310877_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: 31-0877 Certificate Of Coverage Number: AWS310877
2. Facility Name: Sholar Enterprises Inc .
3. Landowner's Name(same as on the Waste Management Plan): Sholar Enterprises Inc
4. Landownees Mailing Address: 1465 Fountaintown Rd
City: Beulaville 2 c�,al� State: NC Zip: 28518
Telephone Number: E-mail: Sholarhg cox.net
5. Facility's Physical Address: 1251 Cypress Creek Rd
City: Wallace State: NC Zip: 28466
6. County where Facility is located: Du lin
7. Farm Manager's Name(if different from Landowner): Michael Gene Sholar
g, Farm Manager's telephone number(include area code): Z1l— 6-1 7.4�
9. Integrator's Name(if there is not an Integrator,write"None"): Murphy-Brown LLC
10. Operator Name(OIC): Michael Gene Sholar Phone No.: / /OIC##:: 990542
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 3,200
Operation Types:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area "Redlinc"
Name Built Unknown) (Cubic Feet) (Square Feet) (inches)
T 3$ 95,832.00 19.50
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(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
S. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g.composting,digesters,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation,
-signature should be by a principal executive officer of the corporation):
Name: `� Title:
Signature: p Date:
trot o1y
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
E-mail:[e-mail]
FORM: RENEWAL-STATE GENERAL 02/2019

Version—November 26,2018
• Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.SA06-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table.Attach burial location map and plan.
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.
a In the case of dead poultry only,placing in a disposal pit of a size and design approved by the
NC Department of Agriculture&Consumer Services(G.S. 106-549.70).
a Any method which, in the professional opinionjof the State Veterinarian,would make possible
the salvage,of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
a _
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.
3 —a1 - i9
Signature of Farm Owner/Manager Date
01 3-al - /9
Signature of loechnical Specialist Date

S �
Nutrient Management Plan For Animal Waste Utilization
05-15-2014
This plan has been prepared for: This plan has been developed by:
Sholar Enterprises31844 Billy W Houston
. Sholar Enterprises Duplin Soil& Water
1465 Fountaintown Rd 165 Agriculture Dr.
Suite B
Beulaville, NC 28518 Kenansville, NC 28349
910-298-4255 910-296-2120
Develo er Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I(we)understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
Signature(owner) Date
Signature(manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture-Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By: —GJL W ljq-
ri7T'"'� S S
Technics Signature Dare
._----------------------------------------------------------------- ----------------------------------------------------------------------------------------
329363 Database Version 4.1 Date Printed: 05-15-2014 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 2,966,400 gals/year by a 3,200
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 5347
Incorporated 6416
Injected 6416
Irrigated 5347
Max. Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs) * Applied Obs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 5,347 8599 -3,252 3,541,983 -575,583
-------------- ----------------- ----- ----------------------- ------------------------------------------------------------------------------------------
Note: In source ID,S means standard source,U means user defined source.
*Max.Available PAN is calculated on the basis of the actual application method(s)identified in the plan for this source.
329363 Database Version 4.1 Date Printed: 05-15-2014 Source Page 1 of 1

Narrative
Acres Used In WUP(34.18Ac.)
Pulls 1-12 are from an irrigation layout by Billy Hall.
Pulls 13-16 are from the original irrigation layout for Olsen Farms completed by Johnny Williams
Registered Land Surveyor.
Pulls One(1)Thru Thirteen(]3)May be Grazed Or Cut For Hay. If Cut For Hay The Correct PAN Rate
Will Be 300lbsN/Ac For Waste Application.
Pulls Fourteen(]4)Thru Sixteen(16)Will Be Planted In A Corn(Silage)And Smallgrain Rotation. The
Smallgrain May Be Either Grazed Or Cut For Hay(Silage). Smallgrain Must Be Removed By March(03)
Fifteen(15)To Allow For Preparation And Planting Of Corn(Silage)Crop. Corn(Silage)Crop Should Be
Planted No Later Than March(03)Thirty First(3 I st).
The Rate For Corn(Silage)Used In This WUP Is Approximately Seventy(70%)Percent Of The
Recommended Rate Based On NCSU Crop Realistic Yield Research Data(See Atach.). A Residual Of
Fifteen(15)Lbs/N/Ac Is Also Being Included For Any Smallgrain Residue That May Be Remaining Prior
To Planting.
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329363 Database Version 4.1 Date Printed: 05-15-2014 Narrative Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition,the Leaching Index for each field is shown,
where available.
Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
72142 PI 3.57 3.57 N/A Foreston Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.0 Tons
72142 P10 2.23 2.23 N/A Foreston Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.0 Tons
72142 Pl 1 3.12 3.12 N/A Foreston Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.0 Tons
72142 P12 3.12 3.12 N/A Foreston Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.0 Tons
72142 P13 1.80 1.80 N/A Foreston Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.0 Tons
72142 P 14 1.10 1.10 N/A Foreston Small Grain Overseed 1.0 Tons
Corn,Silage *16.5 Tons
72142 P15 0.93 0.93 N/A Foreston Small Grain Overseed 1.0 Tons
Corn,Silage *16.5 Tons
72142 P16 1.14 1.14 N/A Foreston Small Grain Overseed 1.0 Tons
Corn,Silage *16.5 Tons
72142 P2 3.30 3.30 N/A Foreston Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.0 Tons
72142 P3 3.26 3.26 N/A Foreston Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.0 Tons
72142 P4 1.88 1.88 N/A Foreston Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.0 Tons
72142 P5 1.20 1.20 N/A Foreston Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.0 Tons
72142 P6 1.70 1.70 N/A Foreston Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.0 Tons
72142 P7 1.53 1.53 N/A Foreston Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.0 Tons
72142 P8 1.57 1.57 N/A Foreston Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.0 Tons
72142 P9 1 2.731 2.73 N/A 1 Foreston Small Grain Overseed 1.0 Tons
329363 Database Version 4.1 Date Printed 5/15/2014
PCs Page 1 of 2
NOTE: Symbol *means user entered data.

II I I I I (Hybrid Bermudagrass Pasture I 6.0 Toni
PLAN TOTALS: 34.18 34.18
LI Potential Leaching Technical Guidance
2 Low potential to contribute to soluble None
nutrient leaching below the root zone.
>_2& Moderate potential to contribute to Nutrient Management(590)should be planned.
<_10 soluble nutrient leaching below the root
zone.
High potential to contribute to soluble Nutrient Management(590)should be planned. Other conservation practices that improve
nutrient leaching below the root zone. the soils available water holding capacity and improve nutrient use efficiency should be
> 10 considered. Examples are Cover Crops(340)to scavenge nutrients,Sod-Based Rotations
(328),Long-Term No-3;l l(778),and edge-of-field practices such as Filter Strips(393)and
Riparian Forest Buffers(391).
329363 Database Version 4.1 Date Printed 5/15/2014
PCS Page 2 of 2
NOTE: Symbol*means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown,their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products,commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table Year 1
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (lbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
72142 PI S7 Foreston 3.57 3.57 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 71.30 0.00
72142 Pl S7 Foreston 3.57 3.57 Hybrid Bermudagrass Pasture 6.0 Tons *3/1-10/31 205 0 0 1 brig. 2051 81.89 0.001 292.33 0.00
72142 PIO S7 Foreston 2.23 2.23 Small Grain Overseed I.0 Tons 10/1-3/31 50 0 0 brig. 50 19.97 0.00 44.54 0.00
72142 PIO S7 Foreston 2.23 2.23 Hybrid Bermudagrass Pasture 6.0 Tons *3/1-10/31 205 0 0 Ittig. 205 81.89 0.00 182.60 0.00
72142 I'll S7 Foreston 3.12 3.12 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 62.31 0.00
72142 PI I S7 Foreston 3.12 3.12 Hybrid Bermudagrass Pasture 6.0 Tons *3/1-10/31 205 0 0 Irrig. 205 81.89 0.00 255.481 0.00
72142 P12 S7 Foreston 3.12 3.12 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 62.31 0.00
72142 P12 S7 Foreston 3.12 3.12 Hybrid Bermudagrass Pasture 6.0 Tons *3/1-10/31 205 0 0 Irrig. 205 81.89 0.00 255.48 0.00
72142 1`13 S7 Foreston 1.80 1.80 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 35.95 0.00
72142 P13 S7 Foreston 1.80 1.80 Hybrid Bermudagrass Pasture 6.0 Tons *3/1-10/31 205 0 0 Irrig. 205 81.89 0.00 147.39 0.00
72142 P14 S7 Foreston 1.10 1.10 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 30.51 0.00
72142 P14 S7 Foreston 1.10 1.10 Com,Silage *16.5 2/15-6/30 *183 0 *15 brig. 168 93.20 0.00 102.52 0.00
72142 P15 S7 Foreston 0.93 0.93 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 25.80 0.00
72142 P15 S7 Foreston 0.93 0.93 Corn,Silage *16.5 2/15-6/30 *183 0 *15 Irrig. 168 93.20 0.00 86.68 0.00
72142 P16 S7 Foreston 1.14 1.14 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 31.62 0.00
72142 P16 S7 Foreston 1.14 I.14 Corn,Silage *16.5 2/15-6/30 *183 0 *15 Irrig. 168 93.20 0.00 106.25 0.00
329363 Database Version 4.1 Date Printed: 5/15/2014 WUT Page 1 of 2

Waste Utiliza.-)Table ar l
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManurcA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (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
72142 P2 S7 Foreston 3.30 3.30 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 65.91 0.00
72142 P2 S7 Foreston 3.30 3.30 Hybrid Bermudagrass Pasture 6.0 Tons *3/1-10/31 205 0 0 Irrig. 205 81.89 0.00 270.221 0.00
72142 P3 S7 Foreston 3.26 3.26 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 65.11 0.00
72142 P3 S7 Foreston 3.26 3.26 Hybrid Bermudagrass Pasture 6.0 Tons *3/1-10/31 205 0 0 Irrig. 205 81.89 0.00 266.95 0.00
72142 P4 S7 Foreston 1.88 1.88 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig, 50 19.97 0.00 37.55 0.00
72142 P4 S7 Foreston 1.88 1.88 Hybrid Bermudagrass Pasture 6.0 Tons *3/1-10/31 205 0 0 brig. 205 81.89 0.00 153.95 0.00
72142 P5 S7 Foreston 1.20 1.20 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.971 0.00 23.97 0.00
72142 P5 S7 Foreston 1.20 1.20 Hybrid Bermudagrass Pasture 6.0 Tons *3/1-10/31 205 0 0 Irrig. 205 81.89 0.00 98.26 0.00
72142 P6 S7 Foreston 1.70 1.70 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 33.95 0.00
72142 P6 S7 Foreston 1.70 1.70 Hybrid Bermudagrass Pasture 6.0 Tons *3/1-10/31 205 0 0 Irrig. 205 81.89 0.00 139.21 0.00
72142 P7 S7 Foreston 1.53 1.53 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 !frig. 50 19.97 0.00 30.56 0.00
72142 P7 S7 Foreston 1.53 1.53 Hybrid Bermudagrass Pasture 6.0 Tons *3/1-10/31 205 0 0 brig. 205 81.89 0.00 125.29 0.00
72142 P8 S7 Foreston 1.57 1.57 Small Grain Overseed 1.0 Tons 10/I-3/31 50 0 0 Irrig. 50 19.97 0.00 31.36 0.00
72142 P8 S7 Foreston 1.57 1.57 Hybrid Bermudagrass Pasture 6.0 Tons *3/1-10/31 205 0 0 brig. 205 81.89 0.00 128.56 0.00
72142 P9 S7 Foreston 2.73 2.73 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 54.52 0.00
72142 P9 i S7 Foreston 2.73 2.73 Hybrid Bermudagrass Pasture F6OTons *3/1-10/31 205 0 0 Irrig, 205 81.89 0.00 223.55 0.00
Total Applied, 1000 gallons 3,541.98
Total Produced, 1000 gallons 21966.40 _.._
Balance, 1000 gallons -575.58
Total Applied,tons : 0.00
Total Produced,tons ; v�l 0.00
Balance,tons v J 0.00
Notes: 1. In the tract column,-symbol means leased,otherwise,owned. 2. Symbol*means user entered data.
329363 Database Version 4.1 Date Printed: 5/15/2014 WUT Page 2 of 2

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
(W*" with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in
runoff. This table provides the maximum application rate per hour that may be applied to each field selected to
receive wastewater. It also lists the maximum application amount that each field may receive in any one application
event.
Irrigation Application Factors
Application Rate Application Amount
Tract Field Soil Series (inches/hour) (inches)
72142 P 1 Foreston 0.50 1.0
72142 P 10 Foreston 0.50 1.0
72142 PH Foreston 0.50 1.0
72142 P 12 Foreston 0.50 1.0
72142 P 13 Foreston 0.50 1.0
72142 P 14 Foreston 0.50 1.0
72142 P 15 Foreston 0.50 1.0
72142 P 16 Foreston 0.50 1.0
72142 P2 Foreston 0.50 1.0
72142 P3 Foreston 0.50 1.0
72142 P4 Foreston 0.50 1.0
72142 P5 Foreston 0.50 1.0
72142 P6 Foreston 0.50 1.0
72142 P7 Foreston 0.50 1.0
72142 P8 Foreston 0.50 1.0
72142 P9 Foreston 0.50 1.0
329363 Database Version 4.1 Date Printed 5/15/2014 IAF Page 1 of 1
NOTE: Symbol*means user entered data.

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source,the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out,this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous,copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally,effluent spray fields should not be
used for sludge application. If this is not possible,care should be taken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes,phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Maximum Maximum Sludge
EHay6
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
150 14.69 35.95 71.89 107.84
Y.E. 300 29.38 17.97 35.95 53.92u 160 15.671 33.70 67.40 101.10
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329363 Database Version 4.1 Date Printed: 05-15-2014 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity,this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Source Name110/
wine Feeder-Finish Lagoon Liquid Desi o Storage Capacity Da s
Start Date1 180
Plan Year Month Available Storage Capacity(Days)
1 1 116
1 2 109
1 3 138
1 4 153
1 5 167
1 6 180
1 7 180
1 8 180
1 9 180
1 10 180
1 11 164
1 12 147
*Available Storage Capacity is calculated as of the end of each month.
--------------------------------- -- -- ------- - -------- - -
329363 Database Version 4.1 Date Printed: 05-15-2014 Capacity Page 1 of 1

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner,who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, NRCS Field
Office Technical Guide Standard 393 -Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste
will be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season p ron e
to flooding (see "Weather and Climate in North Carolina" for guidance).
--- - - ---------- --- ---------- - ----- - --- - -----... .. --------------
329363 Database Version 4.1 Date Printed: 5/15/2014 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
po ndi ng should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1, 1995,
shall not be applied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
----- - ---------------------------
329363 Database Version 4.1 Date Printed: 5/15/2014 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
rl "11 storage volume for waste storage ponds.
------------ -------------------------------- . ------- ----- ------- - ------ - ---------------------------
329363 Database Version 4.1 Date Printed:5/15/2014 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.
----------------------- --------------- ------- ----- - ----- ----- ---- --- - ----
329363 Database Version 4.1 Date Printed: 5/15/2014 Specification Paae 4

Crop Notes
The following crop note applies to field(s): P 1, P 10,P 11,P 12, P 13, P 14, P 15, P 16,P2,P3,P4,P51 P6,
P7,P8,P9
Small Grain: CP,Mineral Soil, low-leachable
In the Coastal Plain,oats and barley should be planted from October 15-October 30;and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5%for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10%when planting no-till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2"deep.Adequate depth control is
essential. Review the NCSU Official Variety"green book"and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions.Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time.The remaining N should be applied during the months of February-March.
The following crop note applies to field(s): P 14, P 15,P 16
Corn Silage- low leaching
The following crop note applies to field(s): P 1, P 10,P 11,P 12, P 13, P2, P3, P4, P5, P6,P7,P8,P9
Bermudagrass CP,Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
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.
-----------------------------------------------------------------------------------------------------------------------------------------------------------------
329363 Database Version 4.1 Date Printed: 05-15-2014 Crop Note Page 1 of 1

093A ; Sholar Ent. Farm
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Nutrient Management in North Carolina http://nutrients.soil.ncsu.edu/yields/index.php#county
Realistic Yield Expectations for North Carolina Soils
The North Carolina Realistic Yield Database is the product of an extensive data gathering and review process conducted by NC State
University,the Natural Resource Conservation Service,the North Carolina Department of Agriculture and Consumer Services,and
the North Carolina Division of Soil and Water Conservation. In 1999,county-based representatives of each of the above-named
organizations were asked to collect yield data and make a reasoned judgement of the yields for various crops on each of the soils
occurring in their county.These data were collected from 87 responses, representing 93 counties.The data were then compared with
available research data and intensively reviewed by a panel of field agronomists,soil scientists and researchers familiar with the
soils, crops and climatic conditions in each region. In reviewing the data,the following assumptions were made:
1. Realistic Yield Expectations should be based on the average of the best 3 years in a 5 year period which could be achieved with
a high level of management(top 20%of growers)
2. For soils that may be mapped in multiple regions or in slightly different landscapes(for example, Flood plains or stream
terraces),the Realistic Yields are based on the most common prevailing conditions for that soil rather than the most ideal site
for agricultural production.
3. For soils that are Somewhat Poorly, Poorly,or Very Poorly Drained, effective artificial drainage MUST be in place to achieve the
yields shown in the RYE tables.
4. For tobacco production in the Piedmont physiographic, Irrigation was assumed to be available, whereas no irrigation was
assumed in the Coastal Plain physiographic region.This is in accordance with numerous surveys which show less than
15%-20%of tobacco in the Coastal Plain is irrigated, while 70 to 80%of tobacco in the Piedmont receives some Irrigation
Citation: North Carolina Nutrient Management Workgroup. 2003. Realistic yields and nitrogen application factors for North Carolina
crops. htto://nutrients.soil.ncsu.edu/vields/ North Carolina State University, North Carolina Department of Agriculture and Consumer
Services, North Carolina Department of Environment and Natural Resources, Natural Resources Conservation Service. Raleigh NC.
To access the database, select a county and at least one crop. Multiple crops may be selected by holding the Ctrl key when selecting
crops. A report will be generated showing a summary of currently available data for the county you selected.
Select Your County ..Uuplin. .�..,,4,,,0.
BnB:Blanton sand,1 to 6 percent slopes
Select Your Soil CrB2:Craven loam,1 to 4 percent slopes,eroded
CtA:Croatan muck,0 to 1 percent slopes
Fok Foreston loamy fine sand,0 to 2 percent slopes
9 Use Representative Slope Typical of the Soil Mapunit
Correct for Slope
p Use my slope o�
Submit Reset
I of 2 5/15/14 2:47 PM

Nutrient Management in North Carolina http://nutrients.soil.ncsu.edu/yields/index.php#county
Realistic Yields for FoA: Foreston loamy fine sand, 0 to 2 percent slopes in
Duplin County
Realistic Estimated Phosphorus
�Nltrogen Nitrogen Removal
Crop Yield Factor Rate (Ibs/acre) (Ibs P2O5/acre)
Barley(Grain) 74 Bushels 1.51 112 28
......................_..........__._.........................._............__..._....._......._..............__._..._....._......__......—.._---.__..__.----._....-----'_.----'
Corn (Grain) 120 Bushels 1.14 137 53
__.........._......_....._......._................—..._........._..._................_........_..................._...
_.._..—_..._.__..__—_..--------__'._
Corn (Silage) 24 Tons 11.1 266 82
_.—.. .._..-._-__.._.._._....__ ......._....._.....—._......—......_................._...._,..............._._...._._......._...................................._.._......___•.___._....------—.....—........
Cotton 800 Pounds 0.089 71 23
--.._........................................._..._...._._.........._.............................._........._......___....__'___.-...................................
—
Sorghum(Silage) 20.5 Tons 7.8 160 62
_......................._.....---__._.............................................................._.....__...---.._....................._.............
Oats(Grain) 94 Bushels 1.17 110 24
—......_......_.....-_..._._._...._.._....._._.._............................._........................................................................................._.._...-__....................................._....
Peanuts 3500 Pounds 0 0 19
...._......._.._..__.....---...._.........__.....-----"—'---...__....—............_......—_._.._._....._.............................................--'---....._....._........—............._..._-
Rye(Grain) 55 Bushels 2.09 115 18
....................................--._.........—__.—.._..____—..__.—....................._.__._._..__.......................................__.....__._.—___—..._....__.._..........._.....—
Small Grain(silage) 9 Tons 11.4 103 49
-------... ....__......_...................._._._....-----.—.._.._—__.._...._—................_...—'-'------.................................._....---"--------..._—..___—....._....__._.
Sorghum (Grain) 55 CWT 1.78 98 41
Soybeans(Double Cropped) 34 Bushels 0 0 27
__.........------......_...................._ __.._....._.--------____ _. ---.........I..........__...
.___----
Soybeans(Full Season) __—.__ __.......__.___....-_40 Bushels .-__ 0�-.-_---__..-0 - _._-. — ,--.____..__._32..._._.._..._-_..—..__..
Soybeans(Double Cropped - Manured) 34 Bushels 3.91 133 27
Soybeans(Full Season - Manured) 40 Bushels 3.91 156 32
..............................._.._._.._.___..__._..__._...__.—..._.....—__.._..__._..................._..-----.._..r_.._.—_...._._
Tobacco(Burley) 0 Pounds 0.06 —_0 0
_...-__........._.........................................__.._._..___.___.._..._..__ _...—._._—...._—..—.—...—....._.................
---'---�_..—__—__-----.___.
Tobacco(Flue Cured) 2900 Pounds 0.029 84 15
---.._.........................
Triticale (Grain) . 77 Bushels
__.......1:53_.._.._....__.__11826�---'-----
_....__..._....._......__..._-._...__......._......._....._.........._..._......._.................._......... ....
Tropical Corn (Silage) 24 Tons
Wheat(Grain) .. .............._. ............_..__—_.__...__._.._..---._.........._.._---._....----
Bahiagrass(Hay) 4,5 Tons 46 207 51
_._.._...._._.._.._........_..._.._................_.........._. ........_...................._..._..._........._.._.._...-------..—......
_._._.._..._......—..__..._..____...._.._—.__—
Caucasion/Old World Bluestem (Hay) 4.8 Toni 46 219 57
----------___ .._._...__.__..........................._.........__.—....__....—.._........_-..—...............--'-"'--'—'—..............
Common Bermudagrass (Hay) 4.5 Tons 46 207 54
—_— --_—__.___.._.._.... .__.—..._.._.._....._....___._....__..___..._....._....__.._.._._._..__._..__..._.._.....................
Dallisgrass(Hay) ....................4.5 Tons-.___._.._ 46.,. .._.,..207_.._._. 59
_......__...------'---------_—._...._.___.................. ......._......_. ...._..__......._.......__...._.....___....__.—..._.—_-__._
Fescue (Hay) ........... ._ _...._...............................4 Tons 46............................... 63
Hybrid Bermudagrass(Hay) 6 Tons 46 276 74
Hybrid Bermudagrass overseeded with Rescuegrass 7.8 Tons 46 357 105
(Hay)
Mixed Cool Season Grass (Hay) 2.8 Tons 46 127 39
—__—' __...__.._..._..---.___.._.__....—..---........._........._.....___........................._..._._...._._---._.....___....._.........._....._.._._.._..—_.._..__.._....._..._...__._........__..._....___--
Orchardgrass(Hay) 2.8 Tons 46 127 40
.....................___._..._.._.._.......__.... ...__---.._.._........_.._..—._._..—_'.._........._..____._.....____._..._.._._._......_..._..._..._....._.__..._..............._....._........
Pearl Millet(Hay) 5 Tons 51 255 67
—' .—...—.—___._......._..................._..._........_......________....�_-...__—..._.__�..__..._...---...---._—...._.._...._._.—__....___....__.....—....._.........
Rescuegrass(Hay) 4 Tons 46 184 45
_— _.____.........__..._......_.__.._.._....._..__..........__.._..___—__..__...._..__... ..__—..._...--__.—.._____..__---__._..__—..._.._.__�...—.._—'__.....
Sorghum Sudan (Hay) 5.8 Tons 51 293 80
__-._.._------....................__...---.._.._........--_................................................................._....._......_.--......_.__.—.__�__....._.___.._..._._.._.__......��_..___...._.._-_.....
Timothy Grass(Hay) 0 Tons 46 0 0
Additional Guidance for speciality crops can be found at: htto://nutrients.soil.ncsu.edu/guidance/
Dr. David Crouse Is responsible for the development and maintenance of the Realistic Yield reporting tool.
2of2
5/I5/142:47 PM

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Notification of Change •
Ani � of Ownership
n�al Waste yZanaaement Fac;iIitti•
(Phase t}'pc or print all information that does not require a sienacure)
In accordance with the requirements of 15A ti•notification to the Division of Water ` CAC _H .0217(a)(1)(H)(xii) this for
Management Facility. This form must uality (DWQ) of the transfer of ownership of an • 1' Official
of ownership. a submitted to DEyI no Iater than 60 days following�h aI waste
Teneral Informnti n: � e transfer
Name of Farm:�: .
Previous Owner(s) Name;W; Facility No: �_`
—�`� Q. Ore.,rae re., Phone No: o
New O:vner(s) Name: �� •,. � . -4i -SFr �7
r `'�' ' • Pho ne No:910 .
yiailina Address: 4 D /yy J G �,.
V t
Farm Location: Fourteen Digit Hydrologic
Latitude and Long' � Unit: O O OC�y p D
Longitude: ,�° � � / �o �, 1)p
Please attach a copy of a county road ma with location County: ,
P anon identified and describe below (Be specific: road
names. directions, milepost. etc.): Ore
Oneration Description:
T•%pe Of Sivine 'Vo. of Anintals
-i Wean to Feeder 7'%Pe of Poulrn' NO.ofAltintals T.pe of Cattle ti'
Q'Feeder to Finish J Layer o.of.-1�:in;cls
-1 Dairy
J Farrow to Wean J Pullets
J Farrow to Feeder
-►Farrow to Finish �
Other Tine of LiLestock: iVtcmGer of Animals:
Acreage Available for Application:
Number of Lam , Required Acrea-e:
� Lagoons/S to �� Ponds .�� T Total Capacity: ,,
�c �icxx�s %�?F�!cicY,cic .;c:cM ;txa�,e ° xscx?cx�ix °C Cu .Y
Otiv bit Feet (ft �
Owner yIa ger A xxxkc�c�cxrcxx
nab greement �xx � � �x�x�xxxx��x�xxx �xxx
I(we) verify that all the above information is correct and will b
I(we) verify
y procedures established at the a e updated upon changing.P I(we) understand the operation and
implement these procedures. I we approved animal waste management plan for the farm named above
storage system or construction of e) know
ities any expansion to the existing and will
d
tIl require a new certification to be submit ed to of a waste treatment and Quality(p�VQ) before the new animals are stocl-ed. I we
the storage or application system to surface waters of the Division waste
Water
) understand that there must be no discharge of animal waste from
event less severe than the 2�-year.� _ the state either direct! throng
-4 hour storm and there must not be run-off from the avpl d tion of yance or horn a stocrn
understand that run-off of pollutants from lounging and beau
developed by the Natural Resources Conservation Service, y use areas must be minimized using tech waltz. I(we)
�' technical standards
local Soil and Water Conservation District. I(eve)know that yea�a°Ved Plan will be tiled at the farm and at the office or the
submitted to the Soil and Water Conservation District prior to i
dification must be approved by a technical specialist and
notification to DtiV P implementation. � change in land ownership requires �v 't
Q Ora new certification(if the approved plan is changed)within 60 days o P q n t_a
Name of New Land Owner : ,Sf�of a,1 f a title transfer.
A er
Signature: 01
Name of;Manager(if different from Owner): ate:
Signature: )
Date:
'lease sign and return this form to:
N. C.Division Of Water Quality i
W*nter Quality Section. Compliance Group
(-0 -- JI•��•3. I'J�Jfi
QS
Raleigh. NC 27b26- ;S j
I

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t aiaa =ate tha ecP?atm a tom to the Divs_aio: al � � -- --;aZ spurt st`"•` '
to aC?`as s C~ tea :•�•a,-'9s s=� o� t�s f Z . _..
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a_Z locaticm: Latitude a d Loa ;tude: ° j' ` AU" r '
S � � �. /1_� � _ � ��--ed) . Also,
Lease &Liam: a Cory CC a eaur.ty road sap W4 Zh Io=tjoa Bert;died. .
re of c;e=at=oc ts�j'e, 3.aye=, da _'_f, etc.) : �"wl y�
es
3X0=� capac_ty (::L-ber o a Ai—a T s) . � " --J
Ve age size of ope=at:c;: (121 rec_Cb Population avg.)
ve.a;a ac=.a;e need for lard app?;cat;oc of waste (ae;es) s 3 _.
ssaa:as:ssaaass:sssa:sari:sstsssssssssssssatsatsaeasssamssss:sssss3sassssssstssasss ""
ec_�Ca? Specialist
s a tac :ical s;;ec=a ;s` des=qnatec by. the Norte Ca.:ol. -A Soil a:d Rate=
arse;ration Cor,. jssiOPL pU_SU r to ISM. NCAC 6? .0005, Ice:t?fy that the new or
xpa:Cam: a:Lya; vas:.e =a..•:aseMe r systes: as i.*�staZle? for t e La.= rta.ec above
as a: a.:ir a? �.as to ,=.perL p ly. t!a- cee zs the des ign o co::s t=,4cC+oa,
re=acior, z-c =2=.;tern..:ee sta.�tca��s a_c: speciLications o� the i7i�ris4or_ of
=v==ors =t=Z I``-a-=zy=^.•e-^.t and the IISD:,.-So;l Corse;.rdtior. Se=,rice a.^C/or t:.e
Za Soi.? 'irld Water Cc-sa=-raticn Cc= ss:.ca pc;rsua=t to ISA NCAC 29.0217 a.^d
:A NCAC 6 .000i-.0005. The L-ollcwIng elements are- their co:res;:cr. ?ag tr>�- ; t�
==�`e=i.'--► -:.��as`ver=�iec by me or other designated technical speciaiists and
:a t P iieable: miai i� se:a=ati �:fer er r
=A ?z.-: as arp ocs (bu s) , 1_n__s o_
valea. for lageer:s or waste storage perds; waste storage capacity; ade(zuate
and accr.:t o: c= caste ut+?:za=iz: (0 use e: t ;:d pa=y) ; access
CW_.ers:-_:p of pope: waste appiicatien equipment; schedule for tip%g of _
;Z?,cacions; a-P?=cat; -I. Za =s• rates;load�_g ac cort_ _ o R t*he es.._a--e .
cci?uta..:cs f=o,:t s:o—:.zte= r•.:.Zo.: events less severe t:.z.'z t e 25-yea=, 24-beer
- f :'ac=:=ca; Srec=a?•+s= l?lsasa o-sue•. VIA!Sv
=ess (:: ' S ' P::ore No. O f ` Q goo v ,
g::at::=�.` Data• [�'! / f._
=ssazsssa.�•r.ss s� ssss s ssssssssssssssssssssssssasssasassssatsaaesstsssas
+•_B �� eat
(we) u.^de-s t he operation and =a.mt r,& ce► prccedur es es tabs a— in t' e
;crcvzd a-ML=al waste- ravage-e_^_t pla.: for t a !a-= ra=ed, above and will L=pie_2e_nt :
hese prvicedur es. I (we) lezow- that a.^.y add;tiomal expz=s inn to the ex ist:.ng
es:s capacity of the waste t=ea ent a.:c� sto:age syste= or eorst=Uctioa of new
z==1i===s w=-? - :i=e a r_ec.r ce�ifica:ior. to he s�::�aittec to fire Division of
•ri=cr=emtal Mar-aga^e_:t be-o:a t::e new a.- -.ais are s tccke. I (we) also
::de=sta_:d that t e;a =.;:st be ro cs:sc.^.a.:ya of a.���a? waste L=ccz th=s system to
�rface wa;e=s of the state eiL e= through a =am.-oade cc veya_^ce c=
•:.-:off f_c: a sto= eve%= less severe t as the 2S-year, 24-hoer stow. The
??=oved plane eels be f1d.11-c at the fa_-r and at the office of the local Sail a:d
ate; COnse; m-;_;om Dis`=ie=. .
a=• of (P?ease, P=;-t) : ( ? Qom nJ. 'Jag
at•:a: Data 9S�--
a=a a 'r._xS� ' c:dj_e=ems= f=c= oumme; (ai ease print) :
Dames
sue.: A c z:ga. ;z lam oc.-e.-s;;p re<rui=es motif=cat=on or a teu es==;¢icatioc
t.':e a:;rzved pia% is eh a ged) to be si�-vetted to the DzVlsioc of ..
N.a.-asece_:t v. t:� 60 Crays co a title t=a_-:s
•

BC OLSEN - GROWER #273
4 (800) FINISHING HOUSES
STATE ROAD #1828 - DUPLIN COUNTY
ter'' <•im
.w .' 11 s
lm �
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ern
un
1Z C> �+
• � i 1i�'.. LL
L]L .YI IbeF J `f _
c.vw
G..a
/n
DIRECTIONS : FROM CHINQUAPIN, TAKE HIGHWAY 50 SOUTH TOWARD
CYPRESS CREEK. CONTINUE STRAIGHT ONTO STATE ROUTE #1828 WHEN
HIGHWAY 50 BEARS RIGHT. AFTER APPROXIMATELY 5 MILES FARM WILL BE
ON LEFT, JUST BEFORE CYPRESS CREEK.
MAILING ADDRESS: SHIPPING ADDRESS:
BUCK & CHRIS OLSEN BUCK & CHRIS OLSEN
2659 S . NC 41 STATE ROUTE 41828
CHINQUAPIN, NC 28462 CHINQUAPIN, NC 28521
HOME: (910) 285-7730
WORK: (910) 285-2768
BROWN'S OF CAROLINA,INC.
303 EAST COLLEGE STREET • F.O.BOX487 • WARSAW.N.C.28398-0487 • OFFICE: [phone] • FAX:[phone]

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�., P. O. Box 277
f''`► } united states soil Kenansville, NC 28349
Department of Conservation
Agriculture Service Telephone [phone]
Ck
Dear MPS. &/s eN
Enclosed is your copy of a wetland determination for tract on which you indicated
Your intent to clear some land. The attached map has been delineated to show-the area(s) in
question. Each area to be cleared has been identified with a symbol to denote its classification.
Below is an explanation of the various symbols that may pertain to your map.
W - Wetland - Area is a wetland and should not be cleared for any reason if you
tivisl to remain eligible for USDA programs, receive SCS technical assistance, or avoid
violating US Army Corp of Engineers' and Division of Environmental Management
(DEN) regulations. Any exceptions to this statement should be in writing from the Soil
Conservation Service prior to clearing land.
NNV- Non wetland - Area is non wetland and can be cleared and utilized without
violating Farm Bill. This determination of non wetland is only for Farm Bill purposes.
You may still need US Army Corp of Engineers and Division of Environmental
Management determinations before clearing. The Soil Conservation Service does not
have the authority to make wetland determinations for these other two agencies.
NW- Non wetland - Area has hydric soils but for Farm Bill purposes only, area is
non wetland due to hydrology modification prior to 12/23/85. You still need to check
with the US Army Corp of Engineers or the NC DEM to determine if additional permits
are necessary prior to clearing.
CW - Converted Wetland after 11/28/90 - Area was cleared after 11/28/90 and is
a converted wetland. Clearing constitutes a violation of the 1990 Farm Bill. In order to
regain eligibility for USDA programs, area must be restored. Consult with the SCS
about an approved restoration plan before beginning any restoration.
If you need to clear the delineated wetlands for roads, buildings, hog lagoons or similar
activities, you can request a converted wetland for non agricultural use (CWNA) exemption.
If granted, this'exemption would be for Farm Bill purposes only; therefore, you would still
need to contact the Army Corp of Engineers and the Division of Environmental Management.
To request a CWNA exemption, you should complete a request form at the SCS office. It will
take approximately 40 days to get this exemption approved once you give this office the
request. Do not start any clearing of wetland prior to receiving written notification from
this office that your CWNA request has been approved. Also you should not start clearing
until you have received approval from the Army Corp and DEM. All three permits must be
received and approved prior to clearing any wetlands.
I have tried to make this determination as fairly as possible. However if you believe this
determination is incorrect, you have the right to appeal. To appeal send me a brief letter
explaining why you believe this determination is incorrect. Send the letter to the address on
the letterhead. This letter should be received within 15 days of your receipt
. ., l pclo, f.�thris letter.
E �r�p� �+"+1P1l0L 4J .p4,in r
ta.y��aw c�:t0..n � !ck1tS�¢Qw•�, (UJp.I_s� 4-du.n 11 Sincerel Li
o-,, bow, W1 r, �y+ -Fi%r �p "'^ l� sThe Sod Conservatton Service l,
O rL
is an agency of the r p k b
Department of Agriculture O cr .,k�QeJ 100 Michael E. Sugg ay
V-. n r . It . 1 ,.--.t.. n r' District Conservationist

-CPA-026 1. Name and Address of Perso 2 Date of Request
{June 91) ,' 04'
/
VV1 0 5'
)g
.,AND WETLAND /�` 3. my
TERMINATION
,erson Requesting Determination IS. Farm No.a ro T ct N
7yz-
SECTION I.HIGHLY ERODIBLE LAND
.bv available for making a highly erodible land del rmination? FIELD NO.(s) TOTAL ACRES
.ay erodible soil m Yes6 .
map units on this farm? Yes No❑ - �� X,-,��.•��.
No❑
erodible fields that,according to ASCS records,were used to produce an agricultural commodity in any Y '..V�' .4
during -1985.
4 highly erodible fields that have been or will be converted for the production of Purpose In an
u 9 a ricultur
.xording to ASCS records,were not used for this P al commodities and,
enrolled in a USDA set-aside or diversion program. y crap year during 1981.1985;and were not
. This Hi hl Ercdible Land determination was com !sled in the: Offic
Field❑ ,�.' �` ;A''•�:: •;.c �..-..•..�-...
SECTION II-WETLAND
. Are there h dric soils on this farm? Yes FIELD NO.(s) TOTAL ACRES
'01el'ards No❑
(Z►V),including abandoned wetlands,or Farmed Wetlands(FW)or Farmed Wetlands Pasture(FWP).
Wetlands may be farmed under natural conditions. Farmed Wetlands and Farmed
were rior to D Wetlands Pasture may
fanned and maintained in the same manner as they L'�� U�- •
abandoned. P December 23,1985,as long as they are no
t
Prior Converted Cropland(PC). Wetlands that were converted prior to December 23,1985. Th /3'0
drainage,and alteration of prior converted cropland(PC)are not subject to the wetland conservation provisions e use,management.
the area reverts to wetland as a result of abandonment. P o rsrons unless
Artificial Wetlands(AW). Artificial wetlands includes irrigation-induced wetlands. These wetlands are n
to the wetland conservation provisions. of subject
Minimal Effect Wetlands(MW). These wetlands are to be farmed according to the minimal-effect
at the time the minimal-effect determination was made.at signed
Ion Wetlands(MIW), Wetlands on which a person is actively mitigating a frequentl cropped T"ed between December 23,1985 and November 28,1990. y PP area or a wetland
Restoration with Violation(RVWyear). A restored wetland that was In violation as a result of cony r
November 28,1990,or the planting of an agricultural commodity or forage crop. a stun after
Restoration without Violation(RSW). A restored wetland converted between December 23,198
November 28,1990,on which an agricultural commodity has not been planted. 5 and
leplacement Wetlands(RPW). Wetlands which are converted for purposes other than to in r
there the wetland values are being replaced at a second site. cease production,
300d Faith Wetlands(GFW+year). Wetlands on which ASCS has determined a violation
vetland has been restored. to be in good faith and the
:onverted Wetlands(CW). Wetlands converted after December 23,1985 and prior to Nov
aar that an agricultural commodity is planted on these Converted Wetlands,you will be ineligible for f•
November 28,1990. In any
:cnverted Welland(CW+year). Wetlands converted after November 28,1990. You will begineligible USDA benefits
rogram benefits until this wetland is restored. for USDA
7onverted Wetland Non-Agricultural use(CWNA). Wetlands that are converted for trees,fish roduc i
anberdes,vineyards or building and road construction. P ton,shrubs,
onverted Wetland Technical Error(CWTE). Wetlands that were converted as a result of incorrect determination
ie planned alteration measures on wetlands in fields
ith FSA.
ie planned alteration measures on wetlands in fields are considered maintenance and are in compliance
stalled will cause the area to become a Converted Wetland C
to wetland determination was completed in the office ( W)' See item 22 for information on CW 01+ ear.are not considered to be maintenance and if
:marks. field and was delivered
❑ mails to the person on
' It the shove determination is correct nd adequate jot use in deternrinin
,or USDA program benej .and that Overland hydr e g 30. 1 ature CS Di Ct Cons
oplrytir vegetation under normal circumstances exist on all areas outlinedil as and •onist 31 t@
ands Fanned Wetlands and Farmed Wetlands Pasture. a,, Y 4'
nos srrd programof the Soil Conservation Bawls*&valleb/e withou
t regard to nee,religion,color,sex,ego, or hand!
Person Copy

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)erator:BC Olsen County: Duplin Date: 01/09/95
;stance to nearest residence (other than owner) : >1500 feet
AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. — 0 lbs
3200 head (finishing only) x 135 lbs. — 432000 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
head (wean to feeder) x 30 lbs. — 0 lbs
Describe other : 0
Total Average Live Weight = 432000 lbs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 432000 lbs. ALW x Treatment Volume(CF) /lb. ALW
Treatment Volume(CF) /lb. ALW = 1 CF/lb. ALW
Volume = 432000 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet Owner / 'e tres s('"111
TOTAL DESIGNED VOLUME
Inside top length (feet) --------------------- 430. 0
Inside top width (feet) ---------------------- 220. 0
Top of dike elevation (feet) ----------------- 54 . 9
Bottom of lagoon elevation (feet) ------------ 44 . 9
Freeboard (feet) ----------------------------- 1. 0
• rr
Side slopes (inside lagoon) ------------------ 3 . 0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3 .0 3 .0 3 . 0 424 . 0 214 . 0 9 . 0
AREA OF TOP
LENGTH * WIDTH =
424.0 214 . 0 90736 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
370.0 160.0 59200 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
397.0 187.0 296956 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM) * DEPTH/6
90736. 0 296956. 0 59200. 0 1. 5

I
TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
430. 0 220. 0 94600. 0 square feet
Buildings (roof and lot water)
0. 0 square feet Describe this area.
TOTAL DA 94600. 0 square feet
Design temporary storage period to be 180 days.
A. Volume of waste produced
Feces & urine production in gal. /day per 135 lb. ALW 1.37
Volume = 432000 lbs. ALW/135 lbs. ALW * 1. 37 gal/day 180 days
Volume = 789120 gals. or 105497. 3 cubic feet
B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0. 0 gallons/day * 180 days storage/7 .48 gallons
per CF
Volume = 0. 0 cubic feet
C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall — 7. 0 inches

Volume = .0 in * DA / 12 inches per .00t
Volume = 55183 .3 cubic feet
). Volume of 25 year - 24 hour storm
Volume = 7 . 5 inches / 12 inches per foot * DA
Volume = 59125 . 0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 105497 cubic feet
5B• 0 cubic feet
5C. 55183 cubic feet
5D. 59125 cubic feet
TOTAL 219806 cubic feet
SUMMARY
Temporary storage period====-- === ====__=_
_> 180 days Rainfall in excess of evaporation===========> 7vf
nches 11�,,f II
25 year - 24 hour rainfall==================> 7nches oo
Freeboard=--=====---=-----=========--=---==-
-> eet
Y,
Side slopes====--====----=--=---=----=---===> 3 . 0 1
Inside top length===========================> 433 .0 feet
Inside top width============================> 430.0 feet
Top of dike elevation=====================_=> 20.0
Bottom of lagoon elevation=============___==> 54 .9 feet
4.9 et
Total required volume=======================> 651806 fe ft.
Actual design volume=======_======------====> 670338 cu. ft. *
Seasonal high watertable elevation (SHWT)===> 50. 5 feet
Stop pumping elev.--
Must be > or = to �^^-_-==^=-_________-> 51. 2 feet
the SHWT elev.= == ====> 50.5 feet
Must be > or = to min. req. treatment el.=> 50.9 feet
Required minimum treatment volume===========> 432000 cu. ft.
Volume at stop pumping elevation============> 439068 cu. ft.

r (=->
Start pumping��_�ev.=-= �_ ______________ 53.2 f eet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 611213 cu. ft.
Volume at start pumping elevation===========> 607757 cu. ft.
Required volume to be pumped=====---===-====> 160681 cu. ft.
Actual volume planned to be pumped==========> 168689 cu. ft.
Min. thickne of soil liner when required==> 1.5 feet
DESIGNED BY: APPROVED BY:
CAROZ
•��:,'`:��':��r�,,,��,
DATE• DATE• 9kA
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN 16415
o'✓ : tt p : a
�• �s��`v`1 i 1�`��°os�4�g
COMMENTS: •�. G'. •.:. ��
`'t, 1'►

r'
SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
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 storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to 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 maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe (s) from
building(s) . If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
unoff or leaching .
Land application of waste water is recognized as an acceptable
method of disposal . Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops .
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors . Solids should be
covered with effluent at all times. 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. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3 . Begin temporary storage. .pump-out of the lagoon when fluid level
reaches the elevation 53 . 2 as marked by permanent marker. Stop pump-
out when the fluid level reaches elevation 51 . 2 . This temporary
storage, less 25 yr- 24 hr storm, contains 160622 cubic feet or
201455 gallons .

I �
SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inch 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 areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8 . 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 shall be applied in a
manner not to reach other property and public right-of-ways .
(I'll,9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.
r

S
SHEET 1 OF 2
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 materials can 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 other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
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 and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC"
Dam Safety Law. 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 THICKNESS SHALL BE 1 . 5 ft.
------ -------------------------------------------------
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When .areas of unsuitable material are encountered, they will be over-
excavated 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 SCS approved material ( ie - CL,SC,CH) .
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

--------------- -----------
When tale drains are encountered, the tile will be removed to a minimum
feet beyond the outside toe of slope of the dike• ialestileas
of 10 Y good matey
trench shall be backfilled and compacted with
SC, CL, or CH.

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SOILS INVESTIGATION
Grower Farm
o p eration -
�OD i�rc,S state Road #
Date /d- 7— ¢ County Aeo4leoo-
Distance to nearest residence: �S 4
Distance to closest swine producer:
Depth 1 2 3 4 5 6 7
(ft)
0-1 M ,S y,.• �y',..'
1-2 5 a.
2-3 t, S�,c wk S a� s
3-4 Sa- -t- <S� IV A,5-6 SAr Gv sic. �� A.•
6-7 5a- Sa`-' P...-
7-8 Jx Sti ti A, 11
8-9 50-G Sii Gay �6.-c
9-10 s6 C, 5A-(- t �
10-+
* Seasonal High Water Table
Borings made by: �Cet.L
Signature & Title: za�/

TYPICAL X-SECTION TBM ELEV. 50.00'
NAIL IN: r �a s'
SEE NOTE 3
�Q SEE NOTE 2
S3, 2
w
EXC = I g.Z S9 CY
FILL - PAD looms° CY "' CORE TRENCH
DIKF,- 9' Cy , SEE SOIL SHEET
¢� 9 FOR DEPTH
+ 10% SITE CONDITION NOTES
—1 NOTES:
TOTAL: % d U CY 1) ALL WEAK MATERIAL TO BE OVERCUT
AND BACKFILLED AND COMPACTED.
THICKNESS OF LINER DEPENDS ON OVERALL,
�� DEPTH. LINER FOR THIS LAGOON TO BE
COMPUTATIONS BY � 2) DIKE BEHIND ©LDGS TO BE MIN. 0-5-
le lji� s HIGHER THAN OTHER PLANNED lal ELEV..
3) WALK AND LOADING A .. DE N., 7 1 R ABOVE LOW
END PADS. BUILD 6' � CONTIN., 7' FROM REAR OF ©LDGS;
FILL TO 01-DGS DEFO jUIP MOVES OUT (WORK TO 0E

a�■ao� oCu'�u,�,, i�
6��� tl•�gqjj■j� ��i ®®
C® , ,
- w
M
0
■s1■■W■■A��>•iW■®/�■Hl•1■■■>•>vQQ■t��■■■S�/■/i■■■■/Jv
W/■■■■■■■0 us■■■■L■®■��®Q�iR1t■AA/�iiA

EMERGENCY ACTION PLAN
PHONE NUMBERS
('DIVISION OF WATER QUALITY DWQ 910 395-30
EMERGENCY MANAGEMNET SERVICE ( )S EM 910) 216
29 - 9
SOIL AND WATER CONSERVATION DISTRICT (SWCD 910)296-2120
0
NATURAL RESOURCES CONSERVATION SERVICE NR (CS 910296-
COOPERATIVE EXTERSION SERVICE E ( ) [phone]
(C S) ( ) 2143
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters
or leave you property to consider that you have a problem. You should. make every
effort to ensure that this does not happen. This plan should be posted in an accessible
location for all employees at the facility. The following are some action items you should
take.
1 . Stop the release of wastes. Depending on the situation, this may ore may not be
possible. Suggested responses to some possible problems are listed belwo.
A. Lagoon overflow-possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field-actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that cause the runoff.
e. Evaluate the application rates for the fields.where runoff occurred.
C. Leakage from the waste pipes and sprinklers-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed
to flowing leaks-possible action:
a. Dig a small sump or ditch from the embankment to catch all
seepage, put in a submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.
1

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate'agencies.
a. During normal business hours call your DWQ regional office; Phone - -. After
hours, emergency number: 919-733-3942. Your phone call should include: your
name, facility number, telephone number, the details of the incident from item 2
above, the exact location of the facility, the location or direction of movement of
the spill, weather and wind conditions. The corrective measures that have been
under taken, and the seriousness of the sitution.
b. If spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Helath Department.
d. Contact CEs, phone number - , local SWCD office phone number - -, and local
MRCS office for advice/technical assistance phone number - -.
4. If none of the above works call 911 or the Sheriff's Department and explain you
problem to them and ask the person to contact the proper agencies for you.
Contact the contractor of your choice to begin repair or problem to minimize off-
site damage.
a. Contractors Name: e ;
b. Contractors Address: ;,� G AROIu
c. Contractors Phone:
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name: N�2cs
. b. Phone: 9!0','3. 2-�,��
7. Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste managment plan to
keep problems with release of wastes from happening again.
2

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
.ce Cause - BMP's to Minimize Odor
Site Specific Practices
=armstead Swine production ( egetative or wooded buffers;
(commended best management
practices;
PtIG"ood judgment and common sense
knimal body surfaces Dirty manure-covered animals (floors
-loor surfaces War manure-covered floors ( otted floors;
(44Ta'-terers located over slotted floors;
() Feeders at high and of solid floors;
cr a manure buildup from floors;
( nderfloor ventilation for drying
vlanure collection pits Urine ( requent manure removal by flush,pit
rech rge,or scrape
Parital micorbial decomposition ( nderfloor ventilation
01
✓entilation exhaust fans Volatile gases; ( an maintenance;
Dust () icient air movement
ndoor surfaces Dust K��down between groups of animals
{) Feed additives;
() Feeder covers;
{) Feed delivery downspout extenders to
feeder covers
=' anks Agitation of recycled lagoon () Flush tank covers
liquid whiles tanks are filling (} Extend fill lines to near bottom of
tanks with anti-siphon vents
-lush alleys Agitation during wastewater (,LLIrrBerfloor flush with underfloor
conveyanance ventilation
'it recharge points Agitation of recycled lagoon {) Extend rechard lines to near bottom of
liquid while pits are filling pits with anti-siphon vents
.ift stations Agitation during sump tank filling () Sump tank covers
and drawdown
Dutside drain collection Agitation during wastewater (} Box covers
)r junction boxes conveyance
:nd of drainpipes at lagoon Agitation during wastewater () Extend discharge point of pipes
underneath lagoon liquid level
.agoon surfaces Volatile gas emissions ( Prcer lagoon liquid capacity
Biological mixing tZin�7taclrn
lagoon startup procedures
Agitation ( u surface area-to-volume ratio
{ inimum agitation when pumping
() Mechanical aeration
() Proven biological additives
rrigation sprinkler nozzles High pressure agitation frrigate on dry days with little or no wind
Wind draft (' _._ imum recommended operation pressure
(-4 ump intake near lagoon liquid surface
() Pump from second-stage lagoon
4M%X--November 11, 1996

:ank or basin Partial microbial decomposition ()Bottom or midlevel loading
Mixing while filling ()Tank covers
Agitation when emptying () Basin surface mats of solids -
() Proven biological additives or oxidants
tiling basin surface Partial micobial decomposition () Extend drainpipe outlets underneath liquid
Mixing while filling level
Agitation when emptying ()Remove settled solids regularly
inure, slurry or sludge Agitation when spreading ( oil injection of slurry/sludges
•eader outlets Volatile gas emissions (J-41ash residual manure from spreader after use
() Proven biological additives or oxidants
covered manure, slurry Volatile gas emissions while drying ( oil infection of slurry/sludges
sludge on field surfaces
(ySr�oil incorporation within 48 hours
()'Spread in thin uniform layers for rapid drying
() Proven biological additives or oxidants
ad animals Carcass decomposition ( roper disposition of carcasses
ad animal disposal Carcass decomposition ()Complete covering of carcasses in burial pits
' () Proper location/construction of disposal pits
inerators Incomplete combustion ()Secondary stack burners
coding water around Improper drainage ( rade and landscape such that water drains
ilities Microbial decomposition of away from facilities
organic matter
'(%P�acked onto public Poorly maintained access roads arm access road maintenance
,m farm access
iitional Information: Available From:
ine Manure Management;0200 Rule/BMP Packet NCSU-County Extension Center
ine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet NCSU-BAE
ine Production Facility Manure Management: Pit Recharge--Lagoon Treatment; EBAE 128-88 NCSU-BAE
ine Production Facility Manure Management: Underfloor Fluse--Lagoon Treatment; EBAE 129-88 NCSU-BAE
oon Desig and Management for Livestock Manure Treatment and Storage; EBAE 103-83 NCSU-BAE
bration of Manure and Wastewater Application Equipment; EBAE Fact Sheet NCSU-BAE
strolling Odors from Swine Buildings; PIH-33 NCSU-Swine Extension
ironmental Assuranc Program: NPPC Manual NC Pork Produces Assoc
ions for Managing Odor; a report from the Swine Odor Task Force NCSU Agri Communications
sance Concerns in Animal Manure Management: Odors and Flies; PR0107, 1995 Conference Proceedings Florida Cooperative Extension

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids ( lush system is designed and operated
sufficiently to remove accumulated
soilds from gutters as designed.
(move bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids ( aintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30%of surface.
Excessive Vegetative Decaying vegetation aintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage () Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the accumulation
of decaying wastage.
() Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulations of feed residues () Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
() Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Areas Accumulations of animal wastes { ) Eliminate low area that trap moisture along fences
and feed wastage and other locations where waste accumulates and
and disturbance by animals is minimal.
() Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e.inspect for and remove or break up accumulated
solids as needed).
A►-4--November 11, 1996

re Handling Accumulations of animal wastes {) Remove spillage on a routine basis (e.g.7-10 day
interval during summer; 15-30 days interval during
winter) where manure is loaded for land application
or disposal.
{) Provide for adequate drainage around manure stockpiles.
{) Inspect for and remove or break up accumulated wastes
in filter stripes around stockpiles and manure handling
areas as needed.
rr

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

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

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this,to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an inflow problem from a surface water diversion or there may be seepage into the
lagoon from the surrounding land.
Lagoon Operation
Startup:
l. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before
waste loading begins, taking care to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the
end of the pipe to discharge near the bottom of the lagoon during initial
filling or another means of slowing the incoming water to avoid erosion of
the lining.
4. When possible, begin loading new lagoons in the spring to maximize
bacterial establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon
liquid volume. This seeding should occour at least two weeks prior to the
addition of wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below
7.0, add agricultural lime at the rate of 1 pound per 1000 cubic feet of
lagoon liquid volume until the pH rises above 7.0. Optimum lagoon liquid
pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate
biological activity. Consultation with a technical specialist is recommended
if these conditions occur for prolonged periods, especially during the warm
season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily are
optimum for treatment. Pit recharge systems, in which one or more buildings are drained
and recharged each day, also work well.

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

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

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

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

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