)
Dcnsdy by portable 80-95 80.95 90-95 75-90 COVER I PIPE arm
vibrators (6475) (60.80)
1N11tIl
!I[af 111
Consolidalc by saturation 80-95 80-95
0-75) (60-80.80)
II E SPItINLI INf
SOME ,. .. P,P[
,.M
Hard pL7a 60.80 ...k' rllsaCNtac —
BFOD,NC
Hand lamp 60-90 60.80 60.75
Dump G0.80 fi0.80 60-RO 60.75 •�;:•r }fy{��,v,:fF{:tiff r rw,.ro1
e
Rclative density is noted in parentheses.
•• This able scri,es as an approximate guide defining average Proctor densifics attained through various
methods of soil consolidation in different classes of soil.The table is intended to provide guidance and is
Im recommended for design use. Actual design values should be developed by the engineer for specific
Soils at specific moisture contents. °
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Figure 2. Anchorage blocks for in-line valves.
Table 1 is the forces encountered at end plugs. to calculate
forces encountered at bends, tees and wyes, multiply the figure in
Table 1 by the factors given in Table 2.
Table 1. Thrust W at End Plugs
Thrust in lbs . for test pressure in psi
Pipe Diameter 100 PSI 150 PSI 200 PSI 250 PSI
(inches)
12 295 440 590 740
2 455 680 910 1140
211 660 990 1320 1650
3 985 1480 1970 2460
4 1820 2720 3630 4540
6 3740 5600 7460 9350
8 6490 9740 13,000 16,200
10 10,650 16,000 21,300 26,600
12 15,150 22,700 30,200 37,800
14 20,600 30,800 41,100 51,400
16 26,600 39,800 53,100 66,400
-6-

Operator:L. D. Hunter County: Duplin Date: 07/17/92
Distance to nearest residence (other than owner) : 1000. 0 feet
1. STEADY STATE LIVE WEIGHT
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
2940 head (finishing only) x 135 lbs. = 396900 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 396900 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 396900 lbs. SSLW x Treatment Volume(CF) /lb. SSLW
Treatment Volume(CF) /lb. SSLW= 1 CF/lb. SSLW
Volume = 396900 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0. 0 cubic feet Sludge not computed at landowner
request. Will be removed as needed
4 TOTAL DESIGN VOLUME
Inside top length 390. 0 feet Inside top width 190. 0 feet
Top of dike at elevation 50. 0 feet
Freeboard 1. 0 feet ; Side slopes 3 . 0 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation 49 . 0 feet
Bottom of lagoon elevation 38.0 feet
Seasonal high water table elevation 1+4,. 0 feet
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDEl SS/SIDE2 LENGTH WIDTH DEPTH
3 . 0 3 . 0 3 . 0 3 .0 384. 0 184. 0 11. 0
AREA OF TOP
LENGTH * WIDTH =
384. 0 184. 0 70656. 0 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
318. 0 118. 0 37524 . 0 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
351. 0 151. 0 212004 .0 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
70656. 0 212004.0 37524 . 0 1.8
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 587004 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
390. 0 190.0 74100. 0 square feet
Buildings (roof and lot water)
Length * Width =
0.0 0. 0 0. 0 square feet
TOTAL DA 74100. 0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0. 00136
Volume = 396900 Lbs. SSLW * CF of Waste/Lb. /Day * 180 days
Volume = 96925 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0. 0 gallons/day * 180 days storage/7. 48 gallons
per CF
Volume = 0. 0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7. 0 inches
Volume = 7. 0 in * DA / 12 inches per foot
Volume = 43225. 0 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 46312.5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 96925 cubic feet
5B. 0 cubic feet
5C. 43225 cubic feet
5D. 46313 cubic feet
TOTAL 186463 cubic feet
6. SUMMARY
Total required volume 583363 cubic feet
Total design volume avail. 587004 cubic feet
Min. req. treatment volume plus sludge accumulation 396900 cubic fe
At elev. 46. 1 feet ; Volume is 396140 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 540692 cubic feet
At elev. 48.3 feet ; Volume is 538376 cubic feet (start pumping)
Seasonal high water table elevation 44 . 0 eet
7. DESIGNED BY: v C APPROVED BY: fil Z- P-
DATE: DATE: 7/Z/lf1
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN

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United States Soil
/1y Department of Conservation
Agriculture Service
OP ERATOR: M i!4o, d- 00�4 P„o4e,
Please review the attached plan and specifications carefully. Retain
this plan for your use and records. It is strongly recommended that you,
your contractor, and Soil Conservation Service personnel are in agreement
as to how the waste lagoon is to be constructed. The Soil Conservation
Service personnel will meet with all concerned parties and walk over the
site to explain all flags and markings. It is important that everyone
understand what is expected so that final construction meets plans and
specification and the job can be certified for payment (if cost-sharing
is involved) .
The pad dimensions and grades are the best estimate. The BUILDER or
CONTRACTOR is RESPONSIBLE for final layout and design of the pads. The
Soil Conservation Service personnel will assist in a limited capacity,
as its major concern is the proper design and construction of the waste
treatment lagoon.
a
The 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 after construction is complete
on the lagoon, the contractor and owner will negotiate on the price and
location of borrow area.
NOTE: Design Requirement: 581OOL- cu.ft. = 2- 1r741 cu.yds.
Estimate of Excavation: cu.ft. = cu.yds.
Estimate of Pad Dike: cu.ft. = 5332 cu.yds.
1,2k� t,0 Ration
Job Class �/ _ -fib -cf2
Date
Designed By
Name
Design Approval #—f -1�7--,
Name
f-9
Date
LA6-odN lS r`J aT IN -rp lylolT �cotJa>1�<H� �� .-:,' r o �% - _, ; i� car '`/Fu•
0 The Sod conservation Service
is an agency of the
Deoartment of Agriculture

United states soil
Department of Conservation P. 0. BOX 277
Agriculture Service KENANSVILLE, NC 28349
TELEPHONE [phone]
--------------------------------------------------------------------------------
WASTE MANAGEMENT FACILITY SITE EVALUATION AND MANAGEMENT PLAN
�Ioyd Oo,�51as N,,.tter —2.U-S261
TO: PRODUCER M it t`an R• HvA+cr 19
R+e 2 Box 2.46-F
Walla« , N.C. 2.$466
LOCATION OF SITE On JR 140s2Y 5 miltJ Sw+l, of
Pow yeas i
SIZE OF PROPOSED OPERATION — �D To in 00
IS SOIL SUITABLE FOR LAGOON? YES V NO SOIL CLASS. N 8, G o�
DISTANCE FROM THE LAGOON SITE TO NEAREST RESIDENCE OTHER THAN LANDOWNER OR HIS
TENANT IS60 f+
NUMBER OF HOUSES WITHIN 2000 FEET OF LAGOON SITE 8
ACREAGE/CROP REQUIRED TO PUMP EFFLUENT Colin 91.2R�/co�.i XToMt�/
DOES LANDOWNER HAVE ENOUGH ACREAGE YES 1/( 1` _ NO
IF NO, DOES LANDOWNER HAVE ACCESS TO MORE ACREAGE? YES NO
WILL FACILITY INVOLVE ALTERING WETLANDS? YES NO ✓
IF THE ABOVE QUESTION CONCERNING WETLANDS IS CHECKED "YES THE LANDOWNER IS
HEREBY ADVISED THAT THIS CONSTRUCTION MAY REQUIRE PERMITS FROM THE ARMY CORP OF
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]
LANDOWNER 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 V1 _ NO
ADDITIONAL COMMENTS -JF See oata,ked Il'_. er -f"or Alferea+ on 10'„d rieedt
YisVn1 s; sho-s no siaki of avl-Ivea) resoveers.
THIS APPROVAL IS VALID FOR 60 DAYS FROM THE DATE SIGHED. IF DESIGN HAS NOT BEEN
COMPLETED WITHIN THIS PERIOD SITE WILL BE RE-EVALUATED AT THE TIME OF DESIGN TO
ASSURE COMPLIANCE WITH SCS STANDARDS. LAGOON WILL HAVE TO BE 750 FEET FROM ANY
RESIDENCE OTHER THAN APPLICANT'S AT TIME OF DESIGN.
vOThe Sol Conservation Service
is an agency of the Department of Agriculture SIGNATURE ' VV DATE 2-'13"qa

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1taken 1977. Field checked 1980. Map edited 1981

Hunter Farms AWS310232
System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates change
over time as equipment gets older and components wear. In particular, pump wear
tends to reduce operating pressure and flow. With continued use, nozzle wear results in
an increase in the nozzle opening which will increase the discharge rate while
decreasing the wetted diameter.
You should be aware that operating the system differently than assumed in the design
will alter the application rate, diameter of coverage, and subsequently the application
uniformity. For example, operating the system with excessive pressure results in smaller
droplets, greater potential for drift, and accelerates wear of the sprinkler nozzle.
Clogging of nozzles can result in pressure increase. Plugged intakes or crystallization of
mainlines will reduce operating pressure. Operating below design pressure greatly
reduces the coverage diameter and application uniformity.
For the above reason, you should calibrate your equipment on a regular basis to ensure
proper application rates and uniformity. Calibration at least once every three years is
recommended. Calibration involves collecting and measuring flow at several locations in
the application area. Any number of containers can be used to collect flow and
determine the application rate. Rain gauges work best because they already have a
graduated scale from which to read the application amount without having to perform
additional calculations. However, pans, plastic buckets, jars, or anything with a uniform
opening and cross-section can be used provided the liquid collected can be easily
transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly throughout
the application area at several distances from sprinklers. For traveling guns, sprinklers
should be located along a transect perpendicular to the direction of pull. Set out
collection containers 25 feet apart along the transect on both sides of the gun cart. You
should compute the average application rate for all nonuniformity of the application. On
a windless day, variation between containers of more than 30 percent is cause for
concern. You should contact your irrigation dealer or technical specialist for assistance.
"Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual
1

Hunter Farms AWS310232
OPERATION & MAINTENANCE PLAN
Proper lagoon management should be a year-round priority. It is especially important to manage
levels so that you do not have problems during extended rainy and wet periods.
Maximum storage capacity should be available in the lagoon for periods when the receiving crop is
dormant (such as wintertime for bermudagrass) or when there are extended rainy spells such as a
thunderstorm season in the summertime. This means that at the first sign of plant growth in the
later winter / early spring, irrigation according to a farm waste management plan should be done
whenever the land in dry enough to receive lagoon liquid. This will make storage space available
in the lagoon for future wet periods. In the late summer/ early fall the lagoon should be pumped
down to the low marker (see Figure 2-1)to allow for winter storage. Every effort should be made
to maintain the lagoon close to the minimum liquid level as long as the weather and waste
utilization plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to irrigated does
not leave room for storing excess water during extended wet periods. Overflow from the lagoon for
any reason except a 25-year, 24-hour storm is a violation of state law and subject to penalty
action.
The routine maintenance of a lagoon involves the following:
• Maintenance of a vegetative cover for the dam. Fescue or common bermudagrass
are the most common vegetative covers. The vegetation should be fertilized each
year, if needed, to maintain a vigorous stand. The amount of fertilized applied
should be based on a soils test, but in the event that it is not practical to obtain a
soils test each year, the lagoon embankment and surrounding areas should be
fertilized with 800 pounds per acre of 10-10-10, or equivalent.
• Brush and trees on the embankment must be controlled. This may be done by
mowing, spraying, grazing, chopping, or a combination of these practices. This
should be done at least once a year and possibly twice in years that weather
conditions are favorable for heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter the
lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of the lagoon
and at least monthly and after major rainfall and storm events. Items to be checked should
include, as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes --look for:
1. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes
2

Hunter Farms AWS310232
Lagoon surface -- look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment -- look for:
1. settlement, cracking, or"jug" holes
2. side slope stability -- slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack or vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon
dam. A good stand of vegetation will reduce the potential damage caused by wave
action. If wave action causes serious damage to a lagoon sidewall, baffles in the lagoon
may be used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon
has any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is a
threat of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps --check for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need of repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that
you are not completely "surprised" by equipment failure. You should perform your
pumping system maintenance at a time when your lagoon is at its low level. This will
allow some safety time should major repairs be required. Having a nearly full lagoon is
not the time to think about switching, repairing, or borrowing pumps. Probably, if your
lagoon is full, your neighbor's lagoon is full also. You should consider maintaining an
inventory of spare parts or pumps.
• Surface water diversion features are designed to carry all surface drainage
waters (such as rainfall runoff, roof drainage, gutter outlets, and parking lot
runoff) away from your lagoon and other waste treatment or storage
structures. The only water that should be coming from your lagoon is that
which comes from your flushing (washing) system pipes and the rainfall that
hits the lagoon directly. You should inspect your diversion system for the
following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height
3

Hunter Farms AWS310232
Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an overflow problem from a surface water diversion or there may be seepage into
the lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before waste
loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the end of the
pipe to discharge near the bottom of the lagoon during initial filling or another
means of slowing the incoming water to avoid erosion of the lining.
4. When possible, begin loading new lagoons in the spring to maximize bacterial
establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon liquid
volume. This seeding should occur at least two weeks prior to the addition of
wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below 7.0, add
agricultural lime at the rate of 1 pound per 1000 cubic feet of lagoon liquid volume
until the pH rises above 7.0. Optimum lagoon liquid pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate biological
activity. Consultation with a technical specialist is recommended if these
conditions occur for prolonged periods, especially during the warm season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily
are optimum for treatment. Pit recharge systems, in which one or more buildings are
drained and recharged each day, also work well.
4

Hunter Farms AWS310232
• Practice water conservation --- minimize building water usage and spillage from
leaking waterers, broken pipes and washdown through proper maintenance and
water conservation.
• Minimize feed wastage and spillage by keeping feeders adjusted. This will reduce
the amount of solids entering the lagoon.
Management:
• Maintain lagoon liquid level between the permanent storage level and the full
temporary storage level.
• Place visible markers or stakes on the lagoon bank to show the minimum liquid level
and the maximum liquid level. (Figure 2-1).
• Start irrigating at the earliest possible date in the spring based on nutrient
requirements and soil moisture so that temporary storage will be maximized for the
summer thunderstorm season. Similarly, irrigate in the late summer / early fall to
provide maximum lagoon storage for the winter.
• The lagoon liquid level should never be closer than 1 foot to the lowest point of the
dam or embankment.
• Don not pump the lagoon liquid level lower than the permanent storage level unless
you are removing sludge.
• Locate float pump intakes approximately 18 inches underneath the liquid surface and
as far away from the drainpipe inlets as possible.
• Prevent additions of bedding materials, long-stemmed forage or vegetation, molded
feed, plastic syringes, or other foreign materials into the lagoon.
• Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
• Maintain strict vegetation, rodent, and varmint control near lagoon edges.
• Do not allow trees or large bushes to grow on lagoon dam or embankment.
• Remove sludge from the lagoon either when the sludge storage capacity is full or
before it fills 50 percent of the permanent storage volume.
• If animal production is to be terminated, the owner is responsible for obtaining and
implementing a closure plan to eliminate the possibility of a pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:
5

Hunter Farms AWS310232
• proper lagoon sizing,
• mechanical solids separation of flushed waste,
• gravity settling of flushed waste solids in an appropriately designed basin, or
• minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
• have more nutrients,
• have more odor, and
• require more land to properly use the nutrients.
Removal techniques:
• Hire a custom applicator.
• Mix the sludge and lagoon liquid with a chopper- agitator impeller pump through large
- bore sprinkler irrigation system onto nearby cropland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; mix
remaining sludge; pump into liquid sludge applicator; haul and spread onto cropland or
forageland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland;
dredge sludge from lagoon with dragline or sludge barge; berm an area beside lagoon
to receive the sludge so that liquids can drain back into lagoon; allow sludge to
dewater; haul and spread with manure spreader onto cropland or forageland; and soil
incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and
crop requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage.
Close attention by the pumper or drag-line operator will ensure that the lagoon liner
remains intact. If you see soil material or the synthetic liner material being disturbed, you
should stop the activity immediately and not resume until you are sure that the sludge
can be removed without liner injury. If the liner is damaged it must be repaired as soon
as possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal
content than liquid. Because of this it should probably be applied to land with low
phosphorus and metal levels, as indicated by a soil test, and incorporated to reduce the
chance of erosion. Note that if the sludge is applied to fields with very high soil-test
phosphors, it should be applied only at rates equal to the crop removal of phosphorus.
As with other wastes, always have your lagoon sludge analyzed for its nutrient value.
6

Hunter Farms AWS310232
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.

Hunter Farms AWS310232
EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) 910-796-7215
EMERGENCY MANAGEMENT SERVICES (EMS) 910-296-2160
SOIL AND WATER CONSERVATION DISTRICT (SWCD) 910-296-2120
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) 910-296-2121
COOPERATIVE EXTENSION SERVICE (CES) 910-296-2143
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort
to ensure that this does not happen. This plan should be posted in an accessible
location for all employees at the facility. The following are some action items you should
take.
1. Stop the release of wastes. Depending on the situation,this may or may not be possible. Suggested
responses to some possible problems are listed below.
A. Lagoon overflow-possible solutions are:
a) Add soil to berm to increase elevation of dam.
b) Pump wastes to fields at an acceptable rate.
c) Stop all flow to the lagoon immediately.
d) Call a pumping contractor.
e) Make sure no surface water is entering lagoon.
B. Runoff from waste application field-actions include:
a) Immediately stop waste application.
b) Create a temporary diversion to contain waste.
c) Incorporate waste to reduce runoff.
d) Evaluate and eliminate the reason(s)that cause the runoff.
e) Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers-action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Close valves to eliminate further discharge.
d) Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators-action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Make sure siphon occurs.
d) Stop all flow in the house,flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks-
possible action:
a) Dig a small sump or ditch from the embankment to catch all seepage, put in a submersible
pump, and pump back to lagoon.
b) If holes are caused by burrowing animals,trap or remove animals and fill holes and
compact with a clay type soil.
8

Hunter Farms AWS310232
c) Have a professional evaluate the condition of the side walls and the lagoon bottom as soon
as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger(either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone #, After hours,
emergency number: [phone]. Your phone call should include: your name, facility
number, telephone number, the details of the incident from item 2 above, the exact
location of the facility, the location or direction of the movement of the spill, weather and
wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice/technical assistance phone number.
4. If none of the above works call 911 or the Sheriff's Department and explain your problem to
them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize offsite damage.
a. Contractors Name: Agrlment services,Inc.
b. Contractors Address: Po Box 1096, Beulaville,NC 28518
c . Contractors Phone: [phone]
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: Geno Kennedy
b. Phone: [phone]
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify
the damage, repair the system, and reassess the waste management plan to keep
problems with release of wastes from happening again.
9

Hunter Farms AWS310232
INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids ( )Flush system is designed and operated
sufficiently to remove accumulated
solids from gutters as designed.
(� Remove bridging of accumulated solids at
discharge
_Lagoons and Pits Crusted Solids ( )Maintain lagoons,settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30%of surface.
Excessive Decaying vegetation(✓)Maintain vegetative control along banks of
Vegetative Growth lagoons and other impoundment's to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage () Design,operate and maintain feed systems(e.g..
bunkers and troughs)to minimize the accumulation
of decaying wastage.
() Clean up spillage on a routine basis(e.g.7-10 day
interval during summer;15-30 day interval during winter).
Feed Storage Accumulation of feed () Reduce moisture accumulation within and around
residues immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment(e.g.,covered bin for
brewer's grain and similar high moisture grain
products).
() Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Accumulation of animal () Eliminate low area that trap moisture along fences
Areas wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal.
() Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e.inspect for and remove or break up accumulated
solids as needed).
MIC--November 11,1996
10

Hunter Farms AWS310232
Dry Manure Handling Accumulations of animal ()Remove spillage on a routine basis(e.g.7-10 day
Systems wastes interval during summer;15-30 days interval during
winter)where manure is loaded for land application
or disposal.
()Provide for adequate drainage around manure stockpiles
()Inspect for and remove or break up accumulated wastes
in filter strips around stockpiles and manure handling
areas as needed.
The issues checked (vf 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.
eJ�
T (Landowner Signature)
For more information contact the Cooperative Extension Service, Department of Entomology, Box
7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC-- November 11, 1996
11

Hunter Farm
Swine Farm Waste Management—Odor Control Checklist Permit No.: AWS310232
Date: 2/16/2024
INSTRUCTIONS FOR USE Owner Signature:
♦ Odor Control Checklist is required by General Statute 143-215.10C(e)(1)
♦ Check any/all the BMPs you will implement on this facility. Items checked/selected become a requirement of the CAWMP.
♦ Items in bold or pre-selected are required.
♦ Add any site-specific details related to the selected BMPs
♦ Include any other odor control measures not listed
♦ NOTE: Not all BMPs may be cost-effective for every facility. Evaluate each BMP prior to selecting for your facility.
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
FARMSTEAD
♦ Swine Production ❑■ Maintain vegetative or wooded buffers at or •Traps dust and gases, provides dilution
near property boundary and visual screening
• May require third party input/approval
♦ Improper drainage ❑■ Grade and landscape so water drains away • Reduce odors and vectors that occur
from facilities and prevent ponding with stagnant conditions
Maintain farm access roads and prevent traffic • Prevents spillage during transport and
in waste application area tracking of waste onto public roads
❑ Other BMPs—please describe
MORTALITY MANAGEMENT
♦ Carcass ® Dispose of mortality using method approved • Required by statute and permit
Decomposition by NCDA&CS State Veterinarian. Manage • May require third party input/approval
According to CAWMP(Mortality Management
Checklist) and permit(s).
❑ Put carcasses in refrigerated (or freezer) dead
boxes within 24 hours for short-term mortality
storage.
♦ Incomplete Incineration ❑ Use incinerators with secondary burners for • Reduce odors by complete incineration
complete combustion.
❑ Other BMPs—please describe
Swine AMOC Page 1 of 6 APPROVED—7/25/2019

Hunter Farm
Swine Farm Waste Management— Odor Control Checklist Permit No.: AWS310232
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
HOUSE/BARN—WASTE HANDLING
♦ Flush tanks ❑ Install flush tank covers • Pit-flush systems
♦ Odorous Gases ❑■ Flush pits at least 4 times per day . Pit-flush systems
♦ Partial microbial ❑ Empty pits at least once every 7 days • Pit-recharge or"pull-plug" systems
decomposition ❑ Underfloor flush with pit ventilation
♦ Agitation of wastes ❑ Install/extend fill lines to near bottom of
tanks with anti-siphon vents
❑ Install covers on outside waste collection or
junction box
❑ Install sump tank covers for lift stations
♦ Ammonia ❑ Flush/recharge with treated effluent
❑ Treat waste in pits with proven biological or • Monitor for any solids accumulation in pit
chemical additive
❑ Other BMPs—please describe
HOUSE/BARN—FLOOR AND INDOOR SURFACES
♦ Manure covered floors ❑ Scrape manure from alleys into pens daily •Will move with other manure via pits
N Install fully slotted floor system
❑■ Install waterers over slotted floor area
❑ Install feeders at high end of solid floors •Where applicable
♦ Odorous Gases ❑ Scrape manure buildup from floors and walls •Aids in animal cleanliness
❑ Keep floors dry •Aids in animal cleanliness
❑Q Install underfloor ventilation for drying
❑ Replace bedding/scrape at frequency to •Solid floor/bedding systems
keep bedding dry
❑ Other BMPs—please describe
Swine AMOC Page 2 of 6 APPROVED—7/25/2019

Hunter Farm
Swine Farm Waste Management — Odor Control Checklist Permit No.: AWS310232
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
HOUSE/BARN—VENTILATION
♦ Dust H Clean fans regularly—specify frequency
♦ Volatile/odorous gases ❑■ Efficient air movement
❑ Install temperature and humidity sensors to
control ventilation
❑ Treat barn exhaust • Examples: biofilters,wet scrubbing,windbreaks
• May reduce ventilation rate depending on method
❑ Other BIVIPs—please describe
HOUSE/BARN—FEED
♦ Dust ❑ Install feed covers
♦ Adsorbed Gases ® Keep outdoor feed storage covered except •Required by rule 1SA NCAC 02D.1802
When necessary to add/remove feed
❑ Minimize free-fall height of dry feed
❑ Install feed delivery downspout extenders
to the feed covers
❑ Remove spoiled/unusable feed on regular basis
❑ Feed pellets instead of dry meal • May require third party input/approval
❑ Use feed additives • May require third party input/approval
♦ Ammonia ❑ Use feed-reduced crude protein diet • May require third party input/approval
❑ Other BMPs—please describe
HOUSE/BARN—GENERAL
♦ Dust ❑ Install temperature and humidity sensors • Maintain relative humidity at 40 to 65%
♦ Odorous Gases to control ventilation
❑ Use ultraviolet light to treat indoor air
❑ Use indoor or outdoor electrostatic space •Can be used to treat exhaust air
charge system
❑ Other BMPs—please describe
Swine AMOC Page 3 of 6 APPROVED—7/25/2019

Hunter Farm
Swine Farm Waste Management—Odor Control Checklist Permit No.: AWS310232
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
LAGOON/WASTE STORAGE STRUCTURE
♦ Volatile Gases M Maintain proper lagoon volume • Sufficient liquid volume/depth is required
for proper anaerobic treatment
❑ Minimize free-fall height of waste from
discharge pipe to lagoon surface
❑ Extend discharge point of pipe to below lagoon • Use caution not to scour or damage lagoon liner
liquid level
❑■ Maintain proper surface area-to-volume ratio
X Use correct lagoon start-up procedures
❑ Aerate for odor control
® Manage sludge levels based on annual sludge
survey as required by permit
❑ Keep spilled feed or foreign debris out of lagoon
to prevent excess sludge accumulation
❑ Install/use solids separation system
❑ Use proven biological or chemical additives • Monitor for any increase in rate of solids accumulation
❑ Use permeable lagoon covers(not a digester)
❑ Use impermeable lagoon cover or • Methane can be flared if not utilized
anaerobic digester
❑ Other BMPs—please describe
LAND APPLICATION
♦ Odorous gases ® Perform land application in accordance with
CAWMP
♦ Wind drift ® Pump intake near lagoon surface • Required by rule 15A NCAC 02D.1802
❑ Pump from second stage lagoon
❑ Follow good neighbor policy *Avoid application on known weekends,
special days, or holidays/eves if possible
❑■ Operate at minimum recommended pressure
❑ Increase setbacks beyond those required by
statute, rule, or permit
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Hunter Farm
Swine Farm Waste Management—Odor Control Checklist Permit No.: AWS310232
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
LAND APPLICATION (CONTINUED)
M Apply during favorable wind conditions, • Recommend checking predicted average hourly
(especially for traveling guns or impact wind speed within 24 hours prior to
sprinklers) anticipated start
❑ When practical, apply waste on sunny days •Allows for vertical dissipation of odor
rather than cool,overcast days
❑ When possible, apply waste mid-morning to •Allows for better vertical dissipation of odor
late-afternoon
❑ For traveling guns, use taper-ring or taper-bore • Less odor and drift than ring nozzles
nozzles
❑ For traveling guns, use largest-available nozzle
that provides acceptable application uniformity
❑ Replace impact sprinklers with low-drift nozzles
on center pivots and linear move systems.
❑ Use hose-drag system
❑ Use injection method for waste application
❑ Other BMPs—please describe
SLUDGE DISPOSAL
♦ Odorous gases ❑■ Transport sludge in covered vehicles or tankers
K Apply in thin, uniform layers •Speeds drying and prevents ponding
M Incorporate land-applied sludge as soon as •Required within 48 hours or prior to next rain event,
practical after application,and in accordance whichever is first,for conventionally tilled
with permit. bare soils
❑ Use injection method for sludge application
❑ Dewater sludge prior to application
❑ Use alternatives to land application, such as
compost, gasification, energy generation, etc.
❑ Other BMPs—please describe
Swine AMOC Page 5 of 6 APPROVED—7/25/2019

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

Version—November 26,:018
Mortality Management Methods
Indicate which method(s)will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
❑ Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should beat least one foot above the seasonal
high water table.Attach burial location map and plan.
O Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200,
lvl F] Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C.0102.
ElA 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 a In the case of dead poultry only,placing in a disposal pit of a sae and design approved by the
NC Department of Agriculture&Consumer Services(G.S. 106-549.70).
Q ❑ Any method which,in the professional opinioneof the State Veterinarian,would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
❑ Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options;contact the Division for guidance.
A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
o Burial must be done in accordance with NC General Statutes and NCDAB�CS Veterinary
Division regulations and guidance.
Mass burial sites are subject to additional permit conditions(refer to facility's animal
waste management system permit).
o 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.
Ar
Signature arm O r anager Date
Date
lgnatu f Techpi al Specialist
i

DEVICES TO AUTOMATICALLY STOP IRRIGATION EVENTS
STATE GENERAL PERMITS
The State of North Carolina has issued State General Permits for animal facilities to operate in North Carolina. These
Permits meet both State and EPA requirements and provide coverage for the following types of facilities.
• AWG100000-Swine Facilities
• AWG200000-Cattle Facilities
• AWG300000-Poultry Facilities with a liquid waste management system
You have recently been issued a Certificate of Coverage(COC)to operate your animal facility under one of these General
Permits.
Condition II.24 of each of these Permits reads as follows:
The Permittee shall:
a.install,operate,and maintain devices on all irrigation pumps/equipment designed to automatically stop irrigation
activities during precipitation;or
b.commit to provide for the presence of the OIC,a designated backup OIC,or a person under the supervision of an
OIC or designated backup OIC at all times during the land application of waste so that in case of a precipitation
event,the irrigation activities will be stopped immediately. This commitment must be submitted in writing to the
Division on a form supplied by,or approved by,the Division.[G.S§90A-47]
Installation of devices or submission of alternate documentation shall be completed within 12 months of the
issuance of the COC for this General Permit. The Permittee shall maintain such devices according to the
manufacturer's instructions and warranties.This Condition does not apply to manure spreaders or other equipment
pulled by manned vehicles.[1 SA NCAC 02T.0108(b)]
Please check the box below that indicates your commitment to do one of the following.
Ve Within twelve(12)months of the effective date of a COC issued under this permit,I shall install,operate and maintain
devices on all irrigation pumps/equipment designed to automatically stop irrigation activities during precipitation.
This condition does not apply to manure spreaders or other equipment pulled by manned vehicles.
I I I will commit to provide for the presence of the Operator in Charge(OIC),the designated backup OIC, or a person
under the supervision of an OIC or backup OIC at all times during the land application of waste.
"I certify under penalty of law that this document was prepared under my direction or supervision in accordance with a
system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my
inquiry of the person or persons who manage the system,or those persons directly responsible for gathering the information,
the information submitted is,to the best of my knowledge and belief,true,accurate,and complete.I am aware that there are
significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing
violations."
LUAI-735,tL 41u
Facility Name Permit Number
Owner/Permittee Name and Title(type or print)
to
Signature of Owner/Permittee Date
Signature of Operator in Charge(if different from Permittee) Date
DTASIE 1-21-2020