310232_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2019, the North Carolina State Non-Discharge•General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3,2019.
Please do not leave any question unanswered Please verify all Information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 31-0232 Certificate Of Coverage Number: AWS310232
2. Facility Name: Hunter Farms
3. Landowner's Name(same as on the Waste Management Plan): Milton R Hunter
4. Landowner'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): Douglas Hunter
8. Farm Manager's telephone number(include area code): 910-285-5719 Ext.
9. Integrator's Name(if there is not an Integrator,write"None"): Prestage Farms Inc
10. Operator Name(OIC): ter pe e� Phone No.: OIC#!: W659. 4 4$ 1
�
11. Lessee's Name(if there is not a Lessee,write"None"): ato-2�S-s?t Jf Sic /Jec'
O�c
12. Indicate animal operation type and number: G OC 044'"f_r_ r
Current Permit: Operations Type Allowable Count
Swine-Feeder to Finish 2,940
Operation Tvcea•
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name Built Unknown) (Cubic Feet) (Square Feet) (Inches)
78,408.00 19.50
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.1OC(d)to the address below.
The CAWMP must include the following components:
L The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example:irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g.composting,digesters,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scam and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

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

Version—November 26,2018
Mortality Management Methods
Indicate which method(s)will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
❑ Q Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106403). The bottom of the burial pit should be at least one foot above the seasonal
high water table.Attach burial location map and plan.
El 1:1 Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
71 U Rendering at a rendering plant licensed under G.S. 106.168.7.
Complete Incineration according to 02 NCAC 52C.0102.
❑ A composting system approved and permitted by the NC Department of Agriculture&Con-
sumer Services Veterinary Division(attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
❑ In the case of dead poultry only,placing In a disposal pit of a size and design approved by the
NC'Department of Agriculture&Consumer Services(G.S. 106-549.70).
❑ ❑ Any method which,in the professional opinion%of the State Veterinarian,would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the Stale 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 Slate
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions(refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency.the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106.399.4.
Signature arm O r anager Date q
"goatuafTech aSpecialist Date

APPENDIX 11.1A
ANIMAL WASTE MANAGEMENT SYSTEM
OPERATOR IN CHARGE
DESIGNATION FORM
ANIMAL WASTE MANAGEMENT SYSTEM:
Facility ID Number: .3 )r .2 3 A County:
OPERATOR IN CHARGE 4-4/h-^ 12- A"k-,
Home Mailing Address Crrsr-
City w 41/14ce- State Ay L Zip .'2 44
Certificate# 1 q {�_ Social Security#
Work Phone Home Phone f/b - SAS S 7i 9
Signature Date -!9-/ S
OWNER /`1►/ A
Mailing Address 711 Caprcs-3 Cecak& City A/a Aft t
State 4.)L ip Zqc4 6 Telephone 7i s
Signature Date 3-1�P-( I
Please Mail to: WPCSOCC
Division of Water Quality
1618 Mail Service Center
Raleigh,N.C. 27699-1618

Nutrients applied in accordance with this plan will be supplied
from the following source(s):
Commercial Fertilizer is not included in this plan.
F
Swine Feeder-Finish Lagoon Liquid waste generated 2,725,38o gals/year by a
2,94o animal Swine Finishing Lagoon Liquid operation.This production facility
has waste stora a ca acities of a roximatel 18o da s.
Estimated Pounds of Plant Available Nitrogen Generated per Year
ast 6277
ated 1o78o
Injected 11872
Irrigated 6823
Max.Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN Obs) * Applied Obs) Deficit Obs) Applied(Gallons) Deficit(Gallons)
Year 1 61823 10573 -39750 41223422 -1,498,o42
Year 2 6,823 10250 -3,427 4,094462 -1936%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 Printedo2-21-2005 Source Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field Realistic
Yield estimates are also provided for each crop in the plan. In addition,the Leaching Index for each field is shown,
where available.
Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index 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 1 16 2.12 2.12 N/A Goldsboro Corn,Grain 13o bu.
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 1 o bu.
Wheat,Grain 65 bu.
Soybeans,Manured,Double Crop 38 bu.
7948 1 4.90 4.90 N/A Foreston Corn,Grain 12o bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
8 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 3.01 3.01 N/A Goldsboro Corn,Grain 13o bu.
Wheat,Grain 65 bu.
Soybeans,Manured,Double Crop 38 bu.
8 14 1.65 1.65 N/A Goldsboro Corn,Grain 13o bu.
Wheat,Grain 65 bu.
Soybeans,Manured,Double Crop38 bu.
7948 2 4.11 4.11 N/A Foreston Corn,Grain 12o bu.
1 S426o 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 aching
Tract Field Acres I 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 1 44• 4.39 N/A Goldsboro Corn Grain 13o bu.
Wheat,Grain 65 bu.
Soybeans,Manured,Double Crop 38 bu.
48 5 4.28 4.28 N A Goldsboro Corn Grain 130 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.
48 8 o.96 o.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.
-4 Soybeans,Manured,Double Crop 38 bu.
PLAN TOTALS: 52.02 52.02
Li PoteidULe(whim Technical Guidance
Low potential to contribute to soluble None
2 nutrient leaching below the root zone.
>=2& Moderate potential to contribute to Nutrient Management(59o)should be planned.
soluble nutrient leaching below the
<=10 root zone.
High potential to contribute to soluble Nutrient Management(59o)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 Inter
Strips(393)and Riparian Forest Buffers(391).
1 SQ26o Database Version 3.1 Date Printed 2/21/2005
PCs Page 2 of 2
NOTE: Symbol*means user entered d

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown,their nutrient requirements,aI -
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 incluch
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 Ccmm. Res. Manure Liquid Solid Liquid Solid
n Fert. (lbs/ PA manuremanum Manure Manure
PA Nutrien A) Nutrien Applied AppliedApplied Applied
Nutrien t tApplie (acme) (acre) (Field) (Field)
t Applied d
Sourc Total Use APplic (1bs/A) Applies A t000
Tract Feld a Soil Series Aces Acres Crop RYE Period (1b�(A) N N Metho N gal/A Tons i000 gals tons
5744 15 S7 Rains o.72 o.72 Corn,Grain 125 bu. 2/15-6/3o 135 0 20 Irrig. 115 45.9 0.0 33-07 0.00
5744 3-5 S7 Rains o.72 o.72 Wheat,Grain 55 bu. 9/1-4/3o 1o6 1 0 0 Irrig. 64 25-40 0.00 18.29 0.00
5744 16 S7 IGIldsboro 2.12 212 Corn,Grain 13o 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 0 o Irrig. 8 32-59 0.0 69.10 0.00
5744 17 S7 Goldsboro 2.53 2.53 Corn,Grain i3o bu. 2/15-6/3o 148 0 20 Irrig. 128 51.13 0.00 129-36 0.00
5744 17 S7 Goldsboro 2-53 2.58 Wheat,Grain 65 bu. 9/1-4/30 136 0 0 Irrig. 82 32-59 0.0 82-46 0.00
5744 18 S7 Goldsboro 2.53 2.53 Corn,Grain i3o bu. 2/i5-6/3o 148 0 20 Irrig. 128 51.13 O.00J 129.36 0.00
5744 18 S7 Goldsboro 2.53 2.53 Wheat,Grain 65 bu. 9/i-4/3o 136 0 o Irrig. 82 325 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. 11 46.74 o.00 229.00 0.00
7948 1 S7 Foreston 4.90 4.90 Wheat,Grain 55 bu. 9/1-4/30 115 0 o Irrig 69 27.50 moo 135-05 0.00
7948 to 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 to 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 i1 S7 Goldsboro 0.63 0.63 Corn,Grain i3o bu. 2/15-6/30 148 0 20 Irrig. 128 51.13 0.00 32.21 0.00
7948 11 S7 Goldsboro 0.63 o.63 Wheat,Grain 65 bu 9/i-4/3o 136 o o Irrig. 8 32.59 O.o 20.53 0.00
7948 iz S7 Goldsboro 1.82 1.82 Corn,Grain 13o bu.[2/15 6/30 148 0 20 Irrig. 12 51.13 0.00 93.05 0.00
7948 i2 S7 Goldsboro 1.82 1.82 Wheat,Grain 65bu. 9/1-4/30 136 0 0 Irrig. 8 32.59 0.00 59.3z o.00
18926c Database Version 3.1 Date Printed:2/21/20- WC)T Page i

Waste Ui... on Ta r i
Nitroge Canm Res. Manure Liquid Solid liquid Solid
n Fert. (lbs/ PA Manu Manu Manure Manure
PA Nutrien A) Nutrien Appliedppli Applied Applied
Nutrien t tApplie (acre) (acre) (Field) (Field)
t Applied d
Sours Total Use. Applic. s A Applies loon
Tract Field a Soil Series Acres Acres Crop RYE Period (lbpJA) N N Metho N gal/A Tons loon gals tons
7948 13 S7 Goldsboro 3.01 3.01 Corn,Grain 13o bu. 2/15-6/3o 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. 9/1-4/3o 136 0 0 Irrig. 82 32.59 0.00 98.11 0.00
7948 14 S7 Goldsboro L65 1.65 Corn,Grain 13o bu. 2/15-6/3o 148 0 20 Irrig. 128 5L13 0.0 84-36 0.00
7948 14 S7 Goldsboro 1.65 1.65 Wheat,Grain 65 bu. 9/1-4/30 136 0 o Irrig. 8 32.5 0.00 53.78 0.00
7948 2 S7 IForeston 4.11 4.11 Corn,Grain 12o bu. 2/15-6/30 137 0 20 Irrig. 117 46-74 moo 192.o8 0.00
7948 2 S7 Foreston 4.11 4.11 Wheat,Grain 55 bu. 9/i-4/3o u5 0 o Irrig. 69 27-56 o. 113.28 0.00
7948 3 S7 Foreston 4.03 4.03 Corn,Grain 12o bu. 2/i5-6/3o 137 0 20 Irrig. 117 46.74 0.00 188.34 0.00
7948 3 S7 Foreston 4.o3 4.o3 Wheat,Grain 55 bu. 9/1-4/3o 115 0• o Irrig. 69 27.56 o.00 w.o7 0.00
7948 4 S7 Goldsboro 4.39 4.39 Corn,Grain 13o bu. 2/15-6/3o 148 0 20 Irrig. 12 51-13 0.04 22445 0.00 y
7948 4 S7 Goldsboro 4.39 4.39 Wheat,Grain 65 bu. 9/1-4/3o 136 0 o Irrig. 82 32.59 0.00 143.09 0.00 =
7948 5 S7 Goldsboro 4.28 4.28 Corn,Grain 13o bu. 2/15-6/3o 148 0 20 Irrig. 128 51.13 0.00 218-831 0.00
7948 5 S7 Goldsboro 4.28 4.28 Wheat,Grain 65 bu. 9/1-4/30 136 1 0 o Irrig. 1 82 32.59 0.00 139.50 0.00
7948 6 S7 Idsboro 3.43 3.43 Corn,Grain 13o bu. 2/15-6/3o 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. 9/1-4/3o 136 0 o Irrig. 82 32.5 0.00 111.80 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 mod 203.49 0.00
7948 7 87 Goldsboro 3.98 3.98 Wheat,Grain 65 bu. 9/i-4/3o 136 0 0 Irri& 82 32.59 0.00 129.78 0.00
7948 8 S7 Goldsboro o.96 o.96 Corn,Grain 13o bu. 2/i5-6/3o 148 0 20 Irrig. 12 51.13 0.0 49.08 0.00
7948 8 S7 IGoldsboro o.96 o.96 Wheat,Grain 65 bu. 9/i-4/3o 136 0 o Irrig. 82 32.59 0.00 31.29 0.00
7948 9 S7 Goldsboro 3.48 3.48 Corn,Grain 13o bu. 2/15-6/3o 148 0 20 Irrig. 12 51. 0.00 177.93 0.00
7948 g S7 Goldsboro 3.48 3.48 Wheat,Grain 65 bu. 9/1-4/3o 136 0 o Irrig. 8 32•59 0.0 113.43 0.00
18926o Database Version 3.1 Date Printed:2/21/2005 WUT Page 2 of 5

Waste Ui,—zation Ta Year i
NitrogeComm. Res. Manure Liquid Solid Liquid Solid
n Fert (ibs/ PA Manure Manure Manure Manure
PA Nutrien A) Nutrien AppliedApplied Applied Applied
Nutrien t tApplie (acre) (acre) (Field) (Field)
t Applied d
Sours Total Use. Applic 1 s A APplic s l000
Tract Field a Soil Series Acres Acres Crop RYE Period (1bWA) N N Metho N gal/A Tons i000 gals tons
Total Applied,i000 gallons 4,223.4
Total Produced,i000 gallons 2,7253
Balance,i000 gallons -tA98•0
Total Applied,tons 0.00
Total Produced,tons 0.00
Balance,tons 0.00
Notes: 1. In the tract column,-symbol means leased,otherwise,owned. 2. Symbol*means user entered data.
18926' Database Version 3.1 Date Printed:2/21/2r WUT Page 3

Waste Ut... lion Ta ar 2
Nitroge Cam m. 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 Applied d
Sours Total Use. Applic1 s A APplic 1000
Tract Field a Soil Series Acres Acres Crop RYE Period ObPW N N Metho N gal/A Tons l000 gals tons
5744 15 S7 Rains 0.72 o.72 Wheat,Grain 55 bu. 9/1-4/30 1o6 0 0 Irrig. 42 16.9 0.0 12.19 0.00
5744 15 S7 Rains 0.72 o.72 Soybeans,Manured,Double Crop 37 bu. 4/1-9/15 143 0 0 Irrig. 143 57.12 0.0 41.13 0.00
5744 16 S7 Goldsboro 2.12 2.12 Wheat,Grain 65 bu. 9/1-4/30 136 o o Irrig. 54 21.73 0.0 46.0 0.00
5744 16 S7 Goldsboro 2.12 2.12 Soybeans,Manured,Double Crop 38 bu. 4/1-9/15 149 o o Irrig. 149 59.52 o.00 126.18 0.00
5744 1 17 S7 Goldsboro 2.53 2.53 Wheat,Grain 65 bu. 9/1-4/30 136 0 o Irrig 21.73 0.00 54.98 0.00
5744 1 17 S7 Goldsboro 2.53 2.58 Soybeans,Manured,Double Crop 38 bu. 4/1-9/15 149 0 0 Irri& 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 0 Irrig. 54 21.73 0.0 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. 149 59. 0-00 150.58 0.00
7948 1 S7 Foreston 4.90 4.90 Wheat,Grain 55 bu. 9/1-4/3o n5 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 o Irrig. W 53.13 0.00 260.32 0.00
7948 to 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 I Irri& 14 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 0 0 Irrig. 149 59-52 0.0 37.50 0.00
7948 12 S7 Goldsboro 1.82 1.82 Wheat,Grain 65 bu. 9/1-4/30 136 0 0 brig 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 Irri& 149 59-52 0.00 io8.32 0.00
7948 13 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 0 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 0 Irrig 21-73 0.0 35.85 0.00
7948 14 S7 Goldsboro 1.65 1.65 Soybeans,Manured,Double Crop 38 bu. 4/1-9/15 149 0 0 Irri& 149. 59• 0.00 98.20 0.00
7948 2 S7 Foreston 4.11 4.11 Wheat,Grain 55 bu. 9/1-4/30 115 0 o Irri& 46 18.3 0.00 75.5 0.00
7948 2 S7 Foreston 1 4.11 4.11 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 Irrig. 133 53.13 0.00 218.35 0.00
18926o Database Version 3.1 Date Printed:2/21/2005 WUT Page 4 of 5

Waste Ut-nation Ta Year 2
Nitroge Cantu. 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 kpplied d
soure Total Use. Applies Req A Appli¢ 1000
Tract Field a Soil Series Acres Acres Crop RYE Period nbp4A) N N Metho N gal/p Tons l000 gals tons
7948 3 S7 Foreston 4.03 4.03 Wheat,Grain 55bu. 9/1-4/30 115 0 o 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 53.13 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 SI Goldsboro 4.39 4.39 Soybeans,Manured,Double Crop 38 bu. 4/1-9/15 149 0 0 Irrig. 149 59-52 0.00 261.28 0.00
7948 5 S7 kOldsbOrO 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 koldsboro 4.28 4.28 Soybeans,Manured,Double Crop 38 bu. 4/1-9/15 149 0 0 Irrig. 149 59.52 0.00 254.73 0.00
7948 6 S7 koldsboro 3.43 3.43 Wheat,Grain 65 bu. 9/1-4/30 *6 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 0 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 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. 14 59.52 o.00 236.88 o.00
7948 8 S7 koldsboro o.96 o.96 Wheat,Grain 65 bu. 9/1-4/30 136 0 0 Irrig 54 21.73 0.00 20.86 0.00
7948 1 8 S`7 koldsboro o.96 0.96 Soybeans,Manured,Double Crop 38 bu. 4/1-9/15 149 0 0 Irrig. 149 59.52 0.00 57.14 0.00
7948 1 9 S7 kOldsboro 3.48 3.48 Wheat,Grain 65 bu. 9/1-4/30 136 0 0 Irrig 21-73 0.00 75.62 0.00
7948 1 9 87 koldbor. 1 3.48 3.48 Soybeans,Manured,Double Crop 381111 4/1-9/15 149 0 o Irrig. 149 59• 0.00 207.12 0.00
Total Applied,1000 gallons 4,094.1
Total Produced,loon gallons 2,725.38
Balance,loco gallons -1,368.78
Total Applied,tons 0.00
Total Produced,tons 0.00
Balance,tons 0.00
Notes: 1. In the tract column,-symbol means leased,otherwise,owned. 2. Symbol*means user entered data.
18926, -) Database Version 3.1 Date Printed: 2/21/2r NUT Page 5

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rage 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 any one 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
7948 9 Goldsboro 0.50 1.0
iRn�f n TlatahacP VPrcinn a.i DatP PrintM 9/9i/-Pnnr, TAR Pave 1 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 rages. 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 veryhigh phosphorous levels may also be
a concern.
Lagoon Sludge Nitrogen Utilization Table
Maximum Maximum Sludge
PCorn120
PA-N Rate Application Rate Minimum Acres Minimum Acres Minimum Acres
lb/ac l000 gal/ac 5 Years Accumulation to Years Accumulation 15 Years Accumulation
Swine Feeder-Finish Lagoon Sludge-Standard
150 13.16 36.86 73.71 110.57 '
Hay 6 ton RY.E. 300 26.32 18.43 36.86 55.29
Soybean 4o bu 16o 14.04 34.55 69.11 103.66
18926o Database Version 3.1 Date Printed02-21-2005 Sludge Page i 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.
iource Namt Swine Feeder-Finish Lagoon Liquid D Stora a Ca aci qvsl
Start Date 1 18o
Plan Year Month Available Storage Capacity(D
1 1 28
1 2 O
1 10
1 149
1 180
1 6 180
C•: 1
71 149
1 8 118
1 12
1 10 12
1 it
1 12 180
2 1 180
2 2 18o
2 3 18o
2 4 180
2 5 180
2 6 180
2 Z 18o
2 8 18o
2 9 18o
2 10 1
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

Required Specifications For Animal Waste Management
�. 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.
Animal waste shall be applied to meet, but not exceed, the
nitrogen needs for realistic crop yields based upon soil
type, available moisture, historical data, climatic
conditions, and level of management,unless there are
regulations that restrict the rate of applications for other
nutrients.
4. Animal waste shall be applied to land eroding less than 5
tons per acre per year. Waste may be applied to land
eroding at more than 5 tons per acre per year but less than
10 tons per acre per year provided grass filter strips are
installed where runoff leaves the field(see USDA, NRCS
Field Office Technical Guide Standard 393 - Filter Strips).
�. Odors can be reduced by injecting the waste or by disking
after waste application.Waste should not be applied when
there is danger of drift from the land application field.
18Q26o Database Version.n.x Date Printed:2/21/2001i Specification Page i

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.
9. Animal waste shall be applied on actively growing crops in
such a manner that the crop is not covered with waste to a
depth that would inhibit growth. The potential for salt
damage from animal waste should also be considered.
10. Nutrients from waste shall not be applied in fall or winter
for spring planted crops on soils with a high potential for
leaching.Waste/nutrient loading rates on these soils
should be held to a minimum and a suitable winter cover
crop planted to take up released nutrients. Waste shall not
be applied more than 3o days prior to planting of the crop
or forages breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995
shall comply with the following: The outer perimeter of the
land area onto which waste is applied from a lagoon that is
a component of a swine farm shall be at least 50 feet from
any residential property boundary and canal.Animal
waste, other than swine waste from facilities sited on or
after October 1, 1995, shall not be applied closer that 25 feet
to perennial waters.
12. Animal waste shall not be applied closer than ioo feet to wells
18926o Database Version.n.1 Date Printed:2/21/2005 Specification Page 2

waste shall not applied 2 f
Animal as al o be app ed than oo feet o
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.
vs. 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 drii from the
site.
16. Domestic and industrial waste from washdown facilities,
showers, toilets, sinks, etc., shall not be discharged into the
animal waste management system.
17. A protective cover of appropriate vegetation will be
established on all disturbed areas (lagoon embankments,
berms, pipe runs, etc.). Areas shall be fenced, as
necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and other woody species, etc., are limited to
areas where considered appropriate. Lagoon areas should
be kept mowed and accessible. Berms and structures
should be inspected regularly for evidence of erosion,
leakage, or discharge.
18, If animal production at the facility is to be suspended or
ID
terminated, the owner is responsible for obtaining and
implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution, and erosion.
18426o Database Versions-1 Date Printed:2/21/2005 Specification Page

1% 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.
23. Dead animals will be disposed of in a manner that meets
North Carolina regulations.
18926o Database Version�.i Date Printed:2/21/2005 Suecification Page 4

Crop Notes
The following crop note applies to field(s): 15
Corn r 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 io%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 30-4o days after emergence.The
total amount of N is dependent on soil type.When including a starter in the fertilizer program,
the recommended potassium and any additional phosphorus is normally broadcast at planting.
Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn.Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): 1,1% 11,12,13,14,16,17,18,2,32 4P 5)6,7)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 30-4o 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

The following crop note applies to field(s): 15
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.
The following crop note applies to field(s): 1,1%11,129 13,14,16,i7,182 2,3.,43,52 6,7.1 8,9
Wheat:Coastal Plain,Mineral Soil,low-leachable
In the Coastal Plain,wheat should be planted from October 20-November 25.Plant 22
seed/drill row foot at 1-1 1/2"deep and increase the seeding rate by 5%for each week seeding is
delayed beyond the optimum time.See the seeding rates table for applicable seeding rate
modifications in the current NCSU"Small Grain Production Guide". Also,increase the initial
seeding rate by at least 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.
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 io%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.
The following crop note applies to field(s): i,10,11,12,13,14,16,17918,29&4.,516,7j 81 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-lo 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.
18926o Database Version 3. Date Printed02-21-2005 Crop Note Page 3 of 3

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` Wettable Acres Determination Certification
Name of Facility: e1-- Facility Number: -
Owner(s) Name: a Phone No: !0
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: d `Z
Owner Signature: Date:
Technical Specialist Name: t e
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:
Irrigation Specialist/PE Signatur ' Date:��l—s
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 Is Irrigation
Service,Inc.,for a period of 1 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

7-71c N SEA1/IC F
Animal W2ste Irrigation Plan Certification
Please Circle One: E:z slog New Mz}xamded
gal Information:
N2k. f Farm: r- Facility No:'' 7 3 vL
Owner(s)Name: Phone No:(,? s= 249
Mailing Address: C Ae .P1 r,
Farm Location: CouIIry Farm is located in: `
Latitude and Longitude: / Integrator.
Please attach a copy of a cocmty road map with location identified and desaibed below(Be specific:road es, directicas,miles etc.):
Operation Description:
Type of swine No. Of Animals Type of Poultry No. Of Aamals Type of Cattle ,Ya Of Anhuds
0 wean to Feeder 0 Lzicc 0 Dairy
M'-'F'=ier to Finish Cl 410 ❑Pullers 0 Beef
Q Farrow to wean
Q Farrow to Foeder
Q Farrow to Fmiah
Cl Gilts Other Type of L Vcstodc Number of Animals
Q Boars
Avalabie for Application: Ra*ed Acreage: 37
N .c of ap:mns/_Storage Ponds: Total Capacity: Cubic Feet($3)
Are sac&c impress of the farm:YES os N (Please circle me) .
If YES:ate gains present in the m=of the LAGOON or SPRAY FIELD (please circ k one)
Owner/Manager Agreement
I(we)verify that all the above information is co►xrect and wll be updated upon changing. I (we) 1 *-end the
operation and ere procedures estabF�ed in the approved suu al waste�aanagement plan for the f=named
above and wfil implement these procedures. I (we) know that any won to the m6sting design rapacity of the
waste treatment and storage system or constrocbon of new facilities wM require a new ceirtification to be submitted to
the Division of Environmental Management bore the new animals are stocked. I (we) understand that there must be
no discharge of animal waste from the storage or application system to stu'face waters of the state either directly
through-a man-made conveyance or from a st=event less severe than the 25 year, 24 hour storm and there moist not
be nm-off from the application of animal waste.. I(we) understand.that run-off of pollutants from lounging and heavy
use areas must be using technical stardard developed by the-Natural Resources Conservation Service. The
approved plan well be filed at the farm and at the office of the local Sod and Water Conservation District. I (we) know
that any modification must be approved by a tec mical specialist and submitted to the Soil and Water Conservation
District prior to implementation. A change in land ownership requires written notification to DEIyi or a new
certification(if the approved plan is changed wid3in 60 days of a title transfer.
Nab. Land Owner: zt,6 C�-1ptl
S>gL-.A-e: Date: -- —fig 7
Name of Manager(ifdiffcreat from owner):
Signature: Date:

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,
EXHIBIT D-5
r IRRIGATION SYSTEM DESIGNER
Name: �d/'_cL►G^�/CL�t2 ��lG� �.
Company: J,
Address:
Phone:
REQUIRED DOCUMENTATION
. r
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed irrigation system which includes hydrant locations,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. SpOrces 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-DD.
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.
r r
NRCS,NC
JUNE, 1996

TABLE 4 - Irrigation System Specifications
ITraveling Solid Set
Irrigation Gun Irrigation_
Flow Rate of Sprinkler(gpm) y �
operating Pressure at Pump(psl)
Design Precipitation Rate(InJhr) I ��
Hose Length(feet' I xxxx XXX .
Type of Speed Compensation G I XXXX)()"
Pump Type(PTO,Engine,Electric) I I
Pump Power Requirement(hp) ! 3 I
. I
I
TABLE 5 - Thrust Block Specifications'
Designer may,provide thrust block details on separate sheet.
THRUST BLOCK
LOCATION AREA (sq.ft.)
90'Bend ''—
Deed End 3 `'—
Tee
I
I
'See USDA-NRCS Field Office Technical Guide,Section 1V.Practice Code 430-DD.
• .I
Irrl Parameters USDA-
Cyc 1995 Pa8 North .na

� �• �� � � is � � �-� �• � � � � �
NIL
! i
�._ -w_�f✓i _
All
�.c.! i ' AM t. OFAW
"
•.ter..
MCA
WWI t� _,c/
�./
woow
. — i
111
lll
'/ O �^ .i.� � ��-�Z '' ,��►_ -✓mot. .� � � iL�l ! !�
I / i - •i i i
/ �/• /
/ ,,�i.i -�✓mot_i.. r .1�i�!a�. .� / i,.�/a.rri� _y�' � / �.�.� .�/.��, +•�, � _.�
IIIIIIIIIIIIIIIIIIIIINNAR,�Owo
. ,,

• ` cAwMP wettable.Acre
Traveling Gun Field Data shoe!,2R0/99 '
Hard Hose Traveling Gun System
FIELD*DATA SHEET
1. Make and model number ---.�1>>►�fa.�C�
2. Hose length feet] and hose inside diameter (ID) 3 [inch]
3. Gun make and model number��
4. Gun nozzle size [inch], ring orifice, taper bore orifice.
5. Gun arc angle [degrees]
6. Travel lane spacing, v [feet]. Indicate whether uniform, random.
Number of exterior hydrants Number of interior hydrants
7. Gun wetted diameter 3/7 [feet]. measured, used on gun chart.X i. e' _Ags--,c�-
8. Gun pressure U . [psi]. observed at working gauge,
L,--`determined.from gun charts, calculated (show calculations)
**9. Operating pressure at hose reel psi]. observed at-working gauge,
provided by owner.
**10. Supply line size _[inch] (from pump to last hydrant).
**11. Supply line length /0o AT'feet(maximum pumping distance).
**12. Supply line type c PVC, I-' aluminum.
**13. Pump make and&del number
**14. Pump capacity, 60�U [gpm].
**15. Engine make and model number T7-z�e/7o'
or
**16. Electric motor horsepower and rpm 70 p] 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 line.
Irrigated acres will be determined by travel lane
*.* Optional data, furnish where possible.
*** Information furnished by
:YZ�Z
andlor4--,�7V, Z
Signature of Owner or Facility Representative Signature of Technical Specialist
4�/
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.

l
3/7 /�, .ar e.'"�}--l Z •�� $�, �� .
ABLE 2 - Traveling irrigation Gun Settings 5xe-e �z Z
T l/
3
, rr ;�
r—.,�
Lane % Field No' Ft. per Travel Stop Start .App Travel Lane Wetted I-.quipment Settings Comments Total
Spacing. Spacing 11c>ur Speed Ind I,:nd Ratc Uia.
Acres
I Ivdrant fit/min Wetted Wettcd in/hr t It«t;,� ► rt��,;,, p tior�lc Gur, Rccl Arc
No'- Acres Acres Width Length Dia Pressure Pressure Vattern'
7a �� �'�f � 3 r .y� "y,.7y0 4� � h �_ s� �� � 3�'�a v , - ,�-3 -G3
_t
a q, I L 3' G J!� ' g.�5 cvv 3!U 5 rG�r.+L �U l��� ' / O9410 AV A IiB
Q � 7U�a ( Il 3 < </ U •y0 . -�$�7> 'e- ;GS � �G Ga /�5� �IS'o -peox G _2.6/ 3•✓/
17,9 3 3v " 9 Y. 3�Q ,
' s•
.-f ,
7.0 .a� P /� ��— =- : t� J ' ' �ylv >— �/ d /Y1 oZLo •�y •7.2
c-G 7y !I 3,,c
- ' .
Ao 6 3'q 3 •:'� •y '�s' v� 1 �o� ,sue Poo y 6f
7 tr I �/S !i' l�IJS~ <f-�i� �Yy� fCl �`/� � /�i�':lrc5 = '� •1 El1t'�,Oi
attached mar pr " ,ed h� thr $1l'C'I) l i�IJ O11icc liar licl�l I� :uiun(�).

PO((�,L i r—pc,yp
TABLE 2 - Traveling Irrigation Gun Settings C
------------
hlukc•. ,{�r,,l�•l.rrrcl l:t/,r• uj L,/uil,nr,•,r; -�' �?'�.'/r�C?'.�l•/=-p ,'_^s� — ���G�! ;'.iti f—�i /t/ � �r-r :t �'. 3 L-
bane % Field No' Ft. Per Travel Stop Start App Travel Lanc 'Wcucd Equipment Settings Comments Total
Spacing Spacing d. Flour Speed E'nd l nd Rate I Uia. Acres
Ilvdrant fl/min %k�cttcd Wetted inllir I11coke I:Itective fl Nozzle 6Un Reel Arc
No' . Acres Acres NVIdth Length Dia Pressure Pressure Pattern'
.3 o .y '� .� '
3`y-3 3�a (� r o !m o ,30
02 � , o�h 1�c1.•t✓ �O Sv o �3 0y'/l
, YO r J`rsx3° o YyS d o y a �X 1y7 a
0 o 90 G 3, Y G , v .q .7y 2-ra 3G> 1ASS n"', � I/S 3� �� max SGy= , y
v 70 7,d P 5' Po 3,93 G -yv �y y D SY5` P-E5- "ni, Ga /�S �o a K SYs 3•SF y
a-ov 70 90 o •3`/ -9t !1v 830 �g5� a�mm Ga /�s—" o �7v 830 = 3,zy 3.y3
do 0 7v I P 7 /95' 3,� G • y� .6� �-/t 8' Fy �m:,� <v �� 3°° �/l K S v •30
2 tiv psi, y,� `7 ,?-G o ,N8 ,7y
oQ ,i �° Gv 3G° v 6
oLo 7D D Ao 3� l �J' •6$ �U !+0 �-$5r o4,M � �U r1!`�� 3m� l� .Zoo)c o � •!li - 94
d 7r, ,o P 7.o. 3. 3 v • y s a G7a 70-
`�vv 7rr g 10 3t 6 �,�-$�, .� ,GS i3�! SS �o //5— 3°°�-ry n� = �.q 3.Y� 37•0l
rc attached map ied by the SWCD Field 011ice kir field Ievatior sl.
row separate cntr t`'.or each hN-drant loc-ation in each field.

Billy's Irrigation Service, Inc.
P.O. Box 38
164 John Deer Rd. #1172
Teachey, NC 28464
Phone: [phone]
Fax: [phone]
t
mm
wy
'• A
PERFORMANCE CURVE .,: I.n,. wm6, C.. IFIRR, II..1n.. IT..
L-y1,6 p. IS-I/2'fu. �..'uis'i.:••'�
v 247 PSI 4 wp
I2n2 Nm1 12111
MRnnl ttaw Tm2w Im 11111 V I
_ (228 Nm) Ix6 .� I 1
Ran: )
Ou9
.:jy} n2f 744 L—IGO
4
1217
80
e lml InYntllllent' at = 26m rIv i I
T211oy 24»nrM I I • 1
(46) COnIR1°ft~ 154 RWI i 22N RM ! , 1 42 46
0(Yn 72➢c tR0°R2N $ I
126fl1 IN
1242,
f°ul cbmumplw 9
R18li I ,., ..�' � �m� !I, - ) , -Itmt
° IN 21J 05W 6m IN Hp ,IRI IW° IICO 12b.I
IC°6 ,2ao uoo Imo tmo 2can two 2nm °Rrventrn..oRuclln.atlwrtR r-2 6 WRaB3JQBM
iA^'flRi°—n.n c-Tote w.,.. ne n.n.w�t-T2R6 ^"^ 10. -1: °111-29�n

SERIES 1000/2000
63ATIO50 . 75AT920 . 90AT750 . 90AT985
00 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.
r� TURBINE DRIVE
tJ`il fe n�J The simple high-speed turbine has been developed for both irrigation and slurry.The
�0 cast-iron,open vaned impeller enables solids up to I"to pass through the drive sys-
tem while its powerful high torque motor enables speeds up to 300 feet per hour to
Y be achieved. This makes the unique drive system
the perfect solution for light applications of seed
beds as well as light waste water applications.The
automatic mechanical speed compensation on the
drive unit insures the most accurate of applica-
tions available on turbine-drive travelers.
90AM984-7urbine Drive -
ENGINE DRIVE High speed turbine
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 �-
99%accuracy of speed regulation at all times.
r
tip,_ '1..
Galvanized cart 75ATEC920-L'ngine Drive
CONSTRUCTION
The rugged construction of our travelers give you a high quality,American-Made
product; galvanized to withstand the most arduous of working conditions. Cart,
• A
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 1 3.0" 1 985 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.
r -
ABIPO BOX 909
VILLA RICA,GEORGIA 30180 USA
PHONE: [phone] FAX: [phone]
rvin3nv5.9J

KillfcomCaprarl" P'ro Pumps
Rugged Tractor Driven
Centrifugal Pumps
Kifco-Caprari centrifugal PTO pumps are
, .
designed to suit all types of irrigation
systems.
These rugged, efficient pumps are
$ r usually supplied mounted on a two
wheeled cart making them very easy to
handle.
e Pumps are supplied with cart, PTO drive
shaft and weld-on companion flanges or
fitted with priming valve, primer, pressure
gauge, and suction adapter.
fA very dependable step-up gearbox is an
y integral part of these well proven pumps.
j; 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 70 180 90 110.0 1150 200 250 300 1 350 1 400 450 500 1 600 1 700 1 800 1000 12001400 l""NPT e N Suction
D2/40 PSI 146 146 145 144 143 1 142 133 2" 2"
HP 13 14 15 16 17 17 21
D1/50 PSI 90 90 90 91 91 1 91 90 87 82 76 2" 3"
HP 9 9 10 10 10 11 13 15 17 19
D2/50 PSI 135 136 137 137 137 136 135 128 121 2" 3"
HP 17 17 18 18 19 19 22 25 27
13/50 PSI 170 170 170 170 167 160 150 133 2" 3"
HP 24 25 26 26 30 35 38 41
D2/65 PSI 107 108 108 107 105 103 100 97 4" 4"
HP 18 21 23 27 29 31 34 36
D3/65 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 28 31 33 36 38 40 43 47 51
D04/80 PSI 167 167 166 165 163 160 159 152 143 4" 5"
HP 44 49 53 57 62 66 69 77 84
DMR80-3/2' PSI 192 191 190 187 185 182 178 169 157 140 4" 5"
HP 50 53 56 60 63 66 70 76 83 90
DMR83-3/2' PSI 235 235 235 235 235 232 231 224 213 200 4" 5"
HP 61 66 70 75 80 84 88 97 106 114
D03/100 PSI 116 116 115 114 112 110 103 4" 6"
HP 47 50 54 59 62 68 79
D3/101 HP
1659 158 15 827 5 98 146138 4" 6"
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 90 100 150 200 250 300 350 400 450 500 600 700 800 1000 1200 1400 Ahove details apply to
1000 RPM fully dieted pumps

Technical Specialist Certification
L As a technical specialist designated by the North Carolina.Soil and Water Conservation Commission pursuant to 15A
NCAC 6F .0005, I certify that the animal waste management system for the farm named above has an animal waste
management plan that meets-or exceeds standards and specifications of the Division of Environmental Management
kDEM) as specified in 15A NCAC 2H.0217 and the USDA-Natural Resources Conservation Service (MRCS) and/or the
North Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 2H.0217 and 15A NCAC 6F .0001-
.0005.The following elements are included in the plan as applicable. While each category designates a technical specialist
who may sign each certification(SD, SI, WUP,RC, I}, the technical specialist should only certify parts for which they are
technically competent.
II. Certification of Design
A) Collection. Storage. Treatment Svstem
Check the appropriate box
CI Existing facility without retrofit (SD or WUP)
Storage volume is adequate for operation capacity; storage capability consistent with waste utilization
requirements.
❑ New, expanded or retrofitted facility (SD)
Animal waste storage and treatment structures, such as but not limited to collection systems, lagoons and ponds,
have been designed to meet or exceed the minimum standards and specifications.
Name of Technical Specialist(Please Print):
Affiliation Date Work Completed:
Address (Agency): Phone No.:
Signature: Date:
B) Land Application Site (WUP) .
The plan provides for minimum separations(buffers);adequate amount of land for waste utilization; chosen drop is
suitable for waste management;hydraulic and nutrient loading rates.
Name of Technical Specialist(Please Print):Gl/iZZ4"� 16 r
Affiliation `L ` Date Work Completed:
Address (Agency): " .-e 4, Phone,No.
Signature-4Q4;/;4 �Z9- Date:
T
C) Runoff Controls from Exterior Lots
Check the appropriate box
G Facility without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
G Facility with exterior lots (RC)
Methods to minimize the run off of pollutants from lounging and heavy use areas have been designed in
accordance with technical standards developed by NRCS.
-Name of Technical Specialist(Please Print):
affiliation Date Work Completed:
Address (Agency): Phone No.:
Signature: Dater
AWC -- August 1, 1997 2

y
III. Certification of Installation
A) Collection, Storage. Treatment Installation
New.,expanded or retrofitted facility (SI)
Animal waste storage and treatment structures, such as but not limited to lagoons and ponds, have been installed
in accordance with the approved plan to meet or exceed the minimum standards and specifications.
For existing facilities without retrofits, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation Date Work Completed:
Address (Agency): Phone No.:
Signature: Date:
B) Land Application Site (WUP)
Check the appropriate bor
The cropping system is in place on all land as specified in the animal waste management plan.
Cl Conditional Approval: all required land as specified in the plan is cleared for planting; the cropping system
as specified in the waste utilization plan has not been established and the owner has committed to establish the
vegetation as specified in the plan by (month/day/}ear); the proposed cover crop is
appropriate for compliance with the wasteutilizadon plan.
a Also check this box if appropriate
if the cropping system as specified in the plan can not be established on newly cleared land within 30 days
of this certification, the owner has committed to establish an interim crop for erosion control;
Name of Technical Specialist (Please Print):
Affiliation Date Work Completed:
Address (Agency): Phone No.:
Signature: Date:
This following signature block is only to be used when the box for conditional approval in M. B
above has been checked.
I(we)certify that I(we) have committed to establish the cropping system as specified in my(our) waste utilization plan,
and if appropriate to establish the interim crop for erosion control,and will submit to DELI a verification of completion
from a Technical Specialist within 15 calendar days following the date specified in the conditional certification.' I(we)
realize that failure to submit this verification is a violation of the waste management plan and will subject me(us)to an
enforcement action from DEM.
Name of Land Owner:
Signature: Date:
Name-of-bl-anager (if dltferent from owner):
~nature: Date:
kWC -- august 1. 1997 4

D). Application and Handling Equipment
Check the appropriate box
0 Existing or expanding facility with existing wist6 application equipment (WUP or n
Animal waste application equipment specified in the plan has been either field calibrated or evaluated in
accordance with existing design cbarts and tables and is able to apply waste as necessary to accommodate the
waste management plan: (existing application equipment can cover the area required by the plan at rates not to
exceed either the specified hydraulic or nutrient loading rates, a schedule for timing of applications has been
established; required buffers can be maintained and calibration and adjustment guidance are contained as part of
the plan).
Q New. expanded.or existing.facilily without existing waste application equipment for spray irrigation. (1)
Animal waste application equipment specified in the plan has been designed to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can.cover the area required by the
plan.at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of
applications has been established; required buffers can be maintained; calibration and adjustment guidance are
contained as part of the plan).
New, expanded or existing facility with existing waste application equipment for land spreading not using
ip, ygation. (WUP or 1)
Animal waste application equipment specified in the plan has been selected to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the
plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of
applications has been established; required buffers can be maintained; calibration and adjustment guidance are
contained as part of the plan).
Name of Technical Specialist (Please Print):
Affiliation Date Work Completed:
Address (Agency): Phone No.:
Signature: Date:
E) Odor Control. Insect Control. Mortality Management and Emergency Action Plan (SD.
SI. WUP. RC or I)
The waste management plan for this facility includes a Waste Management Odor Control Checklist, an Insect
Control Checklist, a Mortality Management Checklist and an Emergency Action Plan. Sources of both odors and
insects have been evaluated with respect to this site and Best Management Practices to Minimize Odors and Best
Management Practices to Control Insects have been selected and included in the waste management plan. Both the
Mortality Management Plan and the Emergency Action Plan are complete and can be implemented by this facility.
Name of Technical Specialist (Please Print):
Affiliation Date Work Completed:
Address (Agency): Phone No.:
Signature: Date:
F) Written Notice of New or Expanding Swine Farm
The following signature block is only to be used for new or expanding swine farms that begin construction after June
31, 1996. If the facility was built before June 31, 1996, when was It constructed or last
expanded
I(we)certify that I(we)have attempted to contact by certified mail all adjoining property owners and all property owners
who own property located across a public road.street,or highway from this new or expanding swine farm. The notice was
in compliarLce_with the rq uiremen_is of NC_GS 106-805. A copy of the notice and a list of the property owners notified is
attached. -
-Name of Land Owner:
Signature: Date-.-
Name of Manager (if different from owner):
Signature: Date:
AWC .. August 1. 1997 3

C) Runoff Controls from Exterior Lots (RC)
Facilitv with exterior lots
?vIethods to minimize the run off of pollutants from lounging and-heavy use areas have been installed as specified
in the plan.
For facilities without exterior lots, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation Date Work Completed:
Address (Agency): Phone No.:
Signature: Date:
D)Application and Handling Equipment Installation (WUP or I)
Check the appropriate block-
Animal waste application and handling equipment specified in the plan is on site and ready for use;
calibration and adjustment materials have been provided to the owners and are contained as part of the plan.
U Animal waste application and handling equipment specified in the.plan has not been installed but the owner
has proposed leasing or third party application and has provided a signed contract; equipment specified in
the contract agrees with the-requirements of the plan; required buffers can be maintained; calibration and
adjustment guidance have been provided to the owners and are contained as part of the plan.
Conditional approval: Animtd waste application and handling equipment specified in the plan has
been purchased and will be on site and installed by (month/dav/year); there is adequate
storage to hold the waste until the equipment is installed and until the waste can be land applied in
accordance with the cropping system contained in the plan; and calibration and adjustment guidance have
been provided to the owners and are contained as part of the plan.
r7� Name of Technical Specialist(Please Print):
Affiliation ` r ' t Date Work Completed:
Address (Aency :g Za
Phone No�21A�ezSs'—alGoa
Signature: rl Date:
The following signature block is only to be used when the box for conditional approval in III D
above has been checked.
I (we) certify that I (wd) have committed to purchase the animal waste application and handling equipment as
specified in my (our) waste management plan and will submit to DEM a verification of delivery and installation
from a Technical Specialist within 15 calendar days following the date specified in the conditional certification. I
(we)realize that failure to submit this verification is a violation of the waste management plan and will subject mz
(us)to an enforcement action from DEM. '
Name of Land Owner:
Signature: Date:
Name of Manager (if different from owner):
Signature: Date:
E) Odor Control. Insect Control and 'Ylortality Management (SD, SI. WUP. RC or I)
1yiethods to control odors and insects as specified in the Plan have been installed and are operational. The
mortality rnana ement system as specified in the Plan has also been installed and is operational.
t _
Name of Technical Specialist(Please Print):
Affiliation Date Work Completed: _
Address (Agency): •Phone i`to.:
Signature: Date:
AWC -- august 1. 1997 5

Please return the completed form to the Division of Water Quality at the following address:
Department of Environment,Health and Natural Resources
Division Of Water Quality
Non-Discharge Branch, Compliance Unit
P.O. Box 29535
Raleigh,NC 27626-0535
Please also remember to submit a copy of this form along with the complete Animal Waste
Management Plan to the local Soil and Water Conservation District Office and to keep a copy
in your files with your Animal Waste Management Plan.
AWC -- August 1, 1997 6

A B 190 AT 984
O.D.mm 90 I.D.In 3.02 LENGTH 986 SERIES 2000 GUN NELSON k.SR<I60 -.-'SPACING 70%
INLET INLET NOZZLE NOZZLE WATER SPRAY LANE AREA Retraction Speed In Feet per Hoar-'
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 Mete.ts petko'i4K;
BELLOWS DRIVES DRIVES Taper Ring DRIVES DRIVES DRIVES PULL 16 20 26 30".'x 40 60 60 90 120
, '.
psi psi psi Nozzle gpm Ft Ft Acres Precipitation.Rate in inches.`' ' },
106 113 75 165 154 216 •5.4 1.6 1.1 0.9 0.7 0.6 0.4 0.4 0.2 0.2
112 120 80 22 mm 170 167 220 5.6 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 6.6 1.7 1.3 1.0 0.8 0.6 0.5 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 75 24 mm 200 163 228 6.7 1.7 1.3 1.0 0.9 0.6 0.5 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 0.5 0.4 0.3 0.2
132 140 85 213 169 236 6.0 1.8 1 1.3 1.1 1 0.9 0.7 0.5 0.4 1 0.3 0.2
107 115 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 0.6 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 1.6 1.2 1.0 0.7 0.6 0.5 0.3 0.3
125 132 60 266 168 236 6.0 2.1 1.6 1.3 1.1 0.8 0.6 0.5 0.4
m 0.3
134 142 65 28 rn 266 172 241 6.1 2.2 1.6 1.3 1.1 0.8 0.6 0.6 0.4 0.3
144 162 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

03: 9 11 1"•0 t FAX .3i.t 9.� t3�. �� iic:tl
�)
TAPER/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 Nozzie Nozzle .
16run I 17mm '8mm 19n1m 20mm 21:nm 22mm 23mm 2amrr.
P.S.I. GPM DIA. GRA DIA. GPM 101A. GPM DIA 'GPM DIA. :GPM 01A. GPM 01A._GPM DIA,. GP&I DIA.
40 67 212 76 219 86 225 98 233 110 242 125 250 136 25a 151 252 166 275
50 75 224 85 231 97 240 110 250 123 258 1139 266 152 271 169 279 185 28E
60 83 239 94 246 106 254 1120 20". 135 273 153 281 107 286 186 294 203 30;'
1 70 89 249 101 259 114 268 130 277 146 2800- 185 295 1180 300 ; 200 209 219 320
80 95 259 108 269 122 273 t39 298 156 297 176 306 193 313 214 324 235 336
90 1 101 268 115 273 .130 289 147 299 166 308 187 317 1204 324 227 334 249 345
t00 1 107 2'•3 14. 288 �3: 29$ •55 308 175 318 197 327 216 334 240 3d4 262 355
110 j 112 286 127 298 i :43 308 163 317 t$3 326 207 336 226 342 251 353 ' 275 364
..
150 SERIES BIG GUN - 240 TRAJECTORY - TAPER/RING NOZZLE
Nozzle Nozz'e Nozzig Nozzle Nozzle Nozzle
22mm 24rr,.m 26mm 22mm 30mm 32mm 34mm
P.S.I. GPM DIA. GPM DIA. GPM DIA. GPM 01A. GPM DI!?. GPM 01A. GPM DIA.
50 135 270 164 286 196 302 233 318 274 333 319 347 369 358
60 I 148 284 179. 301 214 317 P-56 334 ; 301 351 350 367 I 405 378
70 159 299 194 315 2.21 331 276 3d9 325 366 378 382 437 393
i so 170 310 i 207 330 247 346 295 364 I $47 381 404 397 467 409
90 181 320 220 340 262 357 3t3 377 368 396 420 411 495 424
1100 191 329 I 231 350 ; 277 366 330 386 I 388 405 452 423 522 436
_.J 110 200 339 243 359 290 376 346 397 407 .416 474 433 548 446
120 209 349 253 369 I 303 386 361 407 I 425 426 495 443 572 457
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 1%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, poor
hydraulic entrance conditions or other factors. No representation regarding droplet condition, application rate or
suitability for a particular application is made f'erein.
innovation in 1'aigation Tit

IF-r.
V-G w pr ,�SLeal e r
i.
. 2-v 57
U
'�
. 7

POWER UNIT
AIR RELIEF
µ�+e VALVE
�. Pump DISCN
o
TL
F A-? -T
+ +
PUMP ielas
TELESCOPING ASSEMBLY
• PVC PIPE
PUMP STARTER -
6 lot
10�- 20'.

_ .............
. }`do
i
r

,.
0
IPS Pressure-Rated
1 1 '
' El'
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
accordance with the requirements of ASTM Tensile Modulus, psi D 638 400,000
F477. Integral sockets for solvent cementing IZOD Impact Strength, D 256 .65
meet the requirements set forth in ASTM ft., lb./in.
D2672.
Namond IPS pressure-rated PVC pipe meets all
the dimensional, chemical, and physical CHEMICAL RESISTANCE
requirements as outlined in ASTM D2241. ASTM TEST
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 23° C
Change in Weight, % —1.0 to 1.0
Y-
I7 rir ✓fj .�' � I � � ii h
I Minimum I I II
Curve Radii
of Pipe

DIAMOND O PLASTICS
�O
CORPORATION ^
IPS IRRIGATION PIPE
ASTM D2241
Stock Nominal Weight Outside Wall Inside Pieces Per Feet Per Feet Per
Plant Size Per 100 ft. Diameter Thickness Diameter Bundle Bundle Truckload
SDR - 41 100 PSI
LM 9 4.500 .110 4.280 63 1,260 20,160
M 6" ['r 222c'fiD::' 6.625 .162 6.301 28/35/32/40 560/700/640/800 8,400
M 8" 3737:30r 8.625 .210 8.205 15/10 300/200 4, 400
M 10" 581.O:O,y 10.750 .262 10.226 12 240 2, 880
M 12" 819 30_h. 12.750 .311 12 .128 6/8 120/160 2, 240
SDR - 32.5 125 PSI
M 9 127 7A.ti 4.500 .138 4.224 63 1,260 20, 160
M 6" t 6.625 .204 6.217 28/35/32/40 560/700/640/800 8,400
M 8" ! 8.625 .265 8.095 15/10 300/200 4 .400
Ma ' 10.750 .331 10.086 12 240 2, 880
M 121, ! ;"
�;, �iO:Q. 12.750 .392 11 . 966 6/8 120/160 2,240
SDR - 26 160 PSI
M 2" 2.375 .091 2.193 204 4,080 65,280
M 3" 12' 3.500 .135 3 .230 88 1,760 28, 160
M 4" 4.500 .173 4.154 63 - 1,260 20,160
M 6" '; 6.625 .255 6.115 28/35/32/40 560/700/640/800 8,400
M 8" 8.625 .332 7.961 15/10 300/200 4,400
M 10" 1,: 10.750 .413 9.924. 12 240 2, 880
M 12" R', 12.750 .490 11.770 6/8 120/160 2.240
<` l SDR - 21 200 PSI
M 2" 2.375 .113 2.149 204 4, 080 65,280
M 3" 3.500 .167 3.166 88 1,760 28,160
..
M 4" �� '�- • � 4.500 .214 4.072 63 1,260 20,160
M 6" Ir ' 6.625 .316 5.993 28/35/32/40 560/700/640/800 8,400
M 8" 8. 625 .410 7.805 15/10 300/200 4,400
M 10" r,. . 10.750 .511 9.728 12 240 2, 880
M 12^ !1> -.; L 12.750 .606 11.538 6/8 120/160 2, 240
Prices are subject to a firm policy of"Price in effect at time of shipment on regular purchase."
Possession of this page of a price list does not constitute an offer to sell.
"Freight regulations &/or equipment may reduce maximum footage per truckload.
All prices F.O.B. manufacturing location.
L =normal stock item at Lubbock,Texas
M=normal stock item at Macon, Georgia
Joints Per Quart of Lubricant
(Furnished)
4" 85
6" 60 Additional Lubricant
8" 45
10" 35
12" 25 12 Qt. per case i$6.00 at.
15" 15 4 Gal . per case (15.00 gal.
18" 12
21" 10
24" 8
27" 5 2

INSTALLATION per,
Table 4. DESCRIPTION OF xNIREDhIF.NT MATERIAL CLASSIFICAr1UN5 �11
.%OIL SAIL r11'
Diamond Agricultural PVC Pipe should be assembled and CLASS TYPE AIATA:RIALpNSC0.IPTION1PT10],ta•ATNIV
installed with uniform and continuous support from a firm Oat,Isnil,• dx[•I .[r NI I�r� rn.r.nAnn.rn.
base in accordance with the installation procedures provided Nrnl w.arul.A.............
in ASTM D2321, and the Installation Guide for PVC Water "r<I.INIMd.It,I,.,or ronshod oolh.
nm n snot• ew wnhp.aed p•,<II and[r..a INd wn�<..hme w a,hwn Nn.rc n.,t.f
Pipe (a "pocket-sized" edition is available from your
representative or from Diamond Plastics Corporation.) inar
(T rmrly pmN[n.<h aw[r.. W m nit.%m r�od Vwr m mm<.d
¢ s Nine L,[u.w nwavlmNn uere. Alnr<Nm t54 m<inN nit Nit V,I,¢,t
Embedment materials are to be in accordance with soil CI'
SW fisin.k..W,Ww,w M ,A,.blkwmLrn Slmethin AKm.nav
classifications listed under Unified Soil Classification rN[trM 9•.,<.No<wne Mw<Nx 95a rn.wN.m
Sstem, ASTM D2487 and ASTM D2488. 5P "N )"y^d" "d„"<°r'Nd'•''"'°^ •r' "°•^"•^"K"."a.
Y f.I<rN wom,No a n a. M.we our V54.nanN.m N..bit•.n< t'kx
CIm III Snd•••• GM .Sill.ln I M..I.....el,auw b llnlnio Nn irc mine nlnm,<hxu•n n..... „
To assemble, clean mating surfaces of the bell, spigot, and N..,,ive. M„"Nx51K..NmNmNn.W.w-
gasket. Apply gasket lubricant (furnished by Diamond Ic' cl„eytr,.tN.t.•.rl.aiot...III,
on Nwt acre. Mn¢U„nyKreuuedm Nitmu.w,r
Plastics Corporation) t0 the entire spigot end Up t0 the SAI S. xdt.,", Ift rrrruwn. Aloe IW Srn n(,...uw 0.'.w ry I 1w.J.w.r
reference mark. Also,apply lubricant to the contact surface AI!ws1h 15fnrn•nrn'.. slal,N.<.
of the gasket. 5C chY<rM'NN 1z+ rmdnnNn`y: rnrd,n.nthan P`
el,u IV Sells ML Inngens ulu..try fint,Wt na1 p.ar.•dry..r alaYeY La`•al, 1 yurJ Inmi
With the pipe in straight alignment, push the spigot into pc dl Rlt. Spa..,wrc<r w:Na.gn.rn
the bell up to the insertion line. If a pry bar is used to Issirods,ti.` 9.°dM1m,5ln .' .y `�'"' :" ." ;":
apply force, the pipe should be protected by placing a board AIN IM,,.I.tila.m:.a"r,trrcd,.„x..n.nn«,.l„n,d
between the bar and the pipe. lin.n g,< tr Nx SM.mown rN n rNa.Pit,=N1,na
M Irnnl•niv tip,el AiIM1 PlmenY.L,<hy LyuN Lmn[rat v N,n MH VI: n
rd Wael to...,I.. I
If normal force does not complete the joint,disassemble the Clan V S.iII 15. D.,.nie As a,d„NAK why tl,YAofln,phn„.nT LoowiIo,,,Nn„In,
joint and examine the parts to make tertian they are free of "to " "' °"ws`N. n •`.
(R obstructions. Visually inspect the completed joint to insure
INgxk of 1.0i .•M1.tn quern,. Lynw I.wn g,nNr Nx an,to..
Nnr<PN Iow,Nd.:M'wr
the gasket has not been dislodged. m Pat hark.nd d0.,h;,.,Ng ¢milt.
Soih so Is der N in ARM D lap,veep for Om I wauua.M.O h derw,l in A.M1 D 1IN
• I'm onood•on e with ASTM p 5dl].los Nan 5%Mi No.1Rp Ii e.n.tmN... with ASTM D Ytl).'ma,.M 3%to Ili P...wg No.A w.N, e Gll w 111
.—Il n m IM,is w«e ehotoo.w ie If not It It.of Om 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 I It III IV Deflection Chart.
MNruficmrW
MATERIALDESCRIPSION GranWoe Seelthei Gesoll Mi<M-Grain Fine Onin.
Minerals Soils,Court Soils Soils
Figure 2.
Opuwrunmurstruemmmyttsnge TIl 9.19 630
limo%of dry wciyhl
uua...n<m.....
SPA CPmPlrmtan MelhaJ %of Prager(a Rehliw.)DensilY R.S. Nµ
ui.nu
C«npoe.by power ww 95-100 95.100 95-IM 90-100
«r«nmcr (75•100) IMIOM) 9
DemiryhYpo•Iaele 095 W95 M95 15.90 Mn,a ' ( INureln
rrMron IbD]D (6460) � Y
Consolidate by allwtion 1110.95 EN95 iiiun5
(6D75) (60-80) rve trnneunf -
lA!
Hands plan 60-30 -
cbt01 --�
Nost.
'xNdMnp eaao rneD tau
ti•:••i:i::.:':.y::;:{•.�: on.1 lfor
Dump I'A80 IU80 E6R0 6D)5 :•••:: s:;�• ; :•:... .�
IdDL01 (51Ab0)
• Rtlsti.e demilY is n«Min puemheres.
•• Thlt Mhh saves sh an adon i im"lle guide ssi tifg avtn o P.aelis demie d «wined 13uou8h various
NMON orendtauo0dation in.Actem Haves of soil.Toed be a intended m Provide guidance aM is
rla recammdneW ra amigo use. Meua design valam should h deveb«A by the engilrar f«specirc
Soils M sp«irrc no{Nwe tonlenu. '
3

be fabricated in almost any configuration. Some epoxy coated fittings
include stacks and hydrants as an integral part of the fitting.
OcciVi oval 1 y it may be necessary to connect PVC plastic pipe to steel
or GA pipe. This connection can be made with a coupling called a
transition or repair coupling. In-line valves can be supplied with
connections to gasket pipe.
Thrust blocking is required for gasket pipe. Most thrust blocks
will be concrete. Manufacturers recommended thrust blocks at any
change in direction greater than 100. Figure 1 gives an example of
different arrangements for thrust b1oc'11:s.
a:.:.
•S•
.. f
I •, 11I
•
Figure 1. Example of different arrangements for thrust blocks.
-5-

1 'a r ..
LL
� i,
' t
s'
Figure 2. Anchorage blocks for in-line val ves.
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 1 s. for test pressure in psi
Pipe Diameter 100 PSI 150 PSI 200 PSI 250 PSI
inches
1k 295 440 590 740
2 455 680 910 1140
22 660 990 1320 1650
3 985 1480 1970 2460
4 1820 2720 3630 4540
6 3740 5600 7460 9350
8 6490 9740 13,000 162200
10 109650 169000 21,300 26,600
12 159150 22,700 309200 37,800
14 20,600 309800 419100 51,400
16 26,600 399800 539100 663,400
-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
4 TOTAL DESIGN VOLUME request. Will be removed as needed
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 41+. 0 feet
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3. 0 3.0 3. 0 384.0 184.0 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 * s
180 da Y
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.
i
Volume = 0. 0 gallons/day * 180 days storage/7.48 gallons
Volume = 0. 0 cubic feet per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7. 0 in * DA / 12 inches per foot
Volume = 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: APPROVED BY:
G
DATE: DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN

i4,����
0-0
w
-Ty PI caL Vs EW of A oN 0-
I I
CaNIrINE=MST �T4P 1VIV(N_��_._ p ELVPT'1! -� SO B
yip .T I Tg2sAT'Mia i
01 PIPS'
4
- O
Vdl�,e E s�.;nfr��s - Cµ�' 1 r► 11 i2a�-,�� - l -z� � J
?toed Ele�"4.Oris S+e.J ►� -rl tai 5d,�
xCa�a �o►J - `�' �
�,It
ke = 2 / ,73 cN . ds, 1�Qd slope- 9.'5o

44
r.�0\0
'..
4n 1 In
too
. z
cl
7
M S T
j •

f
WASTE MANAGEMENT PLAN
AND
WASTE TREATMENT LAGOON DESIGN
FOR
MILTON AND DOUG HUNTER
WALLACE, NC
4 — 720 CAPACITY TOPPING HOUSES
PRESTAGE FEEDS INC.
N
c
c ccst C f ae

=-� United States Sod
Oeoartment of Conservation .
Agriculture Service
OP ERATOR: M i dp,/g Pv r+4u
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 So i 1 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 (i f 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.
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 wi 1 l negotiate on the price and
location of borrow area.
NOTE: Design Requirement: S$'� 00L- cu.f t. = 2 l r7 41 cu.yds.
Estimate of Excavation: cu.ft. = f 9a 5 cu.yds.
Estimate of Pad & Dike: cu.ft. = 53,32 cu.yds.
1,0 Rat ion
Job Class r)-Ib 'ci2
Date
Designed By
Name
Design Approval #If z -167-.,
Name
--4-79�-
Date
LA6ociv 1S e447'
'�''� `E-o b�- �I c;..r.o d ► ,. (r-��.1. �C?�,._ �.. �z.:,f �i z.l:o r �>>l J
OThe Sod Conservation Service
is an agency of Me
0eoanment of Agriculture

f. 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
)-.I oyd 00-�51as H vi f tr z U-S..Z 61
TO: PRODUCER j�m R. Hvil-fer -L ST-J-719
R+e 2 13ox 146-F
Wallace- , N.C. 2,7416
LOCATION OF SITE On �� f���'' ajWrAX. S M1*1es SW.+k ,f
1 P000 He.41
SIZE OF PROPOSED OPERATION ` C7 ZO T0412,n (160
IS SOIL SUITABLE FOR LAGOON? YES V NO SOIL CLASS.
DISTANCE FROM THE LAGOON SITE TO NEAREST RESIDENCE OTHER THAN LANDOWNER OR HIS
TENANT U60 *+
NUMBER OF HOUSES WITHIN 2000 FEET OF LAGOON SITE
r6t,4 X 1 coma CHO-0
ACREAGE/CROP REQUIRED TO PUMP EFFLUENT c o n
DOES LANDOWNER HAVE ENOUGH ACREAGE YES V- 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, HC 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_ NO
ADDITIONAL COMMENTS_* See ojjejg kPd Jef}er --or sfafemeh+ on la„off needs
V 1SvA S; v- iA%eeAi4a+i0-% sows RD .sia►n of ewl+vgra) resovecgs.
THIS APPROVAL IS.VALID FOR 60 DAYS FROM THE DATE SIGNED. IF DESIGN HAS HOT 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.
OvThe Sol Conservation Service
Is an agency of tM
Department of Agriculture SIGNATURE DATE .2--13 as

' \ \
We-;Itoli ���_ ��� � �m°� _ hereby
(Landowhers) -
certify that in our joint farming operation we own
acres of cropland and/or pasture on which to apply effluent
and litter produced by our operations.
.
The effluent and litter will be applied in a manner that
will not cause any run off or pollution problems. If
applied to cropland it will be disk into the soil within 24
hours of application unless utilized as topdressing. If
applied to pasture or hay1and the waste will be applied at
` a rate and manner that will not cause run off {,'om the area.
(Landowner)
/-j;oLaner�
'
(Date)
��

US Department of Agriculture NC-CPA 16
Soil Conservation Service 4-92
ENVIRONMENTAL EVALUATION
Land User/owner /In ; I Dov A HU,A+P� County Doe l,
Location/Tract & 'Field Number-s'�44 f* 1 Acreage 19.31
Prepared by Q it lh u.&V,,., cT Date -I b _a 2
Brief Description of Planned Practice/RMS/Project Measure:
)—auo-3,4 Grp�-►ct�j �rGq a�- ��i.rr l�la.. �-��.
Environmental Factors and Resources to Identify and Evaluate J
1. Is wetland included in the planning area: (References: NCPM;
190-GM 410.26j Hydric soils list; Classification of Wetlands and
Deepwater Habitats of the U.S. ; National Wetlands Inventory Maps;
NFSAM.
No
Yes - If yes,
--Identify types present
-- Attach environmental evaluation showing what effect
planned assistance will have on wetland and how this
assistance is within policy
-- Have needed permits (CAMA, DEM, Corps, etc. ) been
obtained by the landuser?
-- Make sure no planned practices will put the landowner in
violation of Swampbuster
2. Endangered and/or threatened species: (References: 190-GM
410.22; Technical Guide Section I-i(13) and Section I-vii
No Yes
-- Identify species whose range and habitat needs indicate
they might occur in planning area
-- Identify on map any designated critical habitat

10. Are permits required./Should the person contact permit agencies?
No Yes
When an environmental factor or resource is identified on the
site, the user will refer to the appropriate reference for policy
and document the appropriate action in the notes portion of this
form.
NOTES, DOCUMENTATION, FOLLOW-UP

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CROPLAND—ACRESWATERSHED AREA HEASUREMEN73
WOODLAND—ACRES TOTAL ACRES _POND_CLASS lug)"i AlWa V ffels)VII FUNMOSUMM
SKETCH OF PROPOSEWPOND SHOWING WHERE BORINGS WERE MADE (Approx.acale 111=_' feet)'
Loocate reference point dm center line of dam and Identify on ske"
INNEENNEENNI ss�■®®®ors■®■
ONONE
■���iii�iii®�ie7O■®����i■
No���a����l������1��������
MEMENn�����������l���ii��■
■ ■■ MEN MENNINEINEEMEN�■
ENNEEME ■■ EMERMSEEMENIMME
BORING PROFILE
Nake and Ust dam-site and spillway borings fftt-then ponded area and borrow pit borines-separate wiM vertical red line.
(Continued on back where necessary) Show water table elevations an dam-site borings.
'� �.�;�l���i�; I �i©r�1�1[�1�1�1�1�1�1.1�1�1�1■
��':�!I!!�I!l��l�l�l©1���i®I�I�! !�I�i�l�l�;�l�l�l�I■
.. .. . [/

U. ,S. Department of nriculture NC-ENG-34
Soil Conservation S� ice September 1980
File Code: 210
F .
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner 114 i lfo-► OL-vo Rt- ,►fe. County &x2),'y
Community or Group No. ; Conservation Plan No.
Estimated Depth -of Water to Top of Dam 12.9. Ft. Length of Flood Pool Ft.
Date of Field Hazard Investigation
Evaluation by -reach of flood plain downstream to the point of estimated minor effect
.from, sudden , dam failure.
• Est. El ev. sElevation
: Kind of :Improvements: '' of 'Breach
Reach: Length: Width: Slope: ` Land Use . Improvements Above :Floodwater Above
• : Flood Plain: -Flood Plain
Ft: . : Ft. % Ft. Ft.
2 •
Describe potential for loss-of life and damage to existing or probable future downstream
improvements from a sudden breach -Nov-, , A p/oY .-A zia, -3-3 00 7`� fo S rz 1 F?�-' - -
tj
Hazard Classification of Dam (Jl b, c) (see NEM-Part 520.21)
Dam Classification (I, II, III, IV V)
By �.Y, - �?S LT Date, 7r 16-1,u- .
n e (title)
Concurred -By 14 �� Date -16-I'L
name title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.

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l` Page 2
Amount of Plant Avai \ ab | e Nitrogen Produced Per Year :
� -------_-~---------------------~-------_-------------
�
2940 an | ma | s x 2.30 | bs . N/an \ ma / /year = 6762 ) bs . /yr
Avai | ab ! e N
App /y / n8 t�e aDove Mmoun!; of waste is a big Job . YoUl snouid
p ! an me and ha:ve appropria m equipment to app | y tne waste ( n
a timely manner . Your facility is oesi8ned for 180 �ays of
storaSe ~ Tr,erefore , | t wi } i neeo to oe pumped every 6
menths .
TracS Fie ! d So ! | Crop Yie 1'.,s . N Acres Los . N
Poo . No . Type Code Per Ac seo App ' y
----- ----- ----- ----- ----- ----- ----- ----- ------
"
� 1 *��'/= "~ � 7 Tons 400 1T .0 6��00 �SAR-A�8
----- ----- ----- ----- ----- ----- ----- ----- ------
17.0 6800
A a e tro3eo 6762
S�rp ! �s 0r Defic ' �
Cro� c�cse � ere7- sc�e �
-1nIr0i 6rEzed 3erm11oa 01 ay ' ar: ermCO2a
�arr�� ! ve of O�erati �� �
(� - --_-------------------
LAW
e S and Water Conservati �n Dis / ct �-Ff / ce af er y u
�ece / v w iE to--- ontain tne per Scre �o
Pr r ate
(Copy ±v. procuce ano copy uo case
�m�

OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment with minimum odor
control. The time required for the planned fluid level to be
reached may vary due to soil conditions,flushing operations, and
the amount of fresh water added to the system.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent runoff from the field or damage
to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see Attachment B)
before land application.
3. Begin pump-out of the lagoon when fluid level reaches eleva-
tion 48.3 as marked by permanent markers. Stop pump-out when
the fluid level reaches elevation 46. 1 or before fluid depth is
less than 6 feet deep (this prevents the loss of favorable
bacteria) .
4. The recommended maximum amount to apply per irrigation is
one (1) pinch and the recommended maximum application rate is 0.4
inch per hour.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

• ` 1
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i 1
Nanure from Pits 4
PSWCD 1
LIVESTOCK WASTE SAMPLING--ANALYSIS, AND CALCULATION OF LAND APPLICATION RATES
I. SAMPLE COLLECTION
A. Liquid Manure Slurry
1 . Under-slotted-floor pit
a. Use a length of 1/2" conduit open on one end and that can be
easily sealed on the other end (e.g. , by placing one's thumb
over the end of the conduit) .
b. With both ends of the conduit open, extend it into the manure
to the pit door.
c. Seal the upper end of the conduit trapping the manure that has
entered the lower end, remove and empty into a bucket or container.
c. Collect samples from at least 5 locations or at least enough
for a total of 1 quart of slurry.
e. Thoroughly mix this slurry and empty approximately 1/2 pint
into sample container.
2. Exterior storage basin or tank
a. Make sure the manure -has been well mixed or homogenized with a
liquid manure chopper-agitator pump or propeller agitator.
b. Take samples from approximately 5 locations in the pit, from the
agitator pump, or from the manure spreader and place. in a bucket.
c. Thoro.ughly mix and empty 1/2 pint into sample container.
II. SAMPLE PREPARATION AND TRANSFER
A. Place the sample .for analysis into a flexible or expandable container that
can be sealed. The container should be rinsed clean with water and free
of any residues but should not be chlorinated or treated in any other way.
Dry litter may also be placed in a sealed plastic bag such as a freezer bag.
B. The sample should be refrigerated, iced or cooled, if possible, or trans-
ferred to the lab immediately.
C. Hand-delivery is the most reliable way of sample .transfer, but it can also
be mailed.
D. If mailed, sample container should first be protected with a packing material
such as newspaper, then boxed or packaged with wrapping paper and taped.
E. The NCDA Plant Analysis Lab provides this service for a nominal fee of
$4 per sample which should be forwarded along with the sample.

PSWCD 1
1 .
Address: N. C. Department of Agriculture
Plant Analysis Lab
Agronomic Division
Blue Ridge Road Center
Raleigh, NC 27611
Ph: (919) 733-2655
Attn: Dr. Ray Campbell
F. Request that as a minimum the following analyses be performed:
1 . Jotal nitrogen (TKN)
2. Ammonia nitrogen (NN N)
3. Total phosphorus .(TP
4. Potassium • (K)
5. Dry litter samples should also include a total solids (TS) analysis.
G. Other analyses performed at no extra cost by NCDA include trace minerals.

/
PSWCD 2
I. SAMPLE COLLECTION
B. Lagoon Liquid
1. Collect approximately 1/2 pint of recycled lagoon liquid from the
inflow pipe to the flush tanks.
2. From lagoon
a. Place a.small bottle (1/2 pint or less) on the end of a 10-15
foot long pole.
b. Extend the bottle 10-15 feet away from the bank edge.
c. Brush awAy any floating scum or debris so it is not collected
with sample.
d. Submerge the bottle within 1 foot of the liquid surface.
e. Repeat at approximately 5 locations around the lagoon, place
into a bucket, thoroughly mix, and empty l pint into sample
container.
3. From a multi-stage lagoon system collect sample from lagoon that
is going to be irrigated from. r
II. SAMPLE PREPARATION AND TRANSFER
A. Place the sample for analysis into a flexible or expandable container that
can be sealed. The container should be rinsed clean with water and free
of any residues but should not be chlorinated or treated in any other way.
Dry litter may also be placed' in a sealed plastic bag such as a freezer bag.
B. The sample should be refrigerated, iced or cooled, if possible, or trans-
ferred to the lab immediately.
C. Hand-delivery is the most reliable way of sample transfer, but it can also
be mailed.
D. If mailed, sample container should first be protected with a packing material
such as newspaper, then boxed or packaged with wrapping paper and taped.
E. The NCDA Plant Analysis •Lab provides this service for a nominal fee of.
$4 per sample which should be forwarded along with the sample.
1 . Address: N. C. Department of Agriculture
Plant Analysis Lab
Agronomic Division
Blue Ridge Road Center
Raleigh, NC 27611
(919) 733-2655
.^.ttn: Dr. °uy Campbell
.1

e
PSWCD 2
F. Request that as a minimum the following analyses be performed:
1 . Total nitrogen (T KN)
2. Ammonia nitrogen MN)
3. Total phosphorus
4. Potassium (K)
5. Dry litter samples should also include a total solids (TS) analysis.
G. Other analyses performed at no extra cost by NCDA include trace minerals.

r
�V
EMERGENCY ACT JN PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) (910)395=3900
EMERGENCY MANAGEMNET SERVICES (EMS) [phone]
SOIL AND WATER CONSERVATION DISTRICT (SWCD) [phone]
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) [phone]
COOPERATIVE EXTERSION SERVICE (CES) [phone]
This, plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters
or leave you property- to consider that you have a problem. You should make .every
effort to ensure that this does not happen. This plan should be posted in an.accessible
location for all employees at the facility. The following are some action items you should
take.
1 . Stop the release of wastes. Depending on the situation, this may ore may not be
possible. Suggested responses to some possible problems are listed !belwo:
A. Lagoon overflow-possible sol.utions-are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields-at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field-actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that cause the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed
to flowing leaks-possible action:
• a. Dig a small sump or ditch from the embankment to catch all
seepage, put in a submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.
V�
1

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?.
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone - +. After
hours, emergency number: 919-733-3942. Your phone call should include: your
name, facility number, telephone number, the details of the incident from item 2
above, the exact location of the facility, the location or direction of-movement of
the spill, weather and wind conditions. The corrective measures that have been
under taken, and the_seriousn.ess of the sitution.
b. If spill leaves-property or enters'su'rface waters, call local EMS phone number.
C. Instruct EMS to contact local Helath Department.
d. Contact CEs, phone number - , local SWCD office-phone number = -, and local
NRCS office for advice/technical assistance phone number - -.
4. If none of the above works call 911- or the Sheriff's Department and explain you
problem to them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize off-
site damage.
a. Contractors Name: PM54G e. raeft
b. Contractors Address: p C I i rrfotj NC a S 3 a$
c. Contractors Phone: ;�-Sri
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name:
b. Phone: aAt0
7. Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste managment plan to
keep problems with release of wastes from happening again.
2

t
MORTALITY MANAGEMENT METHODS
(check which method(s) are being implemented)
( ) Burial three feet beneath the surface of the ground within 24 hours
after knowledge of the death. The burial be at least 300 feet from
any flowing steam or public body of water.
X( ) Rendering at a rendering plant licensed under G. S. 106-168.7
.1
( ) Complete incineration
( ) In the case of dead poultry only, placing in a disposal pit of a size and
design approved by the Department of Agriculture.
( ) Any method which in the professional opinion of the State
Veterinarian would make possible the salvage of part of a dead
animal's value without endangering human or animal health. (Written
approval of the State Veterinarian must be attached)

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

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

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

w
Practice water conservation---muumize building water usage and
spillage from leaking waterers, broken pipes and washdown through
proper maintenance and water conservation.
Minimize feed wastage and spillage by keeping feeders adjusted. This
will reduce the amount of solids entering the lagoon
Management:
Maintain lagoon liquid level between the permanent storage level and
the full temporary storage level.
Place visible markers or stakes on the lagoon bank to show the
minimum liquid level and the maximum liquid lever (Figure 2-1).
Start irrigating at the earliest possible date in the spring based on
nutrient requirements and soil moisture so that temporary storage
will be maximized for the summer thunderstorm season. Similarly,
irrigate in the late summer/early fall to provide maximum lagoon
storage for the winter.
The lagoon liquid level should never be closer than 1 foot to the lowest
point of the dam or embankment.
Do not pump the lagoon liquid level lower that the permanent storage
level unless you are removing sludge.
Locate float 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:

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
intadt. If you see soil material or the synthetic liner material being disturbed, you should
stop the activity immediately and not resume until you are sure that the sludge can be
removed without liner injury. If the liner is damaged it must be repaired as soon as
possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal content
than liquid. Because of this it should probably be applied to land with low phosphorus
and metal levels, as indicated by a soil test, and incorporated to reduce the chance of
erosion. Note that if the sludge is applied to fields with very high soil-test phosphores, it
should be applied only at rates equal_to the crop removal of phosphorus. As with other
wastes, always have your lagoon sludge analyzed for its nutrient value.
The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions which
could increase the concern of neighbors.

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

EMERGENCY ACTION PLAN.
PHONE NUMBERS
DWQ q10 395-�lQ40t
EMERGENCY MANAGEMENT SYSTEM
SWCD
MRCS
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 and 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 flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B: Runoff from waste application field-actions include: .
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that caused 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, sold separators-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.

e. Repair all leaks prior to restarting pumps.
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 away from the embankment to catch all seepage,
put in-a submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, 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 of the property)?
h. How much reached surface waters?
3: Contact appropriate agencies.
a. During normal business hours, call your DWQ (Division of Water Quality)
regional office; Phone - - After hours, emergency number: 919-733-3942.
Your phone call should include: your name, facility,telephone number, the details
of the incident from item 2 above, the exact location of the facility, the location or
direction of movement of the spill,weather and wind conditions. The corrective
measures that have been under taken,and the seriousness of the situation.
b. If spill leavds property or enters surface waters, call local EMS Phone number -
c. Instruct EMS to contact local Health Department.
d. Contact CES,phone number - - ,local SWCD office phone number
and local NRCS office for advice/technical assistance phone number - -
4: If none of the above works call 911 or the Sheriff s Department and explain your
problem to them and ask that person to contact the proper agencies for you.
5: Contact the contractor of your choice to becin repair of problem to minimize off-site
damage.
a. Contractors Name:
b. Contractors Address:
c. Contractors Phone:

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
soilds 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 Vegetative Decaying vegetation () Maintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
eders 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 Accumulations of feed residues (} Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
() Inspect for and remove or break up accumulated
solids in filter ships around feed storage as needed.
Animal Holding Areas Accumulations of animal wastes ( ) Eliminate low area that trap moisture $long fences
and feed wastage and other locations where waste accumulates and
and disturbance by animals is minimal.
() Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e.inspect for and remove or break up accumulated
solids as needed).
AMIC--November 11, 1996

� f
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
soo Ids from gutters as designed.
W emove 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 Vegetative Decaying vegetation ( aintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
_ accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage () Design,operate and maintain feed systems (e.g.,
bunkers and troughs)to minimize the accumulation
of decaying wastage. C
() Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulations of feed residues ()Reduce moisture accumulation within and around
Immediate perimeter of feed storage areas by
Insuring drainage away from site and/or providing
adequate containment(e.g., covered bin for
brewer's grain and similar high moisture grain
products).
() Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Areas Accumulations of animal wastes () Eliminate low area that trap moisture along fences
and feed wastage and other locations where waste accumulates and
and disturbance by animals is minimal.
() Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e.inspect for and remove or break up accumulated
solids as needed).
AMIC--November 11, 1996

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

�r r
SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
.source Cause BMP's to Minimize Odor -Site Specific Practices-
Farmstead Swine production Vegetative or wooded buffers;
( commended best management
pr ices;
Goad judgment and common sense
Animal body surfaces Dirty manure-covered animals () Dry floors
Floor surfaces Wet manure-covered floors Slottod floors;
LLW'aterers located over slotted floors;.
() Feeders at high end of solid floors;
()Scrape manure buildup from floors;
() Underfloor ventilation for drying
Manure collection pits Urine ( requent manure removal by flush,pit
recharge,or scrape
Parital micorbial decomposition ()Underfloor ventilation
Ventilation exhaust fans Volatile gases; ((LEan'maintenance;
Dust (4-EffWient air movement
Indoor surfaces Dust (-}-Washdown between groups of animals
() Feed additives;
() Feeder covers;
() Feed delivery downspout extenders to
feeder covers
('"%h tanks Agitation of recycled lagoon () Flush tank covers
liquid whiles tanks are filling () Extend fill lines to near bottom of
tanks with anti-siphon vents
Flush alleys Agitation during wastewater ()Underfloor flush with underfloor
conveyanance ventilation
Pit recharge points Agitation of recycled lagoon {)Extend rechard lines to near bottom of
liquid while pits are filling pits with anti-siphon vents
Lift stations Agitation during sump tank filling ()Sump tank covers
and drawdown.
Outside drain collection Agitation during wastewater () Box covers
or junction boxes conveyance
End of drainpipes at lagoon Agitation during wastewater () Extend discharge point of pipes
underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions U- roper lagoon liquid capacity
Biological mixing (.)_Cdr_re_ct lagoon startup procedures
Agitation inimum surface area-to-volume ratio
i-1-Vnimum agitation when pumping
()Mechanical aeration
() Proven biological additives
Irrigation sprinkler nozzles High pressure agitation LDMV a on dry days with little or no wind
Wind draft ( nimum recommended operation pressure
041 mp intake near lagoon liquid surface
() Pump from second-stage lagoon
AMOC--November 11, 1996

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BMP's to Minimize Odor Site Specific Practices
Farmstead Swine production { ) Vegetative or wooded buffers;
( } Recommended best management
practices;
{ ) Good judgment and common sense
Animal body surfaces Dirty manure-covered animals { ) Dry floors
Floor surfaces Wet manure-covered floors ( ) Slotted floors;
( ) Waterers located over slotted floors;
( ) Feeders at high end of solid floors;
( ) Scrape manure buildup from floors;
( ) Underfloor ventilation for drying
Manure collection pits Urine ( ) Frequent manure removal by flush,pit
recharge,or scrape
Parital micorbial decomposition ( ) Underfloor ventilation
Ventilation exhaust fans Volatile gases; () Fan maintenance;
Dust { ) Efficient air movement
Indoor surfaces Dust ( )Washdown between groups of animals
( ) Feed additives;
( ) Feeder covers;
O Feed delivery downspout extenders to
feeder covers.
Flush tanks Agitation of recycled lagoon () Flush tank covers
liquid whiles tanks are filling ( } Extend fill lines to near bottom of
tanks with anti-siphon vents
Flush allays Agitation during wastewater () Underfloor flush with underfloor
conveyanance ventilation
Pit recharge points• Agitation of recycled lagoon () Extend rechard lines to near bottom of
liquid while pits are filling pits with anti-siphon vents
Lift stations Agitation during sump tank filling () Sump tank covers
and drawdown
Outside drain collection Agitation during wastewater ( 1 Box covers
or junction boxes conveyance
End of drainpipes at lagoon Agitation during wastewater ( } Extend discharge point of pipes
underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions ( ) Proper lagoon liquid capacity
Biological mixing ( ) Correct lagoon startup procedures
Agitation ( ) Minimum surface 6ea-to-volume ratio
( ) Minimum agitation when pumping
() Mechanical aeration
() Proven biological additives
I i sprinkler nozzles High pressure agitation () Irrigate on dry days with little or no wind
Wind draft {) Minimum recommended operation pressure
{) Pump intake near lagoon liquid surface
{) Pump from second-stage lagoon
AMOC—November 11, 1996

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

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

Dry Manure Handling Accumulations of animal wastes () Remove spillage on a routine basis (e.g. 7-10.day
Systems interval during summer; 15-30 days interval during
winter) where manure is loaded for land application
or disposal.
() Provide for adequate drainage around manure stockpiles.
() Inspect for and remove or break up accumulated wastes
in filter stripes around stockpiles and manure handling
areas as needed.
The issues checked ( ) pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
insect control measures as practical.
certify the aforementioned insect control Best Management Practices have been reviewed with me.
(Landowner Signature)
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC
27 69 5-7 613.
AMIC--November 11, 1996

1�Iortality Management 1-Iethods
(check which method(s) are being* implemented)
G Burial three feet beneath the surface or the around within ?-Ir hours after
knowledge of the death. The burial must be at least '300 feet from any flowing
stream or public body of water.
Er"' Rendering at a rendering plant licensed under G.S. 106-16S.7
0 Complete incineration
'r1 In the case of dead poultry only; placing in a disposal pit of a size and design
approved by the Department of Agriculture
u Any method which in the professional opinion of the State Veterinarian would
make possible the salvage of part of a.dead animal's value without endangering
human or animal health. (Written approval of the State Veterinarian must be
attached)
December 13. 1996