310588_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality F&CFjVo1Nr,1*Ui0WR
Division of Water Resources
APR 0 9 2019
Animal Waste Management Systems
Request for Certification of Coverage w8wo"1v
Facility Currently covered by an Expiring Sate Non-Discharge General"WR"10
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: 31-0588 Certificate Of Coverage Number: AWS310588
2. Facility Name: Dekalb Wells Farm
3. Landowner's Name(same as on the Waste Management Plan): Wells&Son's Inc
4. Landowner's Mailing Address: 213 Tom Herring Rd
City: Rose Hill State: NC Zip: 28458-8743
Telephone Number: 910-289-4496 Ext. E-mail:
5. Facility's Physical Address: 213 Tom Herring Rd
City: Rose Hill State: NC Zip: 28458
6. County where Facility is located: Duplin
7. Farm Manager's Name(if different from Landowner):
g, Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write"None"): Prestage Farms Inc
10. Operator Name(OIC): Dekalb M.Wells Phone No.: 910-289-4496 OIC#: 16759
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-Farrow to Feeder 624
Swine-Feeder to Finish 5,145
Operation Types:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name Built Unknown) (Cubic Feet) (Square Feet) (Inches)
FIN 05^2, 143,748.00 19.50
SOW —7 r 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
£ The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g.composting,digesters,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]
APR 0 9 2019
Wawrauanw
PAgional Operations Sectrion

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement,
representation, or certification in,any application may be jsubject 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: D 'f /<-.7! /'2 /,lam Gf //S Title: p`1`C5 8.
Signature: 41 _ Date: 3 -oZ t'tl
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

p¢SWFa
ROY COOPER
Governor
MICHAEL S.REGAN '. �-
LINDA CULPEPPER NORTH CAROLINA
Director Environmental Quality
February 27,2019
Wells&Sons Inc
Dekalb Wells Farm
213 Tom Herring Rd
Rose Hill,NC 28458-8743
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non-Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non-Discharge General Permits are available
at hUs://deg.nc.uov/about/divisions/water-resources/water-quality-repional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
In order to assur"our continued coverage under the State_Non-Discharge General Permits- you must submit an application for
permit coverage to the Division. Enclosed you will find a "Request for Certificate of Coverage Facilit} Currently Covered by an
Expiring State Non-Discharge General Permit." The application form must be completed. signed and returned by April 3, 2019,
Please note that you must include one [11 copy of the Certified Animal Waste Management Plan ICAWMPI with the
completed and signed application form. A list of items included in the CAWMP can be found on page 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to$25,000 per day.
If you have any questions about the State Non-Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
Jon Risgaard,Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc(w/o enclosures): Wilmington Regional Office,Water Quality Regional Operations Section
Duplin County Soil and Water Conservation District
AFOG Section Central Files-AWS310588
Prestave Farms Inc
North Carolina Department of Environmental Quality 1 0,wsNn nr W,eter Resouroes
U2 At..aaksbuty St.11636 Dail Servioe Center I Raleo.North Carolina 27699-1g3g
919.707 8000

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.S.106-403). The bottom of the burial pit should beat least one foot above the seasonal
high water table.Attach burial location map and plan.
❑ 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-
El El Services Veterinary Division (attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture&Consumer Services(G.S. 106-549.70).
I�I Any method which: in the professional opinion$of the State Veterinarian, would make possible
L_J 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 flan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for ali 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.
Signat a of Farm Owner/Manager Date
,/kA
Sign t of Technical Specialist Date

4/3/2019 213 Tom Herring Rd-Google Maps
_ o a e 213 Tom Herring Rd
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Google
Imagery©2019 Google,Map data @2019 Google 500 ft
httpsJ/www.google.com/maps/place/213+Tom+Herring+Rd,+Rose+Hiff,+NC+28458/@34.8286176,78.1263428,1199m/data=!3ml!ie3!4m5!3m4!ls0x... 1/1

Nutrient Management Plan For Animal Waste Utilization
11-06-2017
This plan has been prepared for: This plan has been developed by:
Wells&Son's Greer Moore
Dekalb Wells Clear Run.Farms Consulting Services Inc.
PO Box4N8444
Rose Hill NC Harrell
(910)38
!) ;eloper ignature
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.
.IS-e,�' —/!- i o -1-1
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 ,/Mi nervation Commission.
r
Plan Approved By:
Technical Spe st Sig ature Date
684277 Database Version 3.1 Date Printed. 11-06-2017 Cover Page 1

Nutrients applied in accordance with this plan will he supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S7 Swine Feeder-Finish Lagoon Liquid waste generated 4,769,415 gals/year by a 5,145
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 10985
Incorporated 18866
Injected 20776
Irrigated 11940
Max Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs)* Applied (lbs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 11,940 9275 2,665 3,762,645 1,006,770
S 11 Swine Farrow-Feeder Lagoon Liquid waste generated 2,409,264 gals/year by a 624
animal Swine Farrow-Feeder Lagoon Liquid operation.This production facility has
waste storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 3718
Incorporated 6385
Injected 7032
Irrigated 4041
Max.Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs)* Applied Ohs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 4,041 8285 -4,244 4,901,386 -2,492,122
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.
684277 Database Version 3.1 Date Printed: 11-06-2017 Source Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition,the Leaching Index for each field is shown,
where available.
Planned Crops Summary
Total I.seable Leaching
Tract Field Acres Acres Index(Ln Soil Series Crop Sequence RYE
01 10 3.58 3.58 N/A Norfolk Cereal/Annual Rye O/S, Hay-4/7 Harvest 2.0 Tons
Pearl Millett,Pasture 5.5 Tons
01 11 3.58 3.58 N/A Norfolk Cereal/Annual Rye O/S, Hay-4/7 Harvest 2.0 Tons
Pearl Millett,Pasture 5.5 Tons
01 12 3.25 3.25 N/A Norfolk Cereal/Annual Rye O/S, Hay-4n Harvest 2.0 Tons
Pearl Millett,Pasture 5.5 Tons
01 13 3.25 3.25 NIA Norfolk Cereal/Annual Rye O/S, Hay-4/7 Harvest 2.0 Tons
Pearl Millett,Pasture 5.5 Tons
01 14 3.00 3.00 N/A Norfolk C"ereal/Annual Rye O/S, Hay-4/7 Harvest 2.0 Tons
Pearl Millett,Pasture 5.5 Tons
01 15 1.47 1.47 N/A Narinik Cereal/Annual Rye O/S, Hay-4/7 Harvest 2.0 Tons
Pearl MUM Pasture 5.5 Tons
01 16 2.31 2.31 NIA Norfolk Cereal/Annual Rye O/S, Hay-4/7 Harvest 2.0 Tons
Pearl Millett,Pasture 5.5 Tons
01 17 1.39 1.39 N/A Norfolk Cereal/Annual Rye O/S, Hay-4/7 Harvest 2.0 Tons
Pearl Millett,Pasture 5.5 Tons
01 18 2.01 2.01 N/A Norfolk Cereal/Annual Rye O/S, Hay-4/7 Harvest 2.0 Tons
Pearl Millett,Pasture 5.5 Tons
01 19 1.57 1.57 N/A Norfolk Cereal/Annual Rye O/S, Hay-4/7 Harvest 2.0 Tons
Pearl Millett,Pasture 5.5 Tons
01 2 1.11 1.11 N/A Norfolk Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.5 Tons
01 20 2.831 2.83 N/A jNorlblk Small I it m O%mcs cd 1.0 Tons
Hybrid Bermudagrass Pasture 6.5 Tons
01 21 2.86 2.86 NIA N orfolk Cereal/Annual Rye O/S, Hay-4/7 Harvest 2.0 Tons
Pearl Millett,Pasture 5.5 Tons
01 22 2.571 2.57 N/A Norfolk Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.5 Tons
01 23 3.77 3.77 NIA Norfolk Cereal/Annual Rye O/S, Hay-4/7 Harvest 2.0 Tons
Pearl Millett,Pasture 5.5 Tons
01 24 3.31 N 3.31 N/A orfolk Small Grain Overseed 1.0 Tons
684277 Database Version 3.1 Date Printed 11/6/2017
PCs Page 1 of 2
NOTE: Symbol*means user entered data.

Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(Ln Soil Series Crop Sequence RYE
Hybrid Bermudagrass Pasture 6.5 Tons
01 1 3 2.711 2.71 NIA Norfolk Cereal/Annual Rye O/S, Hay-4n Harvest 2.0 Tons
Pearl Millett,Pasture 5.5 Tons
01 4 3.67 3.67 N/A Norfolk CereaVAnnual Rye O/S, Hay-4n Harvest 2.0 Tons
Pearl Millett,Pasture 5.5 Tons
01 5 2.211 2.21 N/A Norfolk Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.5 Tons
01 6 2.77 2.77 N/A Norfolk Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.5 Tons
01 7 2.86 2.86 N/A Norfolk Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.5 Tons
01 8 2.21 2.21 NIA Norfolk Small Grain Overseed 1.0 Sons
Hybrid Bennudagrass Pasture 6.5 Tons
01 9 4.38 4.38 N/A Norfolk Cereal/Annual Rye O/S, Hay-4n Harvest 2.0 Tons
Pearl Millen,Pasture 5.5 Tons
PLAN TOTALS: 62.67 62.67
LI Potential Leachin• Technical Guidance
<2 L.aw potential to contribute to soluble None
nutrient leaching below the root zone.
>=2& �vloderate potential to contribute to Nutrient Management(590)should be planned.
<=10 soluble nutrient leaching below the root
Done.
1 i igh potential to contribute to soluble Nutrient Management(590)should be planned. Other conservation practices that improve
nutrient leaching below the root zone. the soils available water holding capacity and improve nutrient use efficiency should be
> 10 considered. Examples are Cover Crops(340)to scavenge nutrients,Sod-Based Rotations
(328),Long-Term No-Till(778),and edge-of-field practices such as Filter Strips(393)and
Riparian Forest Buffer(391).
684277 Database Version 3.1 Date Printed 11/6/2017
PCS Page 2 of 2
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 betaken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes,phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Maximum Maximum Sludge
Crop PA-N Rate Application Rate Minimum Acres Minimum Acres Minimum Acres
lb/ac 1000 gal/ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Farrow-Feeder Lagoon Sludge-Standard
Com 120 bu 150 13.16 22.28 44.57 66.85
Hay 6 ton R.Y.E. 300 26.32 11.14 22.28 33.42
Soybean 40 bu 160 14.04 20.89 41.78 62.67
Swine Feeder-Finish Lagoon Sludge- Standard
Com 120 bu 150 13.16 64.50 129.00 193.50
Hay 6 ton R.Y.E. 1 300 26.32 32.25 64.50 96.75
Soybean 40 bu 160 14.04 60.47 120.94 181.41
684277 Database Version 3.1 Date Printed: 11-06-2017 Sludge Page 1 of 1

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
with soils. If applying waste nutrients through an irrigation system,you must apply at a rate that will not result in
runoff. This table provides the maximum application rate per hour that may be applied to each field selected to
receive wastewater. It also lists the maximum application amount that each field may receive in any one application
event.
Irrigation Application Factors
Application Rate Application Amount
Tract Field Soil Series (inches/hour) (inches)
O1 10 Norfolk 0.50 1.0
01 11 Norfolk 0.50 1.0
O1 12 Norfolk 0.50 1.0
01 13 Norfolk 0.50 1.0
O1 14 Norfolk 0.50 1.0
O1 15 Norfolk 0.50 1.0
O1 16 Norfolk 0.50 1.0
O1 17 Norfolk 0.50 1.0
01 18 Norfolk 0.50 1.0
01 19 Norfolk 0.50 1.0
O1 2 Norfolk 0.50 1.0
01 20 Norfolk 0.50 1.0
01 21 Norfolk 0.50 1.0
01 22 Norfolk 0.50 1.0
01 23 Norfolk 0.50 1.0
01 24 Norfolk 0.50 1.0
01 3 Norfolk 0.50 1.0
01 4 Norfolk 0.50 1.0
01 5 Norfolk 0.50 1.0
01 6 Norfolk 0.50 1.0
01 7 Norfolk 0.50 1.0
O1 8 Norfolk 0.50 1.0
01 9 Norfolk 0.50 1.0
684277 Database Version 3.1 Date Printed 11/6/2017 MY Page 1 'of 1
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 Canm Res. Manure Liquid Solid Liquid Solid
PA Fert, (lbs/A) PA Manure•• 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 Toffi1 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
01 I0 S7 Norfolk 3.58 3.58 Cereal/Annual Rye O/S, Hay-4/7 Harvest 2.0 Tons 10/1-3/31 *75 0 0 Irrig. 25 9.99 0.00 35.75 0.00
01 10 S11 !Norfolk 3.58 3.58 Cereal/Annual Rye 0/S, Hay-4/7 Harvest 2.0 Tons 10/1-3/31 *75 0 0 Irrig. 50 29.81 0.00 106.72 0.00
01 10 S7 Norfolk 3.58 3.58 Pearl Millett,Pasture 5.5 Tons 4/1-9/15 209 0 0 Irrig. 100 39.94 0.00 143.00 0.00
01 10 S11 Norfolk 3.58 3.58 Pearl Millett,Pasture 5.5 Tons 4/1-9/15 209 0 0 Irrig. 109 64.98 0.00 232.64 0.00
01 11 S7 Norfolk 3.58 3.58 Cereal/Annual Rye 0/S, Hay-4/7 Harvest 2.0 Tons 10/1-3/31 *75 0 0 Irrig. 50 19.97 0.00 71.50 0.00
01 11 S11 Norfolk 3.58 3.58 Cereal/Annual Rye 0/S, Hay-4/7 Harvest 2.0 Tons 10/1-3/31 *75 0 0 Irrig. 25 14.91 0.00 53.36 0.00
01 11 S7 Norfolk 3.58 3.58 Pearl Millett,Pasture 5.5 Tons 4/1-9/15 209 0 1 0 Irrig. 100 39.94 0.00 143.00 0.00
01 11 Sl l Norfolk 3.58 3.58 Pearl Millett,Pasture 5.5 Tons 4/1-9/15 209 0 0 Irrig. 109 64.98 0.00 232.64 0.00
01 12 S7 Norfolk 3.25 3.25 Cereal/Annual Rye 0/S, Hay-4/7 Harvest 2.0 Tons 10/1.3/31 *75 0 0 Irrig. 25 26.76 0.00 86.98 0.00
01 12 S11 Norfolk 3.25 3.25 Cereal/Annual Rye O/S, Hay-4/7 Harvest 2.0 Tons 10/1-3/31 *75 0 0 Irrig. 50 19.67 0.00 63.94 0.00
01 12 S7 Norfolk 3.25 3.25 Pearl Millett,Pasture 5.5 Tons 4/1-9/15 209 0 0 Irrig. 100 39.94 0.00 129.821 0.00
01 12 Sl1 orfolk 3.25 3.25 Pearl Millett,Pasture 5.5 Tons 4/1-9/15 209 0 0 Irrig. 109 64.98 0.00 211.20 0.00
01 13 S7 Norfolk 3.25 3.25 Cereal/Annual Rye O/S, Hay-4/7 Harvest 2.0 Tons 10/1-3/31 *75 0 0 Irrig. 50 19.97 0.00 64.91 0.00
01 13 S11 Norfolk 3.25 3.25 Cereal/Annual Rye O/S, Hay-4/7 Harvest 2.0 Tons 10/1-3/31 *75 0 0 Irrig. 25 14.91 0.00 48.44 0.00
01 13 S7 orfolk 3.25 3.25 Pearl Millett,Pasture 5.5 Tons 4/1-9/15 209 0 0 Irrig. 100 39.94 0.00 129.82 0.00
01 13 S11 Norfolk 3.25 3.25 Pearl Millett,Pasture 5.5 Tons 4/1-9/15 209 0 0 Irrig. 109 64.98 0.00 211.20 0.00
684277 Database Version 3.1 Date Printed: 11/6/2017 WUT Page 1 of 5

Waste Utilization Table Year 1
Nitrogen Comm. Res. Manure Liquid Solid Liquid 1 Solid
PA Fort. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
Obs/A) OWN OWN
Source Total Use. Applic. Applic, 1000
I rac[ Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
01 14 S7 Norfolk 3.00 3.00 Cereal/Annual Rye O/S, Hay-4/7 Harvest 2.0 Tons 10/1-3/31 *75 0 0 brig. 25 9.99 0.00 29.96 0.00
01 14 S11 Norfolk 3.00 3.00 Cereal/Annual Rye O/S, Hay-4/7 Harvest 2.0 Tons 10/1-3/31 *75 0 0 Irrig. 50 29.81 0.00 89.43 0.00
01 14 S7 Norfolk 3.00 3.00 Pearl Millett,Pasture 5.5 Tons 4/1-9/15 209 0 0 Irrig. 100 39.94 0.00 119.83 0.00
01 14 S11 Norfolk 3.00 3.00 Pearl Millett,Pasture 5.5 Tons 4/1-9/15 209 0 0 brig. 109 64.98 0.00 194.95 0.00
01 15 S7 Norfolk 1.47 1.47 Cereal/Annual Rye O/S, Hay-4/7 Harvest 2.0 Tons 10/1-3/31 *75 0 0 brig. 50 19.97 0.00 29.36 0.00
01 1 15 Sl l Norfolk 1.47 1.47 Cereal/Annual Rye O/S, Hay-4/7 Harvest 2.0 Tons 10/1-3/31 *75 0 0 brig. 25 14.91 0.00 21.91 0.00
01 15 S7 Norfolk 1.47 1.47 Pearl Millett,Pasture 5.5 Tons 4/1-9/15 209 0 0 Irrig. 100 39.94 0.00 58.72 0.00
01 15 Sl l Norfolk 1.47 1.47 Pearl Millett,Pasture 5.5 Tons 4/1-9/15 209 0 0 Itrig. 109 64.98 0.00 95.53 0.00
01 16 S7 Norfolk 2.31 2.31 Cereal/Annual Rye O/S, Hay-4/7 Harvest 2.0 Tons 10/1-3/31 *75 0 0 Irrig. 50 19.97 0.00 46.14 0.00
01 16 S11 Norfolk 2,31 2.31 Cereal/Annual Rye O/S, Hay-4/7 Harvest 2.0 Tons 10/1-3/31 *75 0 0 Irrig. 25 14.91 0.00 34.43 0.00
01 16 S7 Norfolk 2.31 2.31 Pearl Millett,Pasture 5.5 Tons 4/1-9/15 209 0 0 Irrig. 100 39.94 0.00 92.27 0.00
01 16 S11 Norfolk 2.31 2.31 Pearl Millett,Pasture 5.5 Tons 4/1-9/15 209 0 0 Irrig. 109 64.98 0.00 150.11 0.00
01 17 S7 orfolk 1.39 1.39 Cereal/Annual Rye O/S, Hay-4/7 Harvest 2.0 Tons 10/1-3/31 *75 0 0 brig. 50 19.97 0.00 27.76 0.00
01 17 Sl l tiorfolk 1.39 1.39 Cereal/Annual Rye O/S, Hay-4/7 Harvest 2.0 Tons 10/1-3/31 *75 0 0 Irrig. 25 14.91 0.00 20.72 0.00
01 17 S7 tiorfolk 1.39 1.39 Pearl Millett,Pasture 5.5 Tons 4/1-9/15 209 0 0 brig. 100 39.94 0.00 55.52 0.00
01 17 S11 Norfolk 1,39 1.39 Pearl Millett,Pasture 5.5 Tons 4/1-9/15 209 0 0 brig. 109 64.98 0.00 90.33 0.00
01 18 S7 Norfolk 2.01 2.01 Cereal/Annual Rye O/S, Hay-4/7 Harvest 2.0 Tons 10/1-3/31 *75 0 0 Irrig. 50 19.97 0.00 40.14 0.00
01 18 Sl l Norfolk 2.01 2.01 Cereal/Annual Rye O/S, Hay-4/7 Harvest 2.0 Tons 10/1-3/31 *75 0 0 Inig. 25 14.91 0.00 29.96 0.00
01 18 S7 Norfolk 2.01 2.01 Pearl Millett,Pasture 5.5 Tons 4/1-9/15 209 0 0 brig. 100 39.94 0.00 80.29 0.00
01 18 Sl l Norfolk 2.01 2.01 Pearl Millett,Pasture 5.5 Tons 4/1-9/15 209 0 0 Irrig. 109 64.98 0.00 130.62 0.00
01 19 S7 Norfolk 1.57 1.57 Cereat/Annual Rye O/S, Hay-4/7 Harvest 2.0 Tons 10/1-3/31 *75 0 0 Irrig. 25 9.99 0.00 15.68 0.00
Ol 19 S11 Norfolk 1.57 1.57 Cereal/Annual Rye O/S, Hay-4/7 Harvest 2.0 Tons 10/1-3/31 *75 0 0 brig. 50 29.81 0.00 46.80 0.00
684277 Database Version 3.1 Date Printed: 11/6/2017 WUT Page 2 of 5

Waste Utilization Table Year 1
Nitrogen Comm. Res, Manure Liquid Solid Liquid Solid
PA Fert. (Ibs/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) pbs/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
01 19 S7 Nurl'nik 1.57 1.57 Pearl Millett,Pasture 5.5 Tons 4/1-9/15 209 0 0 Irrig. 100 39.94 0.00 62.71 0.00
01 19 S11 Norfolk 1.57 1.57 Pearl Millett,Pasture 5.5 Tons 4/1-9/15 209 0 0 Irrig. 109 64.98 0.00 102.02 0.00
01 2 S7 Norfolk 1.11 1.11 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 40 15.98 0.00 17.74 0.00
01 2 S11 Norfolk 1.11 1.11 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 10 5.96 0.00 6.62 0.00
01 2 S7 Norfolk 1.11 1.11 Hybrid Bermudagrass Pasture 6.5 Tons 3/1-9/30 222 0 0 Irrig. 122 48.73 0.00 54.09 0.00
01 2 SI1 Norfolk 1.11 1.11 Hybrid Bermudagrass Pasture 6.5 Tons 3/1-9/30 222 0 0 Irrig. 100 59.62 0.00 66.18 0.00
01 20 S7 Norfolk 2.83 2.83 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 40 15.98 0.00 45.22 0.00
01 20 S11 Norfolk 2.83 2.83 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 10 5.96 0.00 16.87 0.00
01 20 S7 Norfolk 2.831 2.83 Hybrid Bermudagrass Pasture 6.5 Tons 3/1-9/30 222 0 0 Irrig. 122 48.731 0.00 137.91 0.00
01 20 SI1 lNorfolk 2.83 2.83 Hybrid Bermudagrass Pasture 6.5 Tons 3/1-9/30 222 0 0 Irrig. 100 59.62 0.00 168.72 0.00
01 21 S7 Norfolk 2.86 2.86 Cereal/Annual Rye O/S, Hay-4/7 Harvest 2.0 Tons 10/1-3/31 *75 0 0 Irrig. 25 9.99 0.00 28.56 0.00
01 21 S11 Norfolk 2.86 2.86 Cereal/Annual Rye O/S, Hay-4/7 Harvest 2.0 Tons 10/1-3/31 *75 0 0 Irrig. 50 29.81 0.00 85.25 0.00
01 21 S7 Norfolk 2.86 2.86 Pearl Millett,Pasture 5.5 Tons 4/1-9/15 209 0 0 Irrig. 100 39.94 0.00 114.24 0.00
01 21 Sl1 Norfolk 2.86 2.86 Pearl Millett,Pasture 5.5 Tons 4/1-9/15 209 0 0 Irrig. 109 64.98 0.00 185.85 0.00
01 22 S7 Norfolk 2.57 2.57 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 25 9.99 0.00 25.66 0.00
01 22 Sl l Norfolk 2.57 2.57 1 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 25 14.91 0.00 38.31 0.00
01 22 S7 Norfolk 2.57 2.57 Hybrid Bermudagrass Pasture 6.5 Tons 3/1-9/30 222 0 0 Irrig. 122 48.73 0.00 125.24 0.00
01 22 Sl1 Norfolk 2.57 2.57 Hybrid Bermudagrass Pasture 6.5 Tons 3/1-9/30 222 0 0 Irrig. 100 59.62 0.00 153.22 0.00
01 23 1 S7 Norfolk 3.77 3.77 Cereal/Annual Rye O/S, Hay-4/7 Harvest 2.0 Tons 10/1-3/31 *75 0 1 0 Irrig. 50 19.97 0.00 75.30 0.00
01 23 S11 Norfolk 3.77 3.77 Cereal/Annual Rye O/S, Hay-4/7 Harvest 2.0 Tons 10/1-3/31 *75 0 0 Irrig. 25 14.91 0.00 56.191 0.00
01 23 1 S7 Norfolk 3.77 3.77 Pearl Millett,Pasture 5.5 Tons 4/1-9/15 209 0 0 Irrig, 100 39.94 0.00 150.59 0.00
01 23 S11 Norfolk 3.77 3.77 Pearl Millett,Pasture F55ons 4/1-9/15 209 0 0 Irrig. 109 64.98 0.00 244.99 0.00
684277 Database Version 3.1 Date Printed: 11/6/2017 WUT Page 3 of 5

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
O1 24 S7 Norfolk 3.31 3.31 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 10 3.99 0.00 13.22 0.00
O1 24 S11 Norfolk 3.31 3.31 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 40 23.85 0.00 78.93 0.00
O1 24 S7 Norfolk 3.31 3.31 Hybrid Bermudagrass Pasture 6.5 Tons 3/1-9/30 222 0 0 Irrig. 122 48.73 0.00 161.30 0.00
01 24 S11 Norfolk 3.31 3.31 Hybrid Bermudagrass Pasture 6.5 Tons 3/1-9/30 222 0 0 Irrig. 100 59.62 0.00 197.34 0.00
Ol 3 S7 Norfolk 2.71 2.71 Cereal/Annual Rye O/S, Hay-4/7 Harvest 2.0 Tons 10/1-3/31 *75 0 0 Irrig. 35 13.98 0.00 37.89 0.00
Ol 3 S11 Norfolk 2.71 2.71 Cereal/Annual Rye O/S, Hay-4/7 Harvest 2.0 Tons 10/1-3/31 *75 0 0 Irrig. 40 23.85 0.00 64.631 0.00
Ol 3 S7 Norfolk 2.71 2.71 Pearl Millett,Pasture 5.5 Tons 4/1-9/15 209 0 0 Irrig. 100 39.94 0.00 108.25 0.00
Ol 3 S11 Norfolk 2.71 2.71 Pearl Millett,Pasture 5.5 Tons 4/1-9/15 209 0 0 Irrig. 109 64.98 0.00 176.11 0.00
01 4 S7 Norfolk 3.67 3.67 Cereal/Annual Rye O/S, Hay-4/7 Harvest 2.0 Tons 10/1-3/31 *75 0 0 Irrig. 50 19.97 0.00 73.30 0.00
O1 4 S11 �orfolk 3.67 3.67 Cereal/Annual Rye O/S, Hay-4/7 Harvest 2.0 Tons 10/1-3/31 *75 0 0 Irrig. 25 14.91 0.00 54.70 0.00
O1 4 S7 orfolk 3.67 3.67 Pearl Millett,Pasture 5.5 Tons 4/1-9/15 209 0 0 Irrig. 100 39.94 0.00 146.60 0.00
01 4 S11 Norfolk 3.671 3.67 Pearl Millett,Pasture 5.5 Tons 4/1-9/15 209 0 0 Irrig. 109 64.98 0.00 238.49 0.00
O1 5 S7 Norfolk 2.21 2.21 Small Grain Overseed LO Tons 10/1-3/31 50 0 0 Irrig. 40 15.98 0.00 35.31. 0.00
Ol 5 S11 Norfolk 2.21 2.21 Small Grain Overseed LO Tons 10/1-3/31 50 0 0 Irrig. 11) 5.96 0.00 13.18 0.00
01 5 S7 Norfolk 2.21 2.21 Hybrid Bermudagrass Pasture 6.5 Tons 3/1-9/30 222 0 0 Irrig. 115 45.94 0.00 101.52 0.00
01 5 S11 Norfolk 2.21 2.21 Hybrid Bermudagrass Pasture 6.5 Tons 3/1-9/30 222 0 0 Irrig. 107 63.79 0.00 140.98 0.00
O1 6 S7 Norfolk 2.77 2.77 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 42 17.98 0.00 49.79 0.00
O1 6 S11 Norfolk 2.77 2.77 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 8 2.98 0.00 8.26 0.00
01 6 S7 Norfolk 2.77 2.77 Hybrid Bermudagrass Pasture 6.5 Tons 3/1-9/30 222 0 0 Irrig. 122 48.73 0.00 134.99 0.00
Ol 6 S11 Norfolk 2.77 2.77 Hybrid Bermudagrass Pasture 6.5 Tons 3/1-9/30 222 0 0 Irrig. 100 59.62 0.00 165.14 0.00
01 7 S7 Norfolk 2.86 2.86 Small Grain Overseed 1.0 Tons 1011-3/31 50 0 0 Irrig. 43 17.18 0.00 49.12 0.00
O1 7 S11 Norfolk 2.86 2.86 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 7 4.17 0.00 IL94L 0.00
684277 Database Version 3.1 Date Printed: 11/6/2017 WUT Page 4 of 5

Waste Utilization Table Year 1
tiitrogen 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. Appiic, 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
01 7 S7 Norfolk 2.86 2.86 Hybrid Bermudagrass Pasture 6.5 Tons 3/1-9130 222 0 0 Irrig. 122 48.73 0.00 139.37 0.00
01 7 Sl l Norfolk 2.86 2.86 Hybrid Bermudagrass Pasture 6.5 Tons 3/1-9/30 222 0 0 Irrig. 100 59.62 0.00 170.51 0.00
01 8 S7 Norfolk 2.21 2.21 Small Grain Overseed 1A Tons 10/1-3/31 50 0 0 Irrig. 40 15.98 0.00 35.31 0.00
01 8 S11 Norfolk 2.21 2.21 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 10 5.96 0.00 13.18 0.00
01 8 S7 Norfolk 2.21 2.21 Hybrid Bermudagrass Pasture 6.5 Tons 3/1-9/30 222 0 0 Irrig. 200 79.89 0.00 176.55 0.00
01 8 S11 Norfolk 2.21 2.21 Hybrid Bermudagrass Pasture 6.5 Tons 3/1-9/30 222 0 0 Irrig. 22 13.12 0.00 28.99 0.00
01 9 S7 Norfolk 4.38 4.38 Cereal/Annual Rye O/S, Hay-4/7 Harvest 2.0 Tons 10/1-3/31 *75 0 0 Irrig. 50 19.97 0.00 87.48 0.00
01 9 S11 Norfolk 4.38 4.38 Cereal/Annual Rye O/S, Hay-4/7 Harvest 2.0 Tons 10/1-3/31 *75 0 0 Irrig. 25 14.91 0.00 65.28 0.00
01 9 S7 Norfolk 4.38 4.38 Pearl Millett,Pasture 5.5 Tons 4/1-9/15 209 0 0 Irrig. 100 39.94 0,00 174.96 0.00
01 9 S11 Norfolk 4.38 4.3=Pearl llett,Pasture T5.5 Tons 4/1-9/15 209 0 0 Irrig. 109 64.98 0.00 284.63 0.00
Total Applied,1000 gallons 8,664.03
Total Produced,1000 gallons 7,178.68
Balance,1000 gallons -1,485.35
Total Applied,tons 0.00
Total Produced,tons 0.00
Balance,tons 0.00
Notes: 1. In the tract column,-symbol means leased,otherwise,owned. 2. Symbol*means user entered data.
684277 Database Version 3.1 Date Printed: 11/6/2017 WUT Page 5 of 5

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity,this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative,the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Available G aste StormQe Capacity
Source Name I Swine Farrow-Feeder Lagoon Liquid Design Storage Capacity(Days)
Start Date 9/1 180
Plan Year Month Available Storage Capacity(Days)
1 1 122
1 2 125
1 3 142
1 4 171
1 5 180
1 6 180
1 7 180
1 8 180
1 9 180
1 10 167
1 11 180
1 12 165
*Available Storage Capacity is calculated as of the end of each month.
684277 Database Version 3.1 Date Printed: 11-06-2017 Capacity Page 1 of 2

Available Waste Storaae Ca add
Source Name I Swine Feeder-Finish Lagoon Liquid Design Storage Capacity(Days)
Start Date 9/1 180
Plan Year Month Available Storage Capacity(Days)
1 1 89
1 2 71
1 3 56
1 4 47
1 5 58
1 6 70
1 7 81
1 8 71
1 9 75
1 10 58
1 ll 44
1 12 34
*Available Storage Capacity is calculated as of the end of each month.
APR 0 9 2019
►NaUwOuaiity
RegionalUpwatlons sadon
684277 Database Version 3.1 Date Printed: 11-06-2017 Capacity Page 2 of 2

Required Specifications For Animal Waste Management
I. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner,who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 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 prone
to flooding (see "Weather. and Climate in North Carolina" for guidance).
684277 Database Version 3.1 Date Printed: 11/6/2017 Specification Page 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1, 1995,
shall not be applied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
684277 Database Version 3.1 Date Printed: 11/6/2017 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over-spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways,waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and other woody species,etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre-plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
684277 Database Version 3.1 Date Printed: 11/6/2017 Specification Paize 3

22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where waste products are applied. Nitrogen
shall be the rate-determining nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five
(5)years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
684277 Database Version 3.1 Date Printed: 11/6/2017 Specification Page 4

Crop Notes
The following crop note applies to field(s):2,20,22,24,5,6, 7, 8
Small Grain: CP,Mineral Soil,medium leachable
In the Coastal Plain,oats and barley should be planted from October 15-October 30;and rye from
October 15-November 20.For barley,plant 22 seed/drill row foot and increase the seeding rate by 5%for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also,increase the
initial seeding rate by at least 10%when planting no-till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre.Plant all these small grains at 1-1 1/2"deep.Adequate depth control is
essential.Review the NCSU Official Variety"green book"and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions.Apply no more
than 30 lbs/acre N at planting.Phosphorus and potash recommended by a soil test can also be applied at
this time.The remaining N should be applied during the months of February-March.
The following crop note applies to field(s):2,20,22,24,5,6,7, 8
Bermudagrass: CP,Mineral Soil,Moderately Well Drained.
Adaptation: Well-adapted.
In the Coastal Plain,hybrid bermudagrass sprigs can be planted Mar. 1 to Mar.31.Cover sprigs 1"to 3"
deep(1.5"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind.For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows,spaced 2'to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5'to 2'rows spaced V 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.
684277 Database Version 3.1 Date Printed: 11-06-2017 Crop Note Page 1 of 2

The following crop note applies to field(s): 10, 11, 12, 13, 14, 15, 16, 17, 18, 19,21,23,3,4,9
Cereal/Annual Rye Overseeded—Hay
CEREAL RYE
The cereal rye should be planted by October 15 to provide the best opportunity to get winter growth. The
most consistent stands are obtained from drilling rye into short(less than 3 inches tall)bermudagrass sod.
If drilling is not possible,the seeds may be broadcast on short bermuda sod followed by a light
cultivation with a disc or tillage implement. The seeding rate for broadcast planting of seeds should be
1.5 times the rate for drilled seeds. The last application of animal waste is to be applied to the bermuda
prior to August 31. An application of 50 lbs/acre of Plant Available N(PAN)may be applied between
September 15 and October 30. An additional 50 lbs.acre of PAN may be applied in February-March. If
rye growth is harvested on time and does not significantly shade the bermuda,PAN rates for the
subsequent bermuda crop are based on realistic yields of bermuda. A harvest is required prior to heading
or April 7,which ever comes first. This is necessary to minimize the potential for shading bermuda and
reducing its yields.
ANNUAL RYEGRASS
Annual ryegrass should be planted by October 15 to provide the best opportunity to get winter growth.
The most consistent stands are obtained from drilling ryegrass into short(less than 3 inches tall)
bermudagrass sod. If drilling is not possible,the seeds may be broadcast on short bermuda sod followed
by a light cultivation with a disc or tillage implement. The seeding rate for broadcast planting of seeds
should be 1.5 times the rate for drilled seeds. The last application of animal waste is to be applied to the
bermuda prior to August 31. An application of 501bs/acre of PAN may be applied between September
15 and October 30. An additional 50 lbs. acre of PAN may be applied in February-March. If additional
PAN is applied to the ryegrass in April-May,the PAN rate for the bermuda must be reduced by a
corresponding amount. This is necessary because ryegrass growth during April-May will reduce
bermuda yields and shorten the time bermuda can fully utilize the N. A harvest is required by heading or
April 7,which ever comes first to prevent shading of emerging Bermuda during April-May period. To
favor the production of the bermuda,additional harvests of ryegrass will be required when the ryegrass
canopy reaches 12 to 15 inches height.
The following crop note applies to field(s): 10, 11, 12, 13, 14, 15, 16, 17, 18, 19,21,23,3,4,9
Pearl Millett: No Comment
684277 Database Version 3.1 Date Printed: 11-06-2017 Crop Note Page 2 of 2

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SHEET 2 of 2
" OPERATION AND MAINTENANCE PLAN
-----------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the --system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 yr - 24 hr storm for the location and a
heady rain factor_ 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 heavy rain
factor and 25 yr rainfall will not be a factor to consider in an annual
pumping cycle, but this storage volume must always be available.
The waste produced by the animals shall be utilized in accordance with
an approved waste utilization plan. Highly visible markers shall be
installed to Mark the upper and lower elevations of the temporary
storage (pumping volume) . Pumping shall be done as necessary to
maintain the liquid level between these markers.
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
runoff 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. Before wastes are introduced, the waste treatment lagoon shall be
charged to 1/2 its treatment volume 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 52.58 as marked by permanent marker. Stop pump-
out when the fluid level reaches elevation 50.24 . This temporary
storage less 25 yr and heavy rain contains 63304 cubic feet or
473512 gallons.

m
9
SHEET 2 OF 2
4. The -recommended maximum amount to apply per irrigation and
recommended maximum application rate is shown in the waste-utilization
plan. 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. Repair areas of the embankment that settle below the design settled
height or areas where cracking, sloughing, or "jug" holes develop.
8. Repair waste inlet pipes that develop cracks or separate at the
joints.
9. Remove undesirable vegetative growth and floating or lodged debris.
10. All surface runoff is to he diverted from tho lagoon to stable
outlets when not included as part of the design' temporary storage.
11. After five years the waste treatment lagoon shall be checked for
sludge accumulation annually. If sludge has encroached into the
treatment volume, the sludge will be removed and applied at agronomic
rates based on analysis of the sludge. Treatment volume must have
a minimum of 4 feet of depth free of sludge at all times.
12. In December 1992, the Environmental mranagement Commission (Enc)
in North Carolina revised water quality regulations that -address
animal operations. These rules became effective on February i,
1993 (I5A NCAC 2H .0200) . This animal operation shall be operated
within the requirements of these rules and regulations.
13 . Pipes that are used for recycling effluent to use as flush water
and irrigation intakes must be placed _18 . inches below the surface and
as far from the inlet discharge pipes as possible in order to provide
a cleaner effluent for flushing and to reduce odors when irrigating on
land_ When these pipes are placed through the embankment, they should
be installed no more than two feet below top of embankment and not in
the highest section of fill. The pipe trench shall be compacted with
clayey material or other material as approved by an engineer.

DURLIN COUNTY
EMERGENCY ACTION PLAN
DIVISION OF WATER QUALITY (DWQ) 910-395-3900
EMERGENCY MANAGEMENT SERVICES (EMS) 910-296_2160
SOIL & WATER CONSERVATION DISTRICT (SWCD) 910-296-2120
NATURAL RESOURCES CONSERVATION SERVICE (MRCS) 910-296-2121
COOPERATIVE EXTENSION SERVICE (CES) 910-296-2143
This plan will be implemented in the event that wastes from your
operation are leaking, overflowing, or running off the site. You should
NOT 'wait until wastes reach surface waters or leave your property to
consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an
accessible location for all employees at the facility. The following
are some action items you should take.
I. Stop the release of wastes. Depending on the situation, this may
or may not be possible. Suggested responses to problems are
listed below:
A. Lagoon overflow-possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Frump 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-action include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce further runoff.
d. Evaluate and eliminate the reason (s) that caused the
runoff.
e. Evaluate the application rates for the fields where
runoff occurred.
C. Leakage from the waste pipes and sprinklers-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
e. Repair all leaks prior to restarting pumps.
D. Leakage from flush system, houses, solids separators-actions
include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sire no siphon occurs.
d. Stop all flaws in the house, flush systems, or solid
separators.
e. Repair all leaks prior to restarting pumps.

E. Leakage from base or sidewall of lagoon. Often this is seepage
as opposed to flowing leaks-possible action:
a. Dig a small sump or ditch to catch all seepage, put in a
submersible pump, and pump back into 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 the lagoon bottom as soon as possible.
E. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what
duration?
c. Any damage noted, such as employee injury, fish kills, or
property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface
waters?
f. Could a future rain event cause the spill to reach
surface waters?
g. Are potable water wells in danger (either on or off of
the property) ?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours, call your DWQ (Division of
Water- Quality) regional office, at 9f0-395-39V�+ , after
hours, emergency number:919-733-3942. Your phone call
should include: YOUR NAME, FACILITY, TELEPHONE NUMBER,
THE DETAILS OF THE INCIDENT FROM ITEM #2 ABOVE, THE
EXACT LOCATION OF THE FACILITY, AND THE LOCATION OR
DIRECTION OF MOVEMENT OF THE SPILL, WEATHER AND WIND
CONDITIONS. THE CORRECTIVE MEASURES THAT HAVE BEEN UNDER
TAKEN, AND THE SERIOUSNESS OF THE SITUATION.
b. If spill leaves property or enters surface waters, call
local (EMS) Emergency Management Services at
910-296-2160.
c. Instruct EMS to contact local Health Department.
d. Contact local Soil and Water Conservation
District (SWCD) office at 910-296-2120, Natural Resources
Conservation Service (MRCS) office at 910-296-2121 and
Cooperative Extension Service (CES) office at
910-296-2143 for advice/technical assistance.
4. If none of the above works call 911 or the Sheriffs Department
and explain your problem to them and ask that person to contact
the proper agencies for you.

5. Contact the contractor of your choice to begin repair of the
problem to minimize off-site damage.
a. Contractors Name :
b. Contractors Address: �
c. Contractors phone:
6. Contact the technical specialist who certified the lagoon (MRCS,
Consulting Engineer, etc.. )
a. !Name:
b. phone:
7. Implement proceduves as advised by DWO and technical assistance
agencies to rectify the damage, repair the system, and reassess
the waste management plan to keep problems with release of wastes
from happening again.
8. If you are a contract swine grower associated with a swine
company integrator, contact the company representative at
1-910-59E-5771

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Farmstead • Swine production 15 Vegetative or wooded buffers
© Recommended best management practices
CAI' Good judgment and common sense
Animal body • Dirty manure-covered 17 Dry floors
surfaces animals
Floor surfaces ■ Wet manure-covered floors 9 Slotted floors
62r Waterers located over slotted floors
CI Feeders at high end of solid floors
C' Scrape manure buildup from floors
CI Underfloor ventilation for drying
Manure collection • Urine A Frequent manure removal by flush, pit recharge,
pits . Partial microbial or scrape
decomposition Q Underfloor ventilation
Ventilation exhaust • Volatile gases 7� Fan maintenance
fans # Dust Or Efficient air movement
Indoor surfaces • Dust rl Washdown between groups of animals
C Feed additives
C3 Feeder covers
© Feed delivery downspout extenders to feeder
covers_
Flush tanks Agitation of recycled lagoon C1 Flush tank covers
liquid while tanks are filling IT Extend fill lines to near bottom of tanks with
anti-siphon vents

r f
Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Flush alleys • Agitation during wastewater 17 Underfloor flush with underfloor ventilation T
conveyance
Pit recharge points • Agitation of recycled lagoon D Extend recharge lines to near bottom of pits with
liquid while pits are filling anti-siphon vents
Lift stations • Agitation during sump tank D Sump tank covers �^
filling and drawdown
Outside drain • Agitation during,wastewater CJ Box covers
collection or conveyance
junction boxes
End of drainpipes • Agitation during wastewater 0 Extend discharge point of pipes underneath
at lagoon conveyance lagoon liquid level
Lagoon surfaces • Volatile gas emissions F1 Proper lagoon liquid capacity
• Biological mixing Q Correct lagoon startup procedures
Agitation a Minimum surface area-to-volume ratio
7 Minimum agitation when pumping
0 Mechanical aeration
O Proven biological additives
Irrigation sprinkler • High pressure agitation 9V Irrigate on dry days with little or no wind
nozzles . Wind drift © Minimum recommended operating pressure
tx' Pump intake near lagoon liquid surface
0 Pump from second-stage Iagoon

Swine Farm Waste Management Odor Control Checklist
Source Cause _ BMPs to Minimize Odor _ Site Specific Practices
Storage tank or • Partial microbial 0 Bottom or midlevel loading
basin surface decomposition 0 Tank covers
• Mixing while filling 0 Basin surface mats of solids
* Agitation when emptying 0 proven biological additives or oxidants
Settling basin • Partial microbial O Extend drainpipe outlets underneath liquid level
surface decomposition 0 Remove settled solids regularly
Mixing while filling
• Agitation when emptying
Manure, slurry, or ® Agitation when spreading 0 Soil injection of slurry/sludges
sludge spreader . Volatile gas emissions 0 Wash residual manure from spreader after use
outlets
0 Proven biological additives or oxidants
Uncovered manure, Volatile gas emissions while 0 Soil injection of slurry/sludges
slurry, or sludge on drying 0 Soil incorporation within 48 hours
field surfaces
0 Spread in thin uniform layers for rapid drying
Cl Proven biological additives or oxidants
Dead animals • Carcass decomposition Proper disposition of carcasses
Dead animal • Carcass decomposition 0 Complete covering of carcasses in burial pits
disposal pits O Proper location/construction of disposal pits
Incinerators • Incomplete combustion 0 Secondary stack burners
Standing water • Improper drainage 1 Grade and landscape such that water drains away
around facilities . Microbial decomposition of from facilities
organic matter

1
Swine Farm Waste Management Odor Control Checklist
_ Source Cause BMPs to Minimize Odor Site Specific Practices
Manure tracked onto • Poorly maintained access 21 Farm access road maintenance
public roads from roads
farm access
Additional Information: Available From:
Swine Manure Management; .0200 Rule/BMP Packet NCSU, County Extension Center
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet NCSU---BAE
Swine Production Facility Manure Management:Pit Recharge—Lagoon Treatment; EBAE 128-88 NCSU—BAE
Swim Production Facility Manure Management: Underfloor Flush--Lagoon Treatment; EBAE 129-88 NCSU—BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83 NCSU—BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet NCSU—BAE
Controlling Odors from Swine Buildings; PIH-33 NCSU—Swine Extension
Environmental Assurance Program; NPPC Manual N.C. Pork Producers Assoc.
Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agricultural Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings Florida Cooperative Extension

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
Liquid Systems
Flush gutters Accumulation of solids 9 Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed
Ir Remove bridging of accumulated solids at
discharge
Lagoons and pits • Crusted solids 7 Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the crusting
of solids to a depth of no more than 6 to 8 inches
over more than 30 percent of surface
Excessive vegetative • Decaying vegetation G;' Maintain vegetative control along banks of
growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter along
water's edge on impoundment's perimeter.
_ Dry Systems
Feeders Feed spillage 0 Design, operate, and maintain feed systems
(e.g., bunkers and troughs)to minimize the
accumulation of decaying wastage
O Clean up spillage on a routine basis (e.g., 7-to 10-
day interval during summer; 15- to 30-day interval
during winter)

NAME: Deka l b Wells PAGE 2
DRESS: Rt. Z, Clinton , NC 2830-73
TYPE AND SIZE 624 Sows
OF OPERATION Farrow/Feeder
CLASS III
DESIGNED BY Bi I ty W. Houstyn ,DCT
DATE 1/ 8/9[i
APPROVED BY
DATE
PERMANENT STORAGE
624 Hogs ., 522 I bs per hog 1 Cu Ft per lb . 325729 Cu Ft
TEMPORARY STORAGE
2572G Its of animal x 1 .35 cu. ft . of waste per ,lay 79152 Cu Ft
per 1000 I bs of animal wt . x 120 days
RAINFALL LESS EVA1-ORATIOhl
X /_.� 000 sq . F "firer ft -'_500 Cu Ft
"T f surface area per 1,_
RAINFALL - 25 YR. 1 DAY STORM
7.5" X 66000 sq. ft. of surface are: per 12" per ft . 41250 Cu Ft
TOTAL STORAGE NEEDED 4846.-0 Cu Ft
17949 Cu Yds
TOTAL STORAGE AVAILABLE 4? _,33 Cu Ft
18235 Cu Yds
AMOUNT OF FILL. DIh;l=.:. 118720 Cu Ft
PAD 166400 Cu Ft
TOTAL 285120 Cu Ft
SETTLEMENT 10 d 28512 Cu Ft
TOTAL AMOUNT OF FILL 313632 Cu Ft
11616 Cu Y d s
CUT TO FILL RATIO TOTAL EXCAVATION 402800 Cu Ft
1 .3e 1 14919 Cu Yds

Operator ________ ________ ________ __-___==Dekalb Wells31588
County:== _-_-_--- -------- -------- -____—-Duplin
Date:==== __=----- -------- -------- ------- 11/03/05
Dist.to nearest residence (other than owner): 0 ft.
sows(farrow to finish):===
sows (farrow to feeder):eder):___ ________ ________- 624
head(finishing only):===__ ________ ________= 0
sows(farrow to wean):===__
head(wean to feeder):===__
Ave. Live Weight for other operations(lbs.)=>
Storage volume for sludge accum. (cu. ft.):=>
Treatment Volume (min. 1 cu. ft./lb.)===____> 1.0
25 Year-24 Hour Rainfall {in.)===_____=___> 7.5
Rainfall in excess of evaporation(in.)===__> 7.0
Drainage area of buildings&lots(sq. ft.)=>
Volume of wash water(gallons/day)====______>
Temporary storage period (days)====_________> 180
Freeboard 1.
Side slopes(inside lagoon):________________> 2.5 : 1
Inside top length(ft.}:____________________> 327.5
Inside top width(ft.}:==_=_______= ______> 247.5
Top of dike elevation(ft.):==______________> 54.7
Bottom of lagoon elevation (ft.):=-______-__> 43.0
Seasonal high water table(SHWT) eiev.(ft.): > 44.1
Total required volume=____ _--_____- 503216 cu.ft.
Actual design volume:====_= 685298 cu. ft.
Stop pumping el_(> or=to 44.1 ft.SHWT)> 51.3 ft.
(> or=to 49.0 ft.Min.)
Required minimum treatment volume: 325728 cu. ft.
Volume at stop pumping elevation: 502049 cu.ft.
Start pumping elev.:_____________________-_=> 53.0 ft_
Volume at start pumping elevation. 631243 cu. ft.
Actual volume less 25yr-24hr rain: 634638 cu. ft.
NOTE: Verify that temp.storage is adequate:
Req_volume to be pumped:====> 126828 cu. ft.
Actual volume to be pumped:==> 129194 cu. ft.
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Operator ________ ________ ________ _______-Dekalb Wells31588
_ County:__ ________ ________ ________ _______=Duplin
Date:____ ________ ________ ________ ________- 11/03/05
Dist.to nearest residence(other than owner): 0 ft.
sows(farrow to finish):===
sows(farrow to feeder):eder):=== --`"--` 624
head(finishing only)=__-_ ________ ________- 0
sows(farrow to wean):====_
head (wean to feeder):===__
Ave. give Weight for other operations(lbs.)=>
Storage volume for sludge accum. (cu. ft.):=>
Treatment Volume(min. 1 cu. ft./Ib.)===____> 1.0
25 Year-24 Hour Rainfall (in.)===_________> 7.5
Rainfall in excess of evaporation (in.)===__> 7.0
Drainage area of buildings&lots(sq. ft.)=>
Volume of wash water(gallons/day)====______>
Temporary storage period (days)====---===---> 180
Freeboard(ft_):==_____-____________________> 1.0
Side slopes(inside lagoon):________________> 2.5 : 1
Inside top length (ft.):____________________> 327.5
Inside top width {ft.):_____________________> 247.5
Top of dike elevation(ft.):________________> 54.7
Bottom of lagoon elevation (ft_):==_=_______> 43.0
Seasonal high water table(SHWT) elev.(ft.):=> 44.1
Total required volume:====_ ---_____- 503216 cu_ ft.
Actual design volume:====__ ___-___ - 685298 cu. ft.
Stop pumping el.(> or=to 44.1 ft.SHWT)> 49.0 ft.
(> or= to 49.0 ft.Min.)
Required minimum treatment volume: 325728 cu. ft.
Volume at stop pumping elevation: 348066 cu. ft.
Start pumping elev.:________________________> 53.0 ft.
Volume at start pumping elevation. 631243 cu. ft.
Actual volume less 25yr-24hr rain: 634638 cu. ft.
NOTE: Verify that temp. storage is adequate:
Req. volume to be pumped:====> 126828 cu. ft.
Actual volume to be pumped:==> 283177 cu. ft.

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801+0m 43.0
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Perri,Stora9g SD,0
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DESIGN SUMMARy
VANS; INC
COUMTY: DUPLIN
TYPE OPERATION: 5145 FEED-FINISH
TOTAL REQUIRED VOLUME 1()37851 CU FT
TOTAL DESI8N VOLUME AVAILABLE 1052469 CU FT '
'
-----------
ESTIMATED!! �
ME OF LAGOON EXCAVATION 29777 CU YDS
________
YOLUME OF EXCAYATI[�N ON PAD 234E CU
VOLUME OF EXCAVATION IN DIVERSION 1431 OU YDS '
TOTAL EXCAVATION 33556 CU YDS `
VOLUME OF PAD FILL '
8200 CU YDS |
VOLUME OF �AM
�1261 CU YDS
!
TOTAL FILL 19461 CU YDS
OUT-TILL RA7IO 1 .72 : 1
/
AREAS OF LAGOON SIDE SLOPES & BUTTON WITH SM MATERIAL
IMLL BE OVEREXCAVATED 1.8 FEET AND BACKFILLED WITH
COMPACTED SC (SANDY CLAY> MATERI0L |
WHEN THESE AREAS ARE ERCOUNTERED AN ESTIMATE OF VDL�/ME
OF EXCAVATION AND LINER WILL DE COMPUTED. \
^
TOp -IF �4M ELEV��ION 49.0 |
PIPE INVERT ElFvATION 47.3
Tc i_ll ELEVATION 37.0 �
-' / .
��11 PAD ELEWATION 60.0
ELEVATION 60.4 '
|.i
L 3 '

LAGOON DESIGN
pere County : DUPLIN Date: 05�16/96
is�-- =_ce (other than owner) : 220O.0 feet
' -inish) x 1417
�eeder> x 522 lbs. = 0 lbs
135 llYs. = 69�575 I�s
- �eanl x 4Z3 lbs. = 0 lbs
^ �� soer) x 30 lbs.
-------'
Total Aver 94575 lbs
^ ' ENT VOLUME OF LA8OO�,f
ALW x Treatment b. ALW
lb. ALW = 1 CF/Ib. ALN
feet
ACCUMULAT ON
SLU[)GE ACCUMULATION NOT C�MPUTE3
feet AT UWNERS REQUEST. REMOVE SLUDGE
AS NEEDED.
'
`�ei)--------------------- 715. 0
ee�)---------------------- 180.0
� '�n ( �eet)---------------'- 49.0
" -'------------------------- 1-O
^ � lagoon }------------------
' _-e using prismoidal formula
SG/SIDE1 SS, /SIDE2 LENGTH WIDTH DEPTH
3.0 J.0 709.0 174.0 11 .0
123366 (A�EA OF �OP)
69444 AREA �F �DTTCM)
4
381264 (AREA OF MIDSECT�8�� � 4)
381264.0 69444.0
Totel Designed VoIume Available
4

STDARAGE REQUIRED
^|!AiMGE AREA
' -.�ccn (top 01 dike',
pngth ? Width =
715.0 201 .0 143715.0 square Mc+
ings ( rDcf and lot water)
0.0 square feet Describo this area.
TOTAL DA 143715.0 square feet
temporary storage period to be W0 days.
Nast. prcdnced
Fe=es & urine production in gal ./day per 135 lb. ALW 1 .37
volume = 694575 lbs . ALW/135 lbs . ALW * 1 .37 gal/day 180 days
4oIume = 1766757 gals. or 169619.9 cubic feet �
/f wash water
This is the amount of fresh water used for washing floors or volume i
o+ fresh watzr used for a flush system. Flush systems that recirculate
nhe lagoon water are accounted for in 5A.
..
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons �
oer OF
' ^1ume = 0.0 cubic feet '
'
jG kmn of rainfall in excess of evaperation
Use gerind of time when rainfah exceeds evaporation by largest snnun
||
190 days ezcess raMall = 7'0 inches
Volume = 7M in * CA / 12 inches per Mot
`
volume = 83B33.8 cubic feet
5

'''oluoe of 25 year - 24 hour stonr
Volume = 7. 5 inches / 12 inches per foot * DA !
Volume = 89821 .9 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 169620 cubic feet
5B. 0 cubic feet
50 33834 cubic fee�
5D. 89822 cubic feet
TOTAL 343276 cubic feet
Temporary storage period====================> is0 days
Rainfall in excess of evaporation===========> 7 .0 inches
25 year - 24 hour rainfaIl==================> 7. 5 inches
================> 1 .0 feet
Side slopes=================================> 3,0 : i |
Inside top Iength===========================> 715.0 feet-
inside top width============================> 180.0 feet
Top of dike eIevation=============:==========> 49.0 feet
Bottom of lagoon ========> 37.0 feet
Total required volume=======================> 1037851 cu. ft *
Actual design volume========================> 1052469 cu ft ` �
Seasonal high watertable elevation (SHWT)===> 45.0 feet
^
Stop pumping elev.==========================> 45 0 feet *
Must be > or = to the SHWT elev.==========> 45^0 feet
Must be > or = to min , req. treatment el .=> 43 ^0 feet
Required minimum treatment volume===========> 6945'^ 5 c~^ ft
Volume at stop pumping elevation============> 705888 c=^ ft ~ '
Start pumping elev"=========================> 47~3 feet
' *
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. -ainfall==} 962647
Volume at start Pumping 961430 cu. ft ^
Teo,/ired volume to be pumped================> 253454 cu. ft^ �
Actual volume plarmed to be pumped==========> 255542 cu. ft ^ �
Min . thi� /�
kcess �f soi� liver wen required==> 1 .8 feet `
8NED BY: "� ��^^ APPRCVED BY:
^ ITE: SEE ATTACHED WASTE UTILIZATION PLAN
"EWTS.

SCS-ENG-538 U. S OEPhPTMENT OF AGR;CULTURE
Re, 5 TO SOIL CONSERVATION SFRIACE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FARMER'S NAME Oc- a1L, Writs _ DISTRICT
DATE e a al�C. COUNTY - /•:+ _-L
S.C. S. PHOTO SHEET NO-. WORK UNIT__--
WATERSHED AREA MEASUREMENTS
CROPLAND ACRES PASTURE ACRES
I WOODLAND ACRES TOTAL ACRES POND CLASS WORK UNIT CONSERVATIONIST
SKETCH OF PROPOSED POND SHOWING WHERE $ORINGS WERE MADE (Appro=. scale I-= feet)
Locate reference point 'in center line of dam and Identify on sketch.
5� - �•., . ? yet 5r � D— F�n �.
r.- iti cf all u a.
I
i
I I
I
i I
t
I
.0
SHOW'66�y BORING NUMBER AND PROFILE
• DEPTH Make and list dam site and spillway borings prsl-then ponded area and borrow pit borings-separate with aerilcal red line_
(Continued on back where necessary) Show water table elevations an dam-site barings.
SCALE
1 2 - 3 4 S 6 7 9 10. 11 12 14 -15 16 17 38 19 20 21 22 23
<5-+ A SC I
5 C
I - :5 1 SC 5t� C
Z-3 .c- $C $C
3-4 tC $C C
4 C W7 4" Sc SC twi SC 44.
S 5C 5c u 7' 5[ SC la I 5.q
14 5 0 SM Sf
_8' S
7- � 5 c i �n� S•rr
—9 SC 13 aC cruet -$. 7 SC 5rp Sr=�
`�-1 �c -SC
Ili-�) SC b� r'�itiX_ SC {
lt- IZ 5C 5r��
-BORINGS MADE BY SIGNATURE & TITLE /71 1..,.—
Glens`:lCl-44 - l7yIt
_ 7