310545_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: 31-0545 Certificate Of Coverage Number: AWS310545
2. Facility Name: Popeye Farm
3. Landowner's Name(same as on the Waste Management Plan): Wallace Family Farms LLC
4. Landowner's Mailing Address: 479 Woodland Church Rd
City: Albertson State: NC Zip: 28508
Telephone Number: 252-568-3315 Ext. E-mail:
5. Facility's Physical Address:
City: State: Zip:
6. County where Facility is located: Du lin
7. Farm Manager's Name(if different from Landowner): Michael J Wallace
g, Farm Manager's telephone number(include area code): 252-560-6647 Ext.544
9. Integrator's Name(if there is not an Integrator,write"None"): S',q4_.C_14 li'.s sm(14`ei�
10. Operator Name(OIC): Michael J.Wallace Phone No.: 252-560-6647 OIC#: 17320
11. Lessee's Name(if there is not a Lessee,write"None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Feeder to Finish 1,200
Operation Types:
Swine Cattle Dry Poultry Other Tunes
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)
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d)to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example:irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g.composting,digesters,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: 2019PermitRenewal@ncdenrgov

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"pgr violation. (18 U.S.C.
Section 1001 provides-'a,'pumshment'by a fine of noi'more than`$10,000`or'imprisonment of n6t`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 I is a
corporation,signature should be by-a principal executive officer of the corporation):
Name: �,Z_ , f Title: t'D W ry e.a
Signature: Date: -y
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
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 Methodsg
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
❑ death. The burial must be at least 300 feet from any flowingstream
or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table.Attach burial location map and plan.
El 1:1 Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
❑ ❑ Complete incineration according to 02 NCAC 52C .0102.
❑ ❑ 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.
("—I ❑ In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
�J NC Department of Agriculture&Consumer Services (G.S. 106-549.70).
❑ ❑ Any method which, in the professional opinionaof the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be--done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions(refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
/ Signature of Farm Owner/Manager Date
.�.. � Q dw-
alp
Signature of T c nical Specialist Date

Nutrient Management Plan For Animal Waste Utilization
01-06-2011
This plan has been prepared for: This plan has been developed by:
Mike wallace Quinn Farm Johnny Lanier
Micheal Wallace Hygro Inc.
479 Woodland Church Rd 441 Cabin St
Albertson, NC 285805 Pink Hill, NC 28572
910-298-5426
Developer Wign ature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I(we)understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
I,k_ 1,X4__�L
li
Signature(owner) Date
Signature(manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture-Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By:
echo' I Specialist Signature Date
---------------------------------------------------------------------------------------------------------------------------------------------------------
348941 Database Version 3.1 Date Printed: 01-06-2011 , Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S7 Swine Feeder-Finish Lagoon Liquid waste generated 1,112,400 gals/year by a 1,200
animal Swine Finishing Lagoon Liquid operation.This production facility has waste
storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 2562
Incorporated 4400
Injected 4846
Irrigated 2785
Max. Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs) * Applied Obs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 21,785 7001 4,216 2,796,458 -1,684,058
Year 2 2,785 8730 -51,945 3,487,145 -2,374,745
Year 3 21785 3420 -635 1,365,954 -253,554
-------------so--------- ------------------- ---------- --------- - ------------
Note: In source- ID,S means standard urce,U means user defined source.
*Max.Available PAN is calculated on the basis of the actual application method(s)identified in the plan for this source.
348941 Database Version 3.1 Date Printed: 01-06-2011 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 avai lab le.
Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
4613 PI 30.00 4.48 N/A Autryville Corn,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
Cotton 700 lbs.
4613 P 2 30.00 3.84 N/A Autryville Corn,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
Cotton 700 lbs.
4613 P 3 30.00 3.94 N/A Goldsboro Corn,Grain 130 bu.
Wheat,Grain 65 bu.
Soybeans,Manured,Double Crop 38 bu.
Cotton 925 lbs.
4613 P 4 30.00 2.81 N/A Goldsboro Corn,Grain 130 bu.
Wheat,Grain 65 bu.
Soybeans,Manured,Double Crop 38 bu.
Cotton 925 lbs.
4613 P 5 30.00 3.02 N/A Goldsboro Corn,Grain 130 bu.
Wheat,Grain 65 bu.
Soybeans,Manured,Double Crop 38 bu.
Cotton 925 lbs.
4613 P 6 30.00 3.04 N/A Goldsboro Corn,Grain 130 bu.
Wheat,Grain 65 bu.
Soybeans,Manured,Double Crop 38 bu.
Cotton 925 lbs.
4619 Pi 12.00 1.57 N/A Autryville Corn,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
Cotton 700 lbs.
4619 P 2 12.00 1.57 N/A Autryville Corn,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
Cotton 700 lbs.
348941 Database Version 3.1 Date Printed 1/6/2011
PCs Page 1 of 3
NOTE: Symbol*means user entered data.

Planned Crops Summary
Total Useable Leaching
TratieldAcres A� Index(Lo Soil Series Crop Sequence RYE
461 12.00 1.35 N/A Autryville Hybrid Bermudagrass Pasture 5.5 Tons
Small Grain Overseed 1.0 Tons461 12.00 1.32 N/A Autryville Hybrid Bermudagrass Pasture 5.5 Tons
Small Grain Overseed 1.0 Tons
4619 P 5 12.00 0.79 N/A Autryville Hybrid Bermudagrass Pasture 5.5 Tons
Small Grain Overseed 1.0 Tons
4619 P 6 12.00 2.21 N/A Autryville Com,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
Cotton 700 lbs.
4619 P10 3.94 3.94 N/A Autryville Corn,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
Cotton 700 lbs.
4619 Pl 1 3.06 3.06 N/A Autryville Corn,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
Cotton 7001bs.
4619 P7 2.62 2.62 N/A Autryville Corn,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
Cotton 700 lbs.
4619 P8 3.15 3.15 N/A Autryville Corn,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
Cotton 700 lbs.
4619 P9 3.90 3.90 N/A Autryville Corn,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
Cotton 700 lbs.
PLAN TOTALS: 268.67 46.51
348941 Database Version 3.1 Date Printed 1/6/201 1
PCs Page 2 of 3
NOTE: Symbol*means user entered data.

VV:e Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
soils. If applying waste nutrients through an irrigation system,you must apply at a rate that will not result in
runoff. This table provides the maximum application rate per hour that may be applied to each field selected to
receive wastewater. It also lists the maximum application amount that each field may receive in any one application
event.
Irrigation Application Factors
Application Rate Application Amount
Tract Field Soil Series (inches/hour) (inches)
4613 P 1 Autryville 0.60 1.0
4613 P 2 Autryville 0.60 1.0
4613 P 3 Goldsboro 0.50 1.0
4613 P 4 Goldsboro 0.50 1.0
4613 P 5 Goldsboro 0.50 1.0
4613 P 6 Goldsboro 0.50 1.0
4619 P 1 Autryville 0.60 1.0
4619 P 2 Autryville 0.60 1.0
4619 P 3 Autryville 0.60 1.0
ePN114619 P 4 Autryville 0.60 1.0
4619 P 5 Autryville 0.60 1.0
4619 P 6 Autryville 0.60 1.0
4619 P10 Autryville *0.35 1.0
4619 PH 1 utryville 0.60 1.0
4619 P7 Autryville 0.60 1.0
4619 P8 Autryville 0.60 1.0
4619 P9 Autryville 0.60 1.0

LI Potential Leaching Technical Guidance
c 2 w potential to contribute to soluble None
nutrient leaching below the root zone.
>=2& Moderate potential to contribute to Nutrient Management(590)should be planned.
<=10soluble nutrient leaching below the root
zone.
High potential to contribute to soluble Nutrient Management(590)should be planned. Other conservation practices that improve
nutrient leaching below the root zone. the soils available water holding capacity and improve nutrient use efficiawy should be
> 10 considered. Examples are Cover Crops(340)to scavenge nutrients,Sod-Based Rotations
(328),Long-Term No-T 11(778),and edge-of-field practices such as Filter Strips(393)and
Riparian Forest Buffers(391).
348941 Database Version 3.1 Date Printed 1/6/2011
PCS Page 3 of 3
NOTE: Symbol*means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown,their nutrient requirements
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure
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 fiel
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table Year 1
Nitrogen Canm Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManumA Manure Manure Manun
Nutrient Nutrient Nutrient pp6ed Applied Applied Applies
Req'd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) pbs/A) pbs/A)
Source Total Use. Applic. Applec. 1000
Tract Field 1D Soil Series Acres Acres Crop RYE Period N N N Mettnd N gal/A Tons 1000 gals tons
4613 P 1 S7 Auftyville 30.00 4.48 Com,Grain 85 bu. 2/15-6/30 104 0 20 Irrig. 84 33.55 0.00 150.32 0.
4613 P 1 S7 Autryville 30.00 4.48 Wheat,Grain 45 bu. 9/1 4/30 104 0 0 Irrig. 42 16.62 0.00 74.44 0.
4613 P 2 S7 Autryville 30.00 3.84 Com,Grain 85 bu. 2/15-6/30 104 0 20 Irrig. 84 33.55 0.00 128.84 0.
4613 P 2 S7 Autryville 30.00 3.84 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig. 42 16.62 0.00 63.81 0.
4613 P 3 S7 Goldsboro 30.00 3.84 Com,Grain 130 bu. 2/15-6/30 148 0 20 Irrig. 128 51.13 0.00 196.33 0.
4613 P 3 S7 Goldsboro 30.00 3.84 Wheat,Grain 65 bu. 9/1.4/30 136 0 0 Irrig. 54 21.73 0.00 83.44 0.
4613 P 4 S7 Goldsboro 30.00 2.81 Corn,Grain 130 bu. 2/15-6/30 148 0 20 Irrig. 128 51.13 0.00 143.67 0.
4613 P 4 S7 Goldsboro 30.00 2.81 Wheat,Grain 65 bu. 9/14/30 136 0 0 Irrig. 54 21.73 0.00 61.06 0.
4613 P 5 S7 Goldsboro 30.00 3.02 Com,Grain 130 bu. 2/15-6/30 148 0 20 Irrig. 128 51.13 0.00 154.41 0.
4613 P 5 S7 Goldsboro 30.00 3.02 Wheat,Grain 65 bu. 9/1-4/30 136 0 0 Irrig. 54 21.73 0.00 65.62 0.
4613 P 6 S7 Goldsboro 30.00 3.04 Com,Grain 130 bu. 2/15-6/30 148 0 20 Irrig. 128 51.13 0.00 155.431 0.
4613 P 6 S7 Goldsboro 30.00 3.04 Wheat,Grain 65 bu. 9/1-4/30 136 0 0 Irrig. 54 21.73 0.00 66.06 0.
4619 P 1 S7 Autryville 12.00 1.57 Cont,Grain 85 bu. 2/15-6/30 104 0 20 Irrig. 84 33.55 0.00 52.68 0.
4619 P 1 S7 Autryville 12.001 1.57 Wheat,Grain 45 bu. 9/14/30 104 0 0 Irrig. 42 16.62 0.00 26.09 0.
4619 P 2 S7 Autryville 12.00 1.57 Com,Grain 85 bu. 2/15-6/30 1 104 0 20 Irrig. 84 33.55 0.00 52.68 0.
4619 P 2 S7 Autryville 12.00 1.57 Wheat,Grain 45 bu. 9/14/30 104 0 0 Irrig. 42 16.62 0.00 26.09 0.
341f Database Version 3.1 Date Printed: 1/6/2 WUT Page ` 7

Waste Utilization Table Year 1
Nitrogen Cantu Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manun
Nutrient Nutrient Nutrient pplied Applied Applied Appliec
Req'd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (lbs/A)
Source Total Use. AppGc. AppGc. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gaVA Tons 1000 gals tons
4619 P 3 S7 Autryville 12.00 1.35 Hybrid Bermudagrass Pasture 5.5 Tons 3/15-10/31 202 0 0 Irrig. 202 80.69 0.00 108.93 0.
4619 P 3 S7 Autryville 12.00 1.35 Small Grain Overseed 1.0 Tons *11/1-3/15 50 0 0 Irrig. 50 19.97 0.00 26.96 0.
4619 P 4 S7 utryville 12.00 1.32 Hybrid Bermudagrass Pasture 5.5 Tons 3/15-10/31 202 0 0 Irrig. 202 80.69 0.00 106.51 0.
4619 P 4 S7 Autryville 12.00 1.32 Small Grain Overseed 1.0 Tons *11/1-3/15 50 0 0 Irrig. 50 19.97 0.00 26.36 0.
4619 P 5 S7 Auftrille 12.00 0.79 Hybrid Bermudagrass Pasture 5.5 Tons 3/15-10/31 202 0 0 Irrig, 202 80.69 0.00 63.74 0.
4619 P 5 S7 Autryville 12.00 0.79 Small Grain Overseed 1.0 Tons *11/1-3/15 50 0 0 Irrig. 50 19.97 0.001 15.78 0.
4619 P 6 S7 Autryville 12.00 2.21 Corn,Grain 85 bu. 2/15-6/30 104 0 20 brig. 84 33.55 0.00 74.15 0.
4619 P 6 S7 Autryville 12.00 2.21 Wheat,Grain 45 bu. 9/1-4130 104 0 0 Irrig. 42 16.62 0.00 36.72 0.
4619 P10 S7 Autryville 3.941 3.94 Corn,Grain 85 bu. 2/15-6/30 104 0 20 Irrig. 84 33.55 0.00 132.20 0.
4619 P10 S7 Autryville 3.94 3,94 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 brig. 42 16.62 0.00 65.47 0.
4619 P11 S7 Aubrille 3.06 3.06 Com,Grain 85 bu. 2/15-6/30 104 0 20 Irrig. 84 33.55 0.00 102.67 0.
4619 P11 S7 Autryville 3.06 3.06 Wheat,Grain 45 bu. 9/14/30 104 0 0 Irrig. 42 16.62 0.00 50.85 0.
4619 P7 S7 Autryville 2.62 2.62 Corn,Grain 85 bu. 2/15-6/30 104 0 20 Irrig. 84 33.55 0.00 87.91 0.
4619 P7 S7 Auhrille 2.62 2.62 Wheat,Grain 45 bu. 9/14/30 104 0 0 Irrig. 42 16.62 0.00 43.54 0.
4619 P8 S7 Autryville 3.15 3.15 Com,Grain 85 bu. 2/15-6/30 I04 0 20 Irrig. 84 33.55 0.00 105.69 0.
4619 P8 S7 Autryville 3.15 3.15 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 brig. 42 16.62 0.00 52.34 0.
4619 P9 S7 Autryville 3.90 3.90 Com,Grain 85 bu. 2/15-6/30 104 0 20 Irrig. 84 33.55 0.00 130.86 0.
4619 P9 S7 Autryville 3.90 3.90 Wheat,Grain 45 bu. 1 9/1-4/30 104 0 1 0 brig. 42 16.62 0.00 64.81 0.
34 Database Version 3.1 Date Printed: 1/6/20 WUT Page ` 7

Waste Utilization Table Year 1
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manun
Nutrient Nutrient Nutrient pplied Applied Applied Applies
Req'd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (Ibs/A)
Source Total Use. Applec. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
Total Applied,1000 gallons 2,796.4
Total Produced,1000 gallons 1,112.4
Balance,1000 gallons -1,694.06
Total Applied,tons 0.
Total Produced,tons 0.
Balance,tons _: 0.
Notes: 1. In the tract column,--symbol means leased, otherwise,owned. 2. Symbol * means user entered data.
34$ _ Database Version 3.1 Date Printed: 1/6/20 WUT Page 7

Waste Utilization Table Year 2
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fen. (lbs/A) PA Manure.A Manure Manure Manun
Nutrient Nutrient Nutrient pplied Applied Applied Applies
Read Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (lbs/A)
Applic. Applic. 1000
Source Total Use.Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
4613 P 1 S7 Autryville 30.00 4.48 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 brig. 62 24.93 0.00 111.66 0.
4613 P 1 S7 Autryvillc 30.00 4.48 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 100 0 0 Irrig. 100 39.94 0.00 178.95 0.
4613 P 2 S7 Autryville 30.00 3.84 Wheat,Grain 45 bu. 9/14/30 104 0 0 Irrig. 62 24.93 0.00 95.71 0.
4613 P 2 S7 Autryville 30.00 3.84 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 100 0 0 Irrig. 1 100 39.94 0.00 153.39 0.
4613 P 3 S7 Goldsboro 30.00 3.84 Wheat,Grain 65 bu. 9/1-4/30 136 0 0 Irrig. 82 32.59 0.00 125.16 0.
4613 P 3 S7 Goldsboro 30.00 3.84 Soybeans,Manured,Double Crop 38 bu. 4/1-9/15 149 0 0 Irrig. 149 59.521 0.00 228.54 0.
4613 P 4 S7 Goldsboro 30.00 2.81 Wheat,Grain 65 bu. 9/14/30 136 0 0 Irrig. 82 32.59 0.00 91.59 0.
4613 P 4 S7 Goldsboro 30.00 2.81 Soybeans,Manured,Double Crop 38 bu. 4/1-9/15 149 0 0 Irrig. 149 59.52 0.001 167.24 0.
4613 P 5 S7 Goldsboro 30.00 3.02 Wheat,Grain 65 bu. 9/14/30 136 0 0 brig. 82 32.59 0.00 98.43 0.
4613 P 5 S7 Goldsboro 30.00 3.02 Soybeans,Manured,Double Crop 38 bu. 4/1-9/15 149 0 0 Irrig. 149 59.52 0.00 179.74 0.
4613 P 6 S7 Goldsboro 30.00 3.04 Wheat,Grain 65 bu. 9/1-4/30 136 0 0 Irrig. 82 32.59 0.00 99.09 0.
4613 P 6 S7 Goldsboro 30.00 3.04 Soybeans,Manured,Double Crop 38 bu. 4/1-9/15 149 0 0 Irrig. 149 59.52 0.00 180.93 0.
4619 P 1 S7 Autryville 12.00 1.57 Wheat,Grain 45 bu. 9/14/30 104 0 0 Irrig. 62 24.93 0.00 39.13 0.
4619 P 1 S7 Auhrille 12.00 1.57 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 100 0 0 Itrig. 100 39.94 0.00 62.71 0.
4619 P 2 S7 Autrille 12.00 1.57 Wheat,Grain 45 bu. 9/14/30 104 0 0 Irrig. 62 24.93 0.00 39.13 0.
4619 P 2 Sq Autryville 12.00 1.57 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 100 0 0 brig. 100 39.94 0.00 62.71 0.
4619 P 3 S7 Autyville 12.00 1.35 Eybrid Bermudagrass Pasture 5.5 Tons 3/15-10/31 202 0 0 brig. 202 80.69 0.00 108.93 0.
4619 P 3 S7 Autryville 12.00 1.35 Small Grain Overseed 1.0 Tons *11/1-3/15 50 0 0 Irrig. 50 19.97 0.00 26.96 0.
4619 P 4 S7 Autryville 12.00 1.32 Hybrid Bermudagrass Pasture 5.5 Tons 3/15-10/31 202 0 0 Irrig. 202 80.69 0.00 106.51 0.
4619 P 4 S7 Autryville 12.00 1.32 Small Grain Overseed 1.0 Tons *11/1-3/15 50 0 0 Irrig. 50 19.97 0.00 26.36 0.
4619 P 5 S7 Autryville 12.001 0.79 Hybrid Bermudagrass Pasture 5.5 Tons 3/15-10/31 202 0 0 Irrig. 202 80.64 0.00 63.74 0.
4619r P 5 S7 utryville 12.00 0.79 Small Grain Overseed 1.0 Tons *11/1-3/15 50 1 0 0 brig. 50 19.97 0.00 15.78 0.
341 Database Version 3.1 Date Printed: 1/6/20 WUT Page ' 7

Waste Utilization Table Year 2
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fert. (Ibs/A) PA ManureA Manure Manure Manua
Nutrient Nutrient Nutrient pplied Applied Applied Appliec
Req'd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) (Ibs/A) (lbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gel/A Tons 1000 gals tons
4619 P 6 S7 Autryville 12.00 2.21 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig. 62 24.93 0.00 55.08 0.
4619 P 6 S7 Autryville 12.00 2.21 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 100 0 0 Irrig. 100 39.94 0.00 88.28 0.
4619 PIO S7 Autryville 3.94 3.94 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig. 62 24.93 0.00 98.21 0.
4619 P10 S7 Autryville 3.94 3.94 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 100 0 0 Irrig. 100 39.94 0.00 157.38 0.
4619 P11 S7 Autryville 3.06 3.06 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig. 62 24.93 0.00 76.27 0.
4619 PH S7 Autryvillc 3.06 3.06 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 100 0 0 Irrig. 10 39.94 0.00 122.23 0.
4619 P7 S7 Autryville 2.62 2.62 Wheat,Grain 45 bu. 9/14/30 104 0 0 Irrig. 62 24.93 0.00 65.30 0.
4619 P7 S7 Autryville 2.62 2.62 Soybeans,Mantned,Double Crop 25 bu. 4/1-9/15 100 0 0 Irrig. 100 39.94 0.00 104.65 0.
4619 P8 S7 Autryville 3.15 3.15 Wheat,Grain 45 bu. 9/14/30 104 0 0 brig. 62 24.93 0.00 78.51 0.
4619 P8 S7 Auttyville 3.15 3.15 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 100 0 0 Irrig. 100 39.94 0.00 125.82 0.
4619 P9 S7 Autryville 3.90 3.90 Wheat,Grain 45 bu. 9/14/30 104 0 0 Irrig. 62 24.93 0.00 97.21 0.
4619 P9 S7 Autryville 3.90 3.90 Soybeans,Manured,Double Crop 25 bu. 411-9/15 100 0 0 brig. 100 39.94 0.00 155.78 0.
Total Applied, 1000 gallons 3,487.15
Total Produced,1000 gallons 1,112.4 -
Balance,1000 gallons -2,374.75
Total Applied,tons O•
Total Produced,tons 0•
Balance,tons 0.
Notes: 1. In the tract column,-symbol means leased,otherwise,owned. 2. Symbol *means user entered data.
34Z Database Version 3.1 Date Printed: 1/6/20 WUT Page 7

Waste Utilization Table Year 3
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManurcA Manure Manure Manun
Nutrient Nutrient Nutrient pplied Applied Applied Appfiec
Req'd Applied Applied (acre) (acre) (Field) (Field)
(Ibs/A) (Ibs/A) Qbs/A)
Source Total Use. Apptic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
4613 P 1 S7 Autryville 30.00 4.48 Cotton 700 lbs. 3/15-7/31 78 0 20 Irrig. 58 23.17 0.00 103.79 0.
4613 P 2 S7 Autryville 30.00 3.84 Cotton 700 lbs. 3/15-7/31 78 0 20 Irrig. 58 23.17 0.00 88.96 0.
4613 P 3 S7 Goldsboro 30.001 3.84 Cotton 925 lbs. 3/15-7/31 82 0 20 brig. 62 24.77 0.00 95.10 0.
4613 P 4 S7 Goldsboro 30.00 2.81 Cotton 925 lbs. 3/15-7/31 82 0 20 brig. 62 24.77 0.00 69.59 0.
4613 P 5 S7 Goldsboro 30.00 3.02 Cotton 925 lbs. 3/15-7/31 82 0 20 Irrig. 62 24.77 0.00 74.79 0.
4613 P 6 S7 Goldsboro 30.00 3.04 Cotton 925 lbs. 3/15-7/31 82 0 20 1 Irrig. 1 62 24.77 0.00 75.29 0.
4619 P 1 S7 Autryville 12.00 1.57 Cotton 700 lbs. 3/15-7/31 78 0 20 Irrig. 58 23.17 0.00 36.37 0.
4619 P 2 S7 Autryville 12.00 1.57 Cotton 700 lbs. 3/15-7/31 78 0 20 Irrig. 58 23.17 0.00 36.37 0.
4619 P 3 S7 Autryville 12.00 1.35 Hybrid Bermudagrass Pasture 5.5 Tons 3/15-10/31 202 0 0 Irrig. 202 80.69 0.00 108.93 0.
4619 P 3 S7 Autryvillc 12.00 1.35 Small Grain Overseed 1.0 Tons *11/1-3/15 50 0 0 Irrig. 50 19.97 0.00 26.96 0.
4619 P 4 S7 Autryvillc 12.00 1,32 Hybrid Bermudagrass Pasture 5.5 Tons 3/15-10/31 202 0 0 Irrig. 202 80.69 0.00 106.51 0.
4619 P 4 S7 Autryville 12.00 1.32 Small Grain Overseed 1.0 Tons *11/1-3/15 50 0 0 Irrig. 50 19.97 0.00 26.36 0.
4619 P 5 S7 Autryville 12.00 0.79 Hybrid Bermudagrass Pasture 5.5 Tons 3/15-10/31 202 0 0 Irrig, 202 80.69 0.00 63.74 0.
4619 P 5 S7 Autryville 12.00 0.79 Small Grain Overseed 1.0 Tons *11/1-3/15 50 0 0 Irrig. 1 50 19.97 0.00 15.78 0.
4619 P 6 S7 Autryville 12.00 2.21 Cotton 700 lbs. 3/15-7/31 78 0 20 brig. 58 23.17 0.00 51.20 0.
4619 P10 S7 utryville 3.94 3.94 Cotton 700 lbs. 3/15-7/31 78 0 20 brig. 58 23.17 0.00 91.28 0.
4619 P11 S7 Autryville 3.06 3.06 Cotton 7001bs. 3/15-7/31 78 0 20 brig. 58 23.17 0.00 70.89 0.
4619 P7 S7 Autryville 2.62 2.62 Cotton 700 lbs. 3/15-7/31 78 0 20 Irrig. 58 23.17 0.00 60.70 0.
4619 P8 S7 Autrywille 3.15 3.15 Cotton 700 lbs. 3/15-7/31 78 0 20 Irrig. 58 23.17 0.00 72.98 0.
4619 P9 S7 AuUrille 3.90 3.90 Cotton 700 lbs. 3/15-7/31 78 0 20 Irrig. 58 23.17 0.00 90.35 0.
34 Database Version 3.1 Date Printed: 1/6/2 WUT Pagef 7

Waste Utilization Table Year 3
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manun
Nutrient Nutrient Nutrient pplied Applied Applied Appliei
Req'd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (lbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
Total Applied, 1000 gallons 1,365.95
Total Produced,1000 gallons 1,112.40
Balance,1000 gallons -253.55 -"
Total Applied,tons 0.
Total Produced,tons 0.
Balance,tons -- _: 0.
Notes: 1. In the tract column,--symbol means leased,otherwise,owned. 2. Symbol *means user entered data.
34 Database Version 3.1 Date Printed: 1/6/20 WUT Page - 7

Narrative
Tobacco can be planted on Tract 4613 on any 15 acres that landowner wishes.
Tobacco will not be pumed on v�cl^th a a� -
Cucumbers can be planted on Tract 4613 P 1 throUgU 15 and can consume 70�jb&P-AN Preplant
Cucumbers can be planted on Tract 19 Pull 6 and can consume 70 lbs PAN Preplant
348941 Database Version 3.1 Date Printed: 01-06-2011 Narrative Page 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 ofthe effluent. At
clean out,this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous,copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally,effluent spray fields should not be
used for sludge application. If this is not possible,care should betaken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes,phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Maximum Maximum Sludge
Crop PA-N Rate Application Rate Minimum Acres Minimum Acres Minimum Acres
lb/ac 1000 gal/ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Feeder-Finish Lagoon Sludge-Standard
orn 120 bu 150 13.16 15.04 30.09 45.13
flay 6 ton R.Y.E. 300 26.32 7.52 15.04 22.57
Soybean 40 bu 160 14.04 14.10 28.21 42.31
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348941 Database Version 3.1 Date Printed: 01-06-2011 Sludge Page 1 of 1

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application,or direct discharge during
operation or land application.Any discharge of waste that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner,who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, MRCS Field
Office Technical Guide Standard 393 -Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding,waste
will be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone
to flooding (see "Weather and Climate in North Carolina" for guidance).
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348941 Database Version 3.1 Date Printed: 1/6/2011 Specification Page 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1, 1995,
shall not be applied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
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348941 Database Version 3.1 Date Printed: 1/b/2011 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over-spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways,waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers,toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary,to protect the vegetation. Vegetation such as
trees, shrubs,and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage,or discharge.
18. If animal production at the facility is to be suspended or terminated,the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre-plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
348941 Database Version 3.1 Date Printed: 1/6/2011 Specification Page 3

22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where waste products are applied. Nitrogen
shall be the rate-determining nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five
(5)years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
...................................................................................................................................................................
348941 Database Version 3.1 Date Printed: 1/6/2011 Specification Page 4

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month ofthe 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.
rvailable We StoraQe Capacity
Sta:rt
ame Swine Feeder-Finish Lagoon Liquid Design Storage Capacity(Da s
te 9/1 180
Plan Year Month Available Storage Capacity(Days)
1 1 125
1 2 180
1 3 180
1 4 180
1 5 180
1 6 180
1 7 160
1 8 140
1 9 180
1 10 180
1 11 180
1 12 154
2 1 180
2 2 180
2 3 180
2 4 180
2 5 180
2 6 180
2 7 180
2 8 180
2 9 180
2 10 160
2 11 135
2 12 109
3 1 83
3 2 60
348941 Database Version 3.1 Date Printed: 01-06-2011 Capacity Page 1 of 2

Availabl torage Canacity
Source Name Swine Feeder-Finish Lagoon Liquid Desi n Storage Capacity(!E]
Start Date 9/1 180
Plan Year Month Available Storage Capacity(Days)
3 3 112
3 4 161
3 5 180
3 6 180
3 7 180
3 8 160
3 9 141
3 10 121
3 11 96
3 12 70
*Available Storage Capacity is calculated as of the end of each month.
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348941 Database Version 3.1 Date Printed: 01-06-2011 Capacity Page 2 of 2

Crop Notes
The following crop note applies to field(s): P 3,P 4, P 5,P 6
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 10%when
planting no-till.Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting.When planting early in cool,wet soil,banded phosphorus will be more available to the young
plants.An accepted practice is to apply 20-30 lbs/acre N and 20-301bs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter.The rest of the N should be applied about 30-40
days after emergence.The total amount of N is dependent on soil type.When including a starter in the
fertilizer program,the recommended potassium and any additional phosphorus is normally broadcast at
planting.Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn.Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): P 1, P 2,P 6, P 10,P 11,P7,P8,P9
Corn:CP,Mineral Soil,medium leaching
In the Coastal Plain,corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety"green book"and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10%when
planting no-till.Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting.When planting early in cool,wet soil,banded phosphorus will be more available to the young
plants.An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter.The rest of the N should be applied about 3040
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.
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348941 Database Version 3.1 Date Printed: 01-06-2011 Crop Note Page 1 of 5

The following crop note applies to field(s): P 3,P 4, P 5, P 6
Cotton CP,Mineral Soil, low-leachable
In the Coastal Plain,cotton is normally planted from April 15-May 5 when warm(above 65 F)
temperatures and dry weather are present and predicted to remain for at least 5 to 7 days after planting.
Avoid planting after May 20 if at all possible.Review the NCSU Official Variety"green book"and
information from private companies to select a high yielding variety with characteristics needed for your
area and conditions.Plant 4-6 seed/row foot at a depth of 1/2-1".Adequate depth control is essential.
Recommended phosphorus and potash can be broadcast or banded at planting.Apply 20-251bs/acre N at
planting.Apply the remaining recommended N as a sidedress application 2 to 3 weeks after first square.
The total N needed is dependent on soil type.Apply 1.0 lb/acre actual boron either at planting or at
sidedress;or,foliar apply 1/21b/acre actual boron with 1/41b/acre applied at early bloom and the other
1/41b/acre about 2 weeks later.The boron needs to be available to the cotton during fruiting.Tissue
samples can be analyzed during the growing season to monitor the nutrient status of the cotton.Timely
management of insects,weeds,and excessive vegetative growth are essential for profitable cotton
production.
The following crop note applies to field(s): P 1,P 2,P 6,P10,P11, P7, P8, P9
Cotton CP:Mineral Soil,medium leachable
In the Coastal Plain,cotton is normally planted from April 15-May 5 when warm(above 65 F)
temperatures and dry weather are present and predicted to remain for at least 5 to 7 days after planting.
Avoid planting after May 20 if at all possible. Review the NCSU Official Variety"green book"and
information from private companies to select a high yielding variety with characteristics needed for your
area and conditions.Plant 4-6 seed/row foot at a depth of 1/2-1".Adequate depth control is essential.
Recommended phosphorus and potash can be broadcast or banded at planting.Apply 20-25 lbs/acre N at
planting.Apply the remaining recommended N as a sidedress application 2 to 3 weeks after first square.
The total N needed is dependent on soil type.Also,apply at least 201bs/acre sulfur either at planting or
at sidedressing.Apply 1.0 lb/acre actual boron either at planting or at sidedress; or,foliar apply 1/2
lb/acre actual boron with 1/4 lb/acre applied at early bloom and the other 1/4 lb/acre about 2 weeks later.
The boron needs to be available to the cotton during fruiting.Tissue samples can be analyzed during the
growing season to monitor the nutrient status of the cotton.Timely management of insects,weeds,and
excessive vegetative growth are essential for profitable cotton production.
-- - --------- ----------
348941 Database Version 3.1 Date Printed: 01-06-2011 Crop Note Page 2 of 5

The following crop note applies to field(s): P 3,P 4,P 5
Small Grain: CP,Mineral Soil,medium leachable
In the Coastal Plain,oats and barley should be planted from October 15-October 30;and rye from
October 15 November 20.For barley,plant 22 seed/drill row foot and increase the seeding rate by 5%for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU"Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10%when planting no-till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre.Plant all these small grains at 1-1 1/2"deep.Adequate depth control is
essential.Review the NCSU Official Variety"green book"and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions.Apply no more
than 301bs/acre N at planting.Phosphorus and potash recommended by a soil test can also be applied at
this time.The remaining N should be applied during the months of February-March.
The following crop note applies to field(s): P 3,P 4,P 5
Bermudagrass: CP,Mineral Soil,Moderately Well Drained.
Adaptation:Well-adapted.
In the Coastal Plain,hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31.Cover sprigs 1"to 3"
deep(1.5"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind.For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows,spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions.Tifton 44 spreads slowly,so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime,phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance.Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July.For established stands apply 180 to 240
lb/ac N annually in split applications,usually in April and following the first and second hay cuts.
Reduce N rates by 25%for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
-------- - -------_-----
348941 Database Version 3.1 Date Printed: 01-06-2011 Crop Note Page 3 of 5

The following crop note applies to field(s): P 3, P 4,P 5,P 6
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 10%when planting
no-till.Adequate depth control when planting the wheat is essential.Review the NCSU Official Variety
"green book" and information from private companies to select a high yielding variety with the
characteristics needed for your area and conditions.Apply no more than 30 lbs/acre N at planting.
Phosphorus and potash recommended by a soil test 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): P 1,P 2,P 6,P10,P11,P7,P8,P9
Wheat: Coastal Plain,Mineral Soil,medium leachable
In the Coastal Plain,wheat should be planted from October 20 November 25.Plant 22 seed/drill row foot
at 1-1 1/2"deep and increase the seeding rate by 5%for each week seeding is delayed beyond the
optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU
"Small Grain Production Guide". Also, increase the initial seeding rate by-at least 10%when planting
no-till.Adequate depth control when planting the wheat is essential.Review the NCSU Official Variety
"green book"and information from private companies to select a high yielding variety with the
characteristics needed for your area and conditions.Apply no more than 30 lbs/acre N at planting.
Phosphorus and potash recommended by a soil test report can also be applied at this time.The remaining
N should be applied during the months of February-March.The total N is dependent on the soil type.
Plant samples can be analyzed during the growing season to monitor the nutrient status of the wheat.
Timely management of diseases,insects and weeds are essential for profitable wheat production.
The following crop note applies to field(s):P 3,P 4,P 5,P 6
Double-Crop Soybeans,Coastal Plain:Mineral Soil,low-leachable
Double-crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no-tilling soybeans in small grain straw,it is essential to manage the straw to achieve adequate
plant populations.Review the NCSU Official Variety"green book" and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/row foot for 7-8"drills;4-6 seed/row foot for 15"rows; 6-8 seed/row foot for 30"rows
and 8-10 seed/row foot for 36"rows.Increase the seeding rate by at least 10%for no-till planting.
Seeding depth should be 1-1 1/2"and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However,applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor.Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans.Timely management of
weeds and insects is essential for profitable double crop soybean production.
---------------------------------------------- -
348941 Database Version 3.1 Date Printed: 01-06-2011 Crop Note Page 4 of 5

The following crop note applies to field(s): P 1,P 2,P 6,P 101,P 11,P7,P8,P9
Double-Crop Soybeans,Coastal Plain: Mineral soil,medium leachable
Double-crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no-tilling soybeans in small grain straw,it is essential to manage the straw to achieve adequate
plant populations.Review the NCSU Official Variety"green book"and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/row foot for 7-8"drills;4-6 seed/row foot for 15"rows;6-8 seed/row foot for 30"rows
and 8-10 seed/row foot for 36"rows.Increase the seeding rate by at least 10%for no-till planting.
Seeding depth should be 1-1 1/2"and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen.However,applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor.Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans.Timely management of
weeds and insects is essential for profitable double crop soybean production.
---------------------------------------------------------------------------------
348941 Database Version 3.1 Date Printed: 01-06-2011 Crop Note Page 5 of 5

Waste Utilization Agreement
I. Rebecca N. Quinn , hereby give, Michael J. Wallace , Permission to
apply-animal waste from"his swine operation on . . 42.0 acres of my land. I have not and will not
• y
permission to anyone.else to apply-their poultry litter or lagoon effluent-to the fields and tracts listed below.
Tract(s) Number Field Number(s)
T-4'619 1 - 2 - 3 - 4 - 5
6
The animal waste is to be applied in a manner that will not cause problems with the nutrients in the
waste leaching out of the soil and into ground and surface water (lakes, streams, and drainage ditches). -I.
understand that this waste contains nitrogen, phosphorus, potassium and trace elements, and when properly
applied should not harm my land or crops. I also understand-that the use of animal manure will reduce my need
for commercial fertilizer. The application of animal waste will be timed in a maruier that will not
s.
enience the existing farming operations.
Landowner Date
.State of
County-of
I, a notary public of the County and State aforesaid, certify that ez personally
appeared before me on this day and acknowledged the due execution-of the-foregoing instrument. Witness m
hand and official stamp or seal, this the — day of
r.Lc. c,'
AL) - Notary Public
- - My Commission expires:

ri_ Y r- _�a__ rr• w Wetland Determination 1 dontifiors Disclaimer:Wetland identifiers do not represent the s..,shape,
L/uP11ifl CoiJLiilty wIr"S +► O Restricted Use or specific daterminalion oft"area. Roferto your origlnai �
determination(CPA-02G and attached maps)for exactwetlantl Acres �_ C.rOp iIIELICAP
�rf� /AAA �• Q Limited Restrictions boundaries and determinations,or contact NRCS. -----
Farm 149 I8 Tract 4v19 - Exempt from Conservation Compliance Provisions ��-
1 3.74 N
2 12.44 N
3 0.90 N
• ^.`. _ 4 13.79 N
9'
5 9.7C N
6 1.38 N
` dIe
Y
r Oses only. Total Co. ind Acres
42.0

Waste Utilization agreement
1 Gwendolyn Bishop , hereby dive, Michael J.-Wallace , Permission to
apply animal waste from`his swine operation on 32.8 acres of mti land. I have not and not ui�e
permission to anyone else to apply their poultry litter or lagoon effluent to the fields and tracts listed belo,,,\-. .
Tract(s) Number Field Number(s)
T-4613 1
The animal waste is to be applied in a manner that will not cause problems with the nutrients in the
waste leaching out of the soil and into ground and surface-water(lakes, streams. and drainage ditches). I
understand that this waste contains nitrogen, phosphorus, potassium and trace elements, and when properly
applied should not harm my land or crops. I also understand that the use of animal manure will reduce my need
for commercial fertilizer. The application of animal waste will be timed in a manner-that will not
inconvenience the existing farming operations.
Landowner :k iY Date
State of
County of
I, a notary public of the County and State aforesaid, certify thatersonally
appeared before me on this day and acknowledged the due execution of the foregoing instrument. Witness my
hand and official stamp or seal, this the - day of
_ - �_ -" -Luz. r •��-z�---
Notary Public
My Commission expires: ��

AM"
i
I �
� f
jo
'1.Ilk
rlx
al
0
O ,� �-�.; .. � � >� "`G•if
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1
r,

Waste Utilization Agreement
t to 3_' CAN YX `S�1� herebygive, t
� . Permission to
apply animal waste from his swine operation on acres of my land. I have not and will not Vivo
permission to anyone else to apply their poultry litter or lagoon effluent to the fields and tracts listed below.
Tract(s) Number Field Number(s)
.7 �-GAl-
The animal waste is to be applied in a manner that will not cause problems with the nutrients in the
waste leaching out of the soil and into ground and surface water(lakes, streams, and drainage ditches). I
understand that this waste contains nitrogen, phosphorus, potassium and trace elements, and when properly
applied should not harm my land or crops. I also understand that the use of animal manure will reduce my need
for commercial fertilizer. The application of animal waste will be timed in a manner that will not
incon enience the existing farming operations.
Landowner bate
State of '
County of `
I, a notary public of the County and State aforesaid, certify that.1; ^personally
appeared before me on this day and acknowledged the due execution of the foregoing instrulnient. `,ti'itnz�ss my
hand and official stamp or seal, this the day of--(n rC /d A&I
!,tA M aIA-
.�L) C
N tar•y Public I
My Commission expires: ffilif

_ -- --
Disclaimer Welland Identifiersdo uupiin county taw ®t Restricted
Determination Identifierse area. represent your original
e. �
Reslncletl Use or specific determination and
Refer to yow original
tloundaries n tCPA @6 antl atla r to I NRor exact wellantl
Limited R t cli ns
Farm 15798 Tract 4613 boundaries and tlelemm�alians or co to NRCS --
�xempl boor C iserval on Compliance Provisions
y. t
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00
WIWI
a ^ 4 i4xJy k s m k
3 d„
t $v
} y of
y � h
Y
0 400 800 1200 1600 Feet. Total CropI i Acres
Map for FSA purposes only 32.9 p

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Tract 5072
-AmFarrn 14301 CLU Boundary "
Duplin County FSA Office
(H)= Highly Erodible Land Map Printed:November 15 2005

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F R .
Qu *inn arm
AW
Spray Field
Scale: 1 "=200'
Pull 1 1.57 Ac.
Pull 2 1.58 Ac.
Pull 3 1.35 Ac.
Pull 4 1.32 Ac.
Pull 5 0.79 Ac.
Hog Lagoon Pull 6 2.21 Ac.
Hous es TOTAL 8.82 Ac.
6
2.21 Ac.
T4619—F4
T4613—F1—6
T4613—F1=5
Well
IU
w/100 offset
T4613—F1-4 v?
r
AV W
N
T4613—F1--3 3
j
T4619—F5
4
T4613—F1—2 1.32 Ac.
U
0
o
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Q 79 y
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T4613—F1-1 h `
Existing 6" PVC Main
3* 3 Class 160 PVC * a
TB Thrust Block
AV Air Vent • 0009�9 •
Fale1�1ER
s�° � A

Wetland Determination Identifiers Disclaimer:Wetland iderdglers do not represent the sbe.shape.
uupiin county FSA Q Restricted Use or specific determination of the area. Refer to your original
detenninallen(CPA-026 and attached maps)for exact wellantl ACLes CIOP EL AP
Limited Restrictions boundaries and determinations,or contact
Farm 14918 Tract 4619 F1 Fempt from Conservation Com Hance Provisions
1 3.74 N
2 12.49 N
3 0.90 N
f
- --- - 5 9.32 N
6 1.38 N
} 7 6.81 N
a 1 1.12 M•`. N
•
'eys_!
I �
-
R LM,:
0ses only Total Ck Ind Acres

F
er: ROBERT H. QUINN Designed By: CHBss: 191 POPEYE RD. Checked By: JES
MOUNT OLIVE, NC 28365 Date: 06/11/98
Coun : DUPLIN Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
Farm Population:
Nursery: ------------------- 0
Finishing: ——————————————————— 1200 Hd.
Farrow to weanling: ——————————————————— 0
Farrow to feeder: ——————————————————— 0
Farrow to finish: ——————————————————— p
Boars: ——————————————————— 0
Storage Period: ——————————————————— 180Days
25 Yr. /24 Hr Storm Event ——————————————————— 7.5 In.
"Heavy Rain" Factor Not Applicable
Rainfall in Excess of Evaporation ——————————————————— 7.0In.
Additional Water Usage: ——————————————————— 0
Additional Drainage Area: ——————————————————— 0
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape? (Y/N) ——————————N
Does Operator Want Emergency Spillway? (Y/N) ——————————N
Is This Design for an Existing Farm? (Y/N) ——————————Y
Is Drain Tile Req d to Lower SHWT?
Seasonal High Water TableElev: ——————————————————— 92.08 Ft.
Freeboard: ——————————————————— 1.0 Ft.
Emergency Spillway Flow Depth: Not Applicable
Top of Storm /Spillway Buffer: Not Applicable
Side Slopes: ——————————————————— 3 :1 (H:V)
Inside Top Length: ——————————————————— 240.0 Ft.
Inside Top Width: ——————————————————— 185.0 Ft.
Top of Dike Elevation: ——————————————————— 98.40 Ft.
Finished Bottom Elevation: ——————————————————— 87.90 Ft.
Start Pump Elevation: ——————————————————— 96.60 Ft.
Stop Pump Elevation: —————————————————— 93.90 Ft.
LAGOON VOLUME REQUIREDVOL. DESIGN VOLUMES % REQ'D.
Storm Stor = 27750 (Cu.Ft.) 32,735 (Cu.Ft.) 117.96%
Temporary= 91451 (Cu.Ft.) 99,423 (Cu.Ft.) 108.72%
Permanent= 162000 {Cu Ft ) 164,583 (Cu.Ft.) 101 59%
Total Volume = 281,201 (Cu.Ft.) 296,740 (Cu.Ft.) 105.53%
Min. Required Liner Thickness --------------_---- 1.5 Ft.
Lagoon Surface Area: (Inside TOD) ——————————————————— 44,400 S.F.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

F
r: ROBERT H. QUINN Designed By: CHB
ss: 191 POPEYE RD. Checked By: JESMOUNT OLIVE, NC 28365 Date: 06/11/98
: DUPLIN Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
LAGOON STAGE-AREA VOLUMES
Contour
Elevation (FT.} Area SF Incr. Vol. (Cu. FT) Cumul. Vol. (Cu. FT)
87.90 21,594
88.00 21,774 23168 21168
89.00 23,611 22,692 24,861
90.00 25,520 241566 491426
91.00 27,501 26,511 75,937
92.00 29,555 28,528 1041465
93.00 311680 30,617 1353082
94.00 33,877 32,778 167,861
95.00 36,146 35,012 202,872
96.00 38,487 37,317 240,189
97.00 40,901 39,694 279,883
98.00 43,386 42,143 322,026
98.40 44,400 17,557 339,583
These volumes were calculated using the vertical average end area method.
T Q TAL REQD VOLUME: 281,201 CF CUMULATIVE VOL. ZONE VOL 105.53%
END PUMP = _ _ _ > 93.90 FT 164,583 CF TR'MT 164,583 101.59%
START PUMP = = = > 96.60 FT 264,005 CF TEMP 99,423 108.72%
iL
STORAGE = = > 97.40 FT 1 296 740 CF STORM 32 735 117.96%
Murphy Family Farms Engineering P.O. Box 759,Rose Hill NC 28458 [phone]

Grower: ROBERT H. QUINN Designed By: CHB
Address: 191 POPEYE RD. Checked By: JES
MOUNT OLIVE, NC 28365 Date: 06/11/98
Coun : DUPLIN Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
'Animal T e Ca aci * ALW * cu.ft. Ib = Total
Nursery 0 30 1.00 0
Finishing11200 135 1.00 162,000
Farrow to wean l i n g 0 433 1.00 0
Farrow to feeder 0 522 1.00 0
Farrow to finish 0 11417 1.00 0
Boars 1 0 4001 1.00 0
Total Required Treatment Volume (cu. ft.)= 162,000
Sludge Stora a Volume:
Animal Tvpe Capacity * ALW * cu.ft. Ib = Total
Nurse 0 30 0.00 0
Finishing1,200 135 0.00 0
Farrow to weanlin 0 433 0.00 0
Farrow to feeder 0 522 0.00 0
Farrow to finish 0 11417 0.00 0
Boars 01 4001 0.000 0
Total Required Sludge Storage Volume (cu. ft.)= 0
Temporary Storage Volume•
Manure Production:
lAnimal ype Caeacity * Sto. Period * (pals/Hd./day) = Total
Nursery 0 180 0.30 0
Finishing 11200 180 1.37 295,920
Farrow to weanling 0 180 4.39 0
Farrow to feeder 0 180 5.30 0
Farrow to finish 0 180 14.38 0
Boars 0 1801 4.06 0
Total Manure Production(gals.)= 295,920
Total Manure Production(cu.ft.)= 391561
Excess Fresh Water:
Animal Tvpe Ca aci * Sto. Period * als Hd./da = Total
Nursery 0 180 0.20 0
Finishing 11200 180 0.90 1941400
Farrow to weanling 0 180 2.90 p
Farrow to feeder 0 180 3.50 0
Farrow to finish 0 180 9.50 0
Boars 0 180 2.70 0
Total Fresh Water Excess (gals.)= 194,400
Total Fresh Water Excess (cu.ft.)= 250989
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28456 [phone]

F
er: ROBERT H. QUINN Designed By: CHB
ss: 191 POPEYE RD. Checked By: JES
MOUNT OLIVE, NC 28365 Date: 06/11/98
: DUPLIN Sheet 4 of 7
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft
Vol.= (44400 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 253900
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'l Drainage Area) * 25Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (44400 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 25Yr.—24Hr. Storm Event (cu.ft)= 271750
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (44400 sq.ft + 0 sq.ft.) * 0.0 in. /12 in./ft.
Total Required Volume for "Heavy Rain' (cu.ft.) = 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
Total Required Storm Storage
(25 Yr. /24 Hr. Storm + "Heavy Rain") = 27,750 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess) = 91,451 (C U.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 162,000 (CU.FT)
TOTAL REQUIRED VOLUME= 281201 (C U.FT.)
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28456 [phone]

Grower: ROBERT H. QUINN Designed By: CHB
Address: 191 POPEYE RD. Checked By: JES
MOUNT OLIVE, NC 28365 Date: 06/11/98
County:' DUPLIN Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation ------------------- 98.40 FT.
Emergency Spillway Crest Elevation------------------- Not Applicable
Top of 25 yr/24 hr Storm Storage ------------------- 97.40 FT.
Top of"Heavy Rain" Storage ------------------- Not Applicable
Start Pump Elevation ------------------- 96.60 FT.
End Pump Elevation ------------------- 93.90 FT.
Top of Sludge Storage ------------------- Not Applicable
Seasonal High Watertable Elev. ------------------- 92.08 FT.
Finished Bottom Elevation ------------------- 87.90 FT.
Inside Top Length ------------------- 240.00 FT.
Inside Top Width ------------------- 185.00 FT.
Side Slopes ------------------- 3:1 H:V
Lagoon Surface Area ------------------- 44,400 SF
Min. Liner Thickness (if required) ------------------- 1.5 FT.
Freeboard Depth ------------------- 1.00 FT
Temporary Storage Period ------------------- 180 Days
TOTAL DESIGN VOLUME = 296740 (CU.FT.)
Zone Depths:
Treatment/ Sludge Storage Zone Depth ----------- 6.0 FT.
Temporary Storage Zone Depth ----------- 2.7 FT.
Freeboard / Storm Storage Zone Depth ----------- 1.8 FT.
Total Lagoon Depth ----------- 10.5 FT.
Murphy Family Farms Engineering P.O. Box 759, Rose H NC 28458 (910J 289-2111

Grower: ROBERT H. QUINN Designed By: CHB
Address: 191 POPEYE RD. Checked By: JES
MOUNT OLIVE, NC 28365 Date: 06/08/98
County: DUPLIN Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV = 98.40
/ \ TOP OF STORM ELEV = 97.40 / 1
1 /
STRT PMP EL.= 96.60 \ TOP OF TEMP STORAGE ELEV = 96.60 /
1 /
END PMP EL. = 93.90 \ TOP OF TREAT ELEV = 93.90 / SHWT = 0.00
1 /
FINISHED BOTTOM ELEV = 87.90
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

F
er: ROBERT H. QUINN Designed By: CHB
ss: 191 POPEYE RD. Checked By: JES
MOUNT OLIVE, NC 28365 Date: 06/08/98
Coun : DUPLIN Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the North Carolina
Natural Resources Conservation Service PRACTICE STANDARD 359— WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
NOTE: See attached Waste Utilization Plan
CAR�I�'''•.
�.o ti •.
DESIGNED: •
SEAL
DATE: � ._ / 98 ,r 3913
COMMENTS: ok
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28456 [phone]

GROWER: ROBERT H. QUINN DESIGNED BY: CHB
ADDRESS: 191 POPEYE RD. CHECKED BY: JES
MOUNT OLIVE, NO 28365 DATE: 06/08/98
COUNTY: DUPLIN SHEET 1 OF 2
Emergency Action Plan
Using this outline as guidance, you should develop a specific emergency action plan for your
waste handling system.. This plan will be implemented in the event that wastes from your
operation are leaking, overflowing, or running off the site. You should NOT wait until wastes
reach surface water 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 available to all
employees at the facility, as accidents, leaks, and breaks could happen at any time. Your
plan should follow this format:
1. Stop the release of wastes. Depending on the situation, this may or may not be
possible. Suggested responses to problems are listed below:
A. Lagoon overflow—possible solutions are:
add soil to berm to temporarily increase elevation of dam—any permanent
alteration of the dam should be approved by a qualified professional engineer
or qualified technical specialist
pump wastes to field at an acceptable rate
stop all additional flow to the lagoon (waters)--hold waste in house if possible
call a pumping contractor
make sure no surface water is entering lagoon
NOTE: The above listed activities should be started when your lagoon level has exceeded
the temporary storage level.
B. Runoff from waste application field—actions include:
immediately stop waste application
create a temporary diversion or berm to contain the waste on the field
incorporate waste to reduce further runoff
C. Leakage from the waste distribution system:
pipes and sprinklers—actions include:
— stop recycle (flushing system) pump
— stop irrigation pump
— close valves to eliminate further discharge
— separate pipes to create an air gap and stop flow
flush system, houses, solids separators—actions include:
— stop recycle (flushing system) pump
— stop irrigation pump
— make sure no siphon effect has been created
— separate pipes to create an air gap and stop flow
D. Leakage from base or sidewall of lagoon. Often these are seepage as opposed-to
flowing leaks—possible action*:
dig a small well or ditch to catch all seepage; put in a submersible
pump, and pump back into lagoon
if holes are caused by burrowing animals, trap or remove animals and
fill holes and compact with a clayey soil
other holes may be likewise temporarily lu ed with clay soil
Murphy Family Farms Engineering A4. Box 759, Rose Hill NC 28456 [phone]

GROWER: ROBERT H. QUINN DESIGNED BY: CHB
ADDRESS: 191 POPEYE RD. CHECKED BY: JES
MOUNT OLIVE, NC 28365 DATE: 06/08/98
COUNTY: DUPLIN SHEET 2 OF 2
*Lagoon problems require the consultation of an individual experienced in the
design and construction of lagoons for permanent repair measures.
2. Assess the extent of the spill and note any obvious damages.
A. Did the waste reach any surface water?
B. Approximately how much was released and for what duration?
C. Any damage noted, such as employee injury, fish kills, or property damage?
3. Contact appropriate agencies.
A. During normal business hours, call your DWQ regional office, at 910-395-3900
after hours, emergency number: 910-733-3942. Your phone call should
include: your name, name and exact location of facility, telephone number,
the details of incident from item 2 above, and the location or direction
of movement of the spill, weather and wind conditions, what corrective
measures have been undertaken, and the seriousness of the situation.
B. If spill leaves, or is likely to leave, property or enters surface waters, call
local emergency management service (EMS) at 910-296-2160.
C. Instruct EMS to contact local Health Department.
D. Contact local Soil and Water Conservation District Natural Resources Conservation
Service office at 910-296-2121. for advice/technical assistance. The
Extension Service can be reached 910-296-2143 for advice/technical assistance.
E. Contact Murphy Family Farms Land and Nutrient Management Department at 910-
289-2111 for advice/technical assistance.
4. Implement procedures as advised by DWQ and technical assistance agencies to rectify
the damage, repair the system, and reassess the waste management plan to keep
problems with release of wastes from happening again.
DUPLIN COUNTY COOPERATIVE EXTENSION SERVICE
PO BOX 458, KENANSVILLE, NC 28349
910—296—2143
DUPLIN COUNTY SOIL AND WATER CONSERVATION DISTRICT
NATURAL RESOURCES CONSERVATION SERVICE
PO BOX 277, KENANSVILLE, NC 28349
910—296—2121
DUPLIN COUNTY EMERGENCY MANAGEMENT SYSTEM
PO BOX 909, KENANSVILLE, NC 28349
910-296-2160
DIVISION OF WATER QUALITY
127 CARDINAL DRIVE EXT
WILMINGTON, NC 28405 — 3845
910-395-3900
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28456 [phone]

GROWER: ROBERT H. QUINN DESIGNED BY: CHB
ADDRESS: 191 POPEYE RD. CHECKED BY: JES
MOUNT OLIVE, NC 28365 DATE: 06/08/98
COUNTY: DUPLIN SHEET 1 OF 3
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
FOUNDATION PREPARATION:
The foundation area of the lagoon embankment and building pad shall be cleared of
trees, logs, stumps, roots, brush, boulders, sod, and rubbish. Satisfactory disposition
will be made of all debris. The topsoil from the lagoon and pad area should be stripped
and stockpiled for use on the dike and pad areas. After stripping, the foundation area
of the lagoon embankment and building pad shall be thoroughly loosened prior to placing
the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT
The completed excavation and earthfill shall conform to the lines, grades, and elevations
shown on the plans. Earthfill material shall be free of material such as sod, roots, frozen
soil, stones over 6 inches in diameter, and other objectionable material. To the extent they
are suitable, excavated material may be used as fill. The fill shall be brought up in
approximately horizontal layers not to exceed 9 inches in thickness when loose and prior
to compaction. Each layer will be compacted by complete coverage with the hauling and
spreading equipment or standard tamping roller or equivalent method. Compaction will
be considered adequate when fill material is observed to consolidate to the point that
settlement is not readily detectable. NOTE THE SPECIAL REQUIREMENTS FOR
PLACEMENT OF LINERS IN THE LINER SECTION OF THIS SPECIFICATION.
The embankment of the lagoon shall be installed using the more impervious materials from
the required excavations. Construction of fill heights shall include 5 percent for settlement.
Dikes over 15 feet in height with an impoundment capacity of 10 acre—feet or more fall
under the jurisdiction of the NC Dam Safety Law and require permitting by the NC Dept. of
Environment and Natural Resources, Land Quality Section. The height is defined
as the difference in elevation from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive erosion and
sedimentation.
LINER:
THE MINIMUM REQUIRED CLAY LINER THICKNESS SHALL BE 1.5 FT.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN INDICATED ON THE
DRAWINGS OR WHEN MATERIAL IS ENCOUNTERED DURING CONSTRUCTION THAT
WILL NOT PROVIDE THE PERMEABILITY LIMITS AS STATED LATER IN THIS SECTION.
SUCH MATERIAL IS CONSIDERED UNSUITABLE WITH RESPECT TO LINING. A TYPICAL
CROSS SECTION OF THE LINER IS INCLUDED IN THE DRAWINGS WHEN LINERS
ARE REQUIRED.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28456 [phone]

F
WER: ROBERT H. QUINN DESIGNED BY: CHB
ESS: 191 POPEYE RD. CHECKED BY: JES
MOUNT OLIVE, NC 28365 DATE: 06/08/'98
TY: DUPLIN SHEET 2 OF 3
When areas of unsuitable material are encountered, they will be overexcavated below
finish grade to the specified depth as measured-perpendicular to the finish grade. The
foundation shall be backfilled as specified to grade with a material approved by the
engineer or his representative.
REFER TO THE DRAWINGS FOR SPECIAL CONSIDERATIONS.
Soil liner material shall come from an approved borrow area. The minimum moisture
content of the liner material shall be optimum moisture content which relates to that
moisture content when the soil is kneaded in the hand it will form a ball which does not
readily separate. Water shall be added to borrow as necessary to insure proper moisture
content during placement of the liner. The moisture content of the liner material shall not
be less than optimum moisture content during placement. The maximum moisture
content relates to the soil material being too wet for efficient use of hauling equipment and
proper compaction. Proper compaction of the liner includes placement in 9 inch lifts and
compacted to at least 95 percent of the Standard Proctor Maximum Dry Density
(ASTM D698) of the liner material. When smooth or hard, the previous lift shall be scarified
and moistened as needed before placement of the next lift.
The single most important factor affecting the overall compacted permeability of a clay
liner, other than the type of clay used for the liner, is the efficient construction processing
of the compacted liner. The sequence of equipment in an established pattern helps
assure uniformity in the entire placement and compaction process. For most clay soils, a
tamping or sheepsfoot roller is the preferred type of compaction equipment.
In accordance with NRCS South National Technical Center (SNTC) Technical Note 716
(revised September 1993) the maximum allowable specific discharge of the liner is
1.0 x 10-5 cm/sec. This specific discharge is dependant on the permeability of the
liner material, the liner thickness, and the hydrostatic pressure on the liner. With the
minimum required liner thickness stated earlier and the maximum liquid depth in the
lagoon, the maximum permeability of the compacted liner is 1.25 x 10-6 cm/sec. Upon
completion of the liner, undisturbed samples will be taken and tested for actual
permeability. Any permeability tests indicating a higher permeability than stated above
will be considered as failing. Failing tests will require recompaction of the liner material
and retesting.
For lagoons being built in soils which do not require clay lining the same permeability
requirements apply as for clay liners and testing of the in—situ material will be conducted.
During the excavation process, soils at the excavated surface are loosened as adjacent
material is being removed. As a result, the permeability of these surface soils is increased:
To insure proper compaction and minimum soil permeability, when lagoon excavation is
complete the inner side slopes and bottom shall be rolled thoroughly prior to testing.
Murphy Family Farms Engineering P.O.Box 759, Rose Mill NC 28456 [phone]

GROWER: ROBERT H. QUINN DESIGNED BY: CHB
ADDRESS: 191 POPEYE RD. CHECKED BY: JES
MOUNT OLIVE, NC 28365 DATE: 06/08/98
COUNTY: DUPLIN SHEET 3 OF 3
The soil liner shall be protected from scour produced by the discharge from waste outlet
pipes. This can be done by using some type of energy dissipator: concrete flumes,
concrete blocks laid tightly together, or using flexible pipe outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant. When these'are
specified, additional constructipn specifications are included with this Construction
Specification or are shown on the drawings.
CUTOFF TRENCH:
A cutoff trench shall be constructed under the embankment area when called for in the
notes on the drawings or as shown on a typical cross section on the drawings. The final
dimensions of the cutoff trench shall be determined by observation of the foundation
materials during construction.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded to the
planned type of vegetation as soon as possible after construction according to the
seeding specifications. Topsoil, if available on site should be placed on areas of the dike
and pad to be seeded. Temporary seeding or mulch shall be used if recommended
e"Ipermanent vegetation is out of season dates for seeding. Permanent vegetation should
lbe established as soon as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS:
An observation trench shall be dug along the perimeter of the lagoon 25 feet outside the
proposed embankment toe to verify that no subsurface drain the lines are present in the
lagoon area. The trench shall be dug to a minimum depth of five feet and shall have a width
adequate to accommodate equipment used for backfill and compaction. Trench side
slopes shall be 1:1 or flatter. Trench backfill shall be compacted as stated in the
EXCAVATION AND EARTHFILL PLACEMENT section of the specification.
When the drains are encountered, the tile will be removed to a minimum of 25 feet beyond
the outside toe of slope of the dike. The the trench shall be backfilled and compacted with
material approved by the engineer or his representative. Tile drains that are not removed
shall be either capped off or rerouted around the lagoon, as directed by the engineer or
his representative.
SAFETY AND HEALTH REQUIREMENTS:
All operations shall be carried out in a safe, skillful, and workmanlike manner. All safety and
health regulations shall be observed and appropriate personal safety and health measures
r14sed at all times during construction.
Murphy Family Farms Engineering P.O. Box 759,Rose Hill NC 28458 [phone]

GROWER: ROBERT H. QUINN DESIGNED BY: CHB
ADDRESS: 191 POPEYE RD. CHECKED BY: JES
MOUNT OLIVE, NC 28365 DATE: 06/08/98
COUNTY: DUPLIN SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment (permanent storage) and 180 days of
temporary storage. The time required for the planned fluid level (permanent and
temporary storage) to be reached may vary due to site conditions, weather, flushing
operations, and the amount of fresh water added to the system.
The designed temporary storage consists of 180 days of temporary storage for:
(1) manure production of animals, (2) excess fresh water storage, (3) rainfall in
excess of evaporation, (4) storage for the 25 year/24 hour storm for the location,
(5) and, if applicable, an additional "heavy rain" storage volume for chronic rainfall
events. Allocation for any additional fresh water usage is also included in the
temporary storage. The volume of waste generated from a given number of animals
will be fairly constant throughout the year, but excess rainfall will vary from year to year.
The 25 year rainfall will not be a factor to consider in an annual pumping cycle, but
this storage volume must always be available.
A staff gauge must be installed in the lagoon that indicates the start pumping and stop
pumping levels. The start pungping level is the maxium liquid level under normal operating
conditions. The stop pumping level is the minimum liquid level under normal
operation to maintain required treatment volume and depth. Pumping can be started
and stopped anywhere between these two elevations for operating convenience as site
conditions permit, such as weather, soils, crop, and equipment in order to apply waste
without runoff or leaching. However, it is recommended that the lagoon be kept
pumped down as much as possible.
Land application of wastewater is recognized as an acceptable method of disposal.
Methods of application include solid set, center pivot, guns, and traveling guns. Care
should be taken when applying waste to prevent damage to crops or runoff to surface
waters.
The following items are to be carried out:
1. It is required that the treatment lagoon be precharged to one—half the treatent volume
or as otherwise specified on the lagoon design drawings before wastes are introduced.
The purpose is to prevent excessive odors during start—up. Precharging reduces the
concentration of the initial waste entering the lagoon thereby reducing odors. Solids should
be covered with effluent at all times. When precharging is complete, flush buildings with
recycled lagoon liquid. Fresh water should not be used for flushing after initial filling.
2. The attached Waste Utilization Plan shall be followed. The plan recommends
sampling and testing of waste before land application.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

F
WER: ROBERT H. QUINN DESIGNED BY: CHB
ESS: 191 POPEYE RD. CHECKED BY: JES
MOUNT OLIVE, NC 28365 DATE: 06/08/98
TY: DUPLIN SHEET 2 OF 2
3. Begin temporary storage pump—out of the lagoon when the fluid level reaches the
elevation 96.60 as marked by the staff gauge. Stop pump—out when the fluid level
reaches elevation 93.90. This temporary storage, less 25 year /24 hour storm,
contains 99423 cubic feet or 743681 gallons.
4. The recommended maximum amount to apply per irrigation is one (1) inch and the
recommended maximum application rate is 0.3 inches per hour. Refer to the waste
utilization plan for further details.
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 or damaged areas and establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around waste utilization
fields adjacent to perennial streams. Waste will not be applied in open ditches.
Do not pump within 200 feet of a residence or within 100 feet of a well. Waste shal I
be applied in a manner such that waste will not reach other property or public
rights—of—way.
9. The Clean Water Act of 1977 prohibits the discharge of pollutants into waters
of the United States. Waste shall not be discharged into surface waters, drainageways,
or wetlands by either discharge or by over—spraying. The Department of Environment,
and Natural Resources, Division of Water Quality, has the responsiblilty for
enforcing this law.
1
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28456 [phone]

F
WER: ROBERT H. QUINN DESIGNED BY: CHB
RESS: 191 POPEYE RD. CHECKED BY: JES
MOUNT OLIVE, NC 28365 DATE: 06/08/98
NTY: DUPLIN SHEET 1 OF 1
SEEDING SPECIFICATIONS
ACREAGE TO BE SEEDED: 1.5 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
90 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
45 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
150 LBS. HULLED COMMON BERMUDA GRASS AT 100 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
15 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
60 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
APPLY THE FOLLOWING:
1500 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
3 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
150 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL
DISTURBED AREAS IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH SMOOTH
SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER OR SIMILAR
DEVICE. APPLY MULCH AND SECURE WITH AN ANCHORING TOOL OR NETTING.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28456 [phone]

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
Liquid Systems
Flush Gutters Accumulation of solids Er Flush system Is designed and operated -
sufTlclently to remove accumulated solids from
,gutters as designed.
2' Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids V 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 SIMaIntain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along watees 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.
R"'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 (Y 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).
O inspect for and remove or break up accumulated . . a.
solids In filter strips around feed storage as
needed.
November 11, 1996, Page t

Source Cause BMPs to Control Insects. Site Speclfic Practices
Animal Holding Areas Accumulations of animal wastes O Eliminate low areas that trap moisture along
and feed wastage fences and other locations where waste
accumulates and disturbance by animals Is
minimal.
O Maintain fence rows and filter strips around
- anima!-holding-areas-to-minimize
_ - __-
accumulations of wastes(i.e.,Inspect for and
remove or break up accumulated solids as
needed).
Dry Manure Handling Accumulations of animal wastes O Remove spillage on a routine basis(e.g.,7- 10
Systems day Interval during summer; 15.30 day Interval
during winter)where manure Is loaded for land
application or disposal.
.O Provide for adequate drainage around manure
stockpiles.
O inspect for and remove or break up accumulated
wastes In filter strips around stockpiles and
manure handling areas as needed.
For more information contact the Cooperative Extension Service, Department of Entomology,Box 7613,North Carolina State University,
Ralelgh, NC,27695.76(3,
W
.• O
A.
A1�. "nvo-mher 11 1996. Paee 2

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Speclflc Practices
Farmstead Swine production Qr Vegetative or wooded buffers;
--G---Reeommended-bcst-managztmrrtpractfccs;— — - -- - —
t/ flood Judgment and common sense
Animal body surfaces • Dirty manure-covered animals 6r Dry floors
Floor surfaces - Wet manure-covered floors W Slotted floors;
Q/Waterers located over slotted floors;
O Feeders at high end of solid floors;
O Scrape manure buildup from floors;'
O Underfloor ventilation for drying
Mandre collection pits • Urine; Frequent manure removal by flush,pit recharge,
• Partial microbial decomposition or scrape;
O Underfloor ventilation '
Ventilation exhaust fans • Volatile gases; iF Fin maintenance;
Dust Efficient air movement
Indoor surfaces Dust Washdown between groups of animals;
O Feed additives,-
0 Feeder covers;
t"Feed delivery downspout extenders to feeder
covers
Flush tanks Agitation of recycled lagoon O Flush tank coven;
liquid while tanks are filling O Extend fill lines to near bottom of tanks with
anti=siphon vents
Flush alleys Agitation during wastewater O Underfloor flush with underfloor ventilation
conveyance
Pit recharge points Agitation of recycled lagoon GYo Extend recharge lines to near bottom of pits
liquid while pits are filling with anti-siphon vents
Lift stations Ag iatlon during sump tank O Sump tank covers
filling and drawdown
Outside drain collection Agitation during wastewater O Box covers
or junction boxes conveyance
I
A. -November 11, 1996, Page 3

Source Cause BMPs to Minimize Odor Site Specific Practices
End of drainpipes at Agitation during wastewater fir Extend discharge point of pipes underneath
lagoon conveyance . lagoon liquid level
Lagoon surfaces Volatile gas emissions; r'Proper lagoon liquid capacity;
• Biological mixing; 2""Corcect lagoon startup procedures;
Agitation -area -ratio; --
P/Minimum agitation when.pumping;
O Mechanical aeration;
O Proven biological additives
irrigation sprinkler • High pressure agitation; . Irrigate on dry days with littlo or no wind;
nozzles • Wind drift O Minimum recommended operating pressure;
2"Pump Intake near lagoon liquid surface;
Cl Pump from second-stage lagoon
Storage tank or basin • Partial microbial decomposition; O Bottom or midlevel loading;
surface . Mixing while filling; O Tank covers; -
• Agitation when emptying O Basin surface mats of solids;
O Proven biological additives or oxidants
Settling basin surface • Partial microbial decomposition; O Extend dralriplpe outlets underneath liquid
• Mixing while filling; level;
• AgitatIon when emptying O Rcmovo settled solids regularly
Manure,slurry or sludge Agitation when spreading; O Soil Injection of slurry/sludges;
spreader outlets Volatile gas emissions O Wash residual manure from spreader alter use;
O Proven biological additives or oxidants
Uncovered manure, Volatile gas emissions while O Soil Injection of slurry/sludges
slurry or sludge on field drying O Soil Incorporation within 48 hrs.;
surfaces
O Spread In thin uniform layers for rapid drying;
O Proven biological additives or oxidants
� •4
Dead animals • Carcass decomposition W Proper disposition of carcasses
Dead animal disposal • Carcass decomposition O Complete covering of carcasses in burial pits;
pits O Proper location/construction ofdisposal pits
Incinerators Incomplete combustion O Secondary stack burners
.-November 11, 1996, Page 4

Source Cause BM.Ps to Minimize-Odor Site Specific Practices
Standing water around • Improper drainage; N76rada and landscape such that water drains
facilities • Microbial decomposition of away from facilities
organic matter
Manure tracked onto Poorly maintained access roads Farm access road maintenance
public roads from farm
access—
Additional Information : Available From
Swine Manure Management; 0200 RuleBMP 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 Flush-Lagoon Treatment; EBAE I29-88 NCSU-BAE
Lagoon Design 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 Assu•:ance Program; NPPC Manual NC Pork Producers Assoc
Options for Managing Odor; a report from the Swine Odor Task Forca NCSU Agri Communications
Nuisance Concerns In Animal Manure Management:Odors and Flies; PRO107, 1995 Conference Proceedings Florida CooperatiyA.Extension
• 4 v •
V
C•November 11, 1996, Page 5

Mortality Management Methods
(check which method(s)are being implemented)
0 Burial three feet beneath the surface of the ground knowledge of the death. The burial must be at least 300 feet from an hoursn 24 flow ter
stream or public body of water. y Ong
Renderingat a rendering d
1��5 nglant licensed u
rn�� �T 5 E under G.S. 1 Q6-168.7
0 Complete incineration D Au 1N A L' C �c�i SyT97xK
0 In the case of dead poultry only, placing in a disposal it of a size and d
approved by the Department of Agriculture. p design
0 Any method which in the professional opinion of the State Veterinarian w
make possible the salvage of part of a dead animal's value without endangerind
human or animal_health. (Written approval of the State Veterie
attached) narian must b
December 18. 1996