310176_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: 31-0176 Certificate Of Coverage Number: AWS310176
2. Facility Name: Sutton Brothers Farms
3. Landowner's Name(same as on the Waste Management Plan): Sutton Brothers Farms Inc
4. Landowner's Mailing Address: 436 Billy Matthews Ln
City: Turkey State: NC Zip: 28393
Telephone Number: 252-560-5560 Ext. E-mail:
5. Facility's Physical Address: Z3 7 Kirby Q`Al'" 4d. ,p
City: ��tgMkl"ffG State: /��- Zip: p2�-�` ,
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"): 4MTjM-2M LLU
10. Operator Name(OIC): yy' Phone No.: ..914496,96"_ OIC#: �"-�—
11. Lessee's Name(if there is nKr—li.s D Slw_tAft Zs-Z+�o-9—no v AW A- gQq qY 7
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Feeder to Finish 3,600
Ouemtion 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)
1 / Q '� 00 82,764.00 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
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 malling paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: 2019PermitRenewal a@ncdenr gov

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.$2$,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: 4 Title: yry:5-j�sri
Signature: Date:
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:2019PermitRenewal@ncdenrgov
FORM: RENEWAL-STATE GENERAL 02/2019

Version—November 26,2018
• Mortality Management ement Methods
Indicate which methods) 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 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.
DRendering at a rendering plant licensed under G.S. 106-168.7.'
Complete incineration according to 02 NCAC 52C .0102.
aA composting system approved and permitted 6y* the NC Department of Agriculture&Con-
E] sumer Services Veterinary Division(attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only,placing in a disposal pit off-a size and design approved by the
E] 11 NC Department of Agriculture&Consumer Services(G.S. 106-549.70).
Any method which, in the professional opinioneof the State Veterinarian,would.make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
F-1
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.
3OF -/ /�
Signature of Farm Owner/Manager Date
3
Signature of 71chnical Specialist Date

Animal Waste Management System Operator Designation Form
WPCSOCC
NCAC 15A 8F.0201
Facility/Farm Name: Sutton Brothers Farms
Permit#: AWS310176 Facility ID#: 31 _ 176 County: Duplin
Operator In Charge(OIC)
Name: Kyle Davis Sutton
First Middle Last Jr,Sr,etc.
Cert Type/Number: AWA 994947 Work Phone: ( 252 ) 560 - 5560
Signature: b111 VIle Date: /0/f Z/10
"I certify that I agree to my designation as the Operator in Charge for the facility noted.I understand and will abide by the rules
and regulations pertaining to the responsibilities set forth in 15A NCAC 08F.0203 and failing to do so can result in Disciplinary
Actions by the Water Pollution Control System Operators Certification Commission."
Back-up Operator In Charge(Back-up OIC) (Optional)
First Middle Last Jr.Sr,etc.
Cert Type/Number: Work Phone: ( )
Signature: Date:
"I certify that I agree to my designation as Back-up Operator in Charge for the facility noted.I understand and will abide by the
rules and regulations pertaining to the responsibilities set forth in 15A NCAC 08F.0203 and failing to do so can result in
Disciplinary Actions by the Water Pollution Control System Operators Certification Commission."
Owner/Permittee Name: Kyle D. Sutton on behalf of Sutton Brothers Farms, Inc.
Phone#:(252 560 -5560 Fax#:
Signature: gw- Date: /,9//2'/Zo/ 7
(Owner or authorized agent)
Mail or fax to: WPCSOCC
1618 Mail Service Center
Raleigh,N.C.27699-1618
Fax:[phone]
(Retain a copy of this form for your records)
Revised WOW

Notification of Change of Ownership
Animal Waste Management Facility
(Please type or print all information that does not require a signature)
In accordance with the requirements of 15A NCAC 2H.0217(a)(1)(H)(xii)this form is official notification to the Division of
Water Quality(DWQ)of the transfer of ownership of an Animal Waste Management Facility. This form must be submitted
to DWQ no later than 60 days following the transfer of ownership.
General Information:
Previous Name of Farm: R&L Farms Facility No: 31-176
New Name of Farm: Sutton Brothers Farms
Previous Owner(s)Name: William L.Sutton Phone No: [phone]
New Owner(s)Name: Sutton Brothers Farms,Inc. Phone No: [phone]
Mailing Address: 436 Billy Mathews Lane Turkey,NC 28393-8822
Farm Location: Latitude and Longitude: 350 1'56.3"N/770 54' 11.97"W County: Duplin
Please attach a copy of a county road map with location identified and describe below(Be specific:road names,directions,
milepost,etc.): 233 Kirby Quinn Road Kenansville,NC 28349
Operation Description:
Type of Swine No. of Animals Type of Poultry No. of Animals Type of Cattle No. of Animals
O Wean to Feeder 0 Layer O Dairy
9 Feeder to Finish 3,600 O Pullets O Beef
13 Farrow to Wean
O Farrow to Feeder
O Farrow to Finish Other Type of Livestock: Number of Animals:
O Gilts
1]Boars
Acreage Available for Application: 30 Required Acreage: 25
Number of Lagoons/Storage Ponds: I Total Capacity: 577,800 Cubic Feet(ft3)
************************************************************************************
Owner/Manager Agreement
I(we)verify that all the above information is correct and will be updated upon changing. I(we)understand the operation and
maintenance procedures established in the Certified Animal Waste Management Plan (CAWMP) for the farm named above
and will implement these procedures. I(we)know that any modification or expansion to the existing design capacity of the
waste treatment and storage system or construction of new facilities will require a permit modification before the new animals
are stocked. I (we) understand that there must be no discharge of animal waste from the storage or application system to
surface waters of the state either directly through a man-made conveyance or from a storm event less severe than the 25-year,
24-hour storm and there must not be run-off from the application of animal waste. I(we)understand that this facility may be
covered by a State Non-Discharge Permit or a NPDES Permit and completion of this form authorizes the-Division of Water
Quality to issue the required permit to the new land owner.
Name of Previous Land Owner: ,William L.Sutton
Signature: 0 AW, Date: /o%Z/?�/7
Name of New Land Owner: Kyle D.Sutton on behalf of Sutton Brothers Farms,Inc.as its Manaaer
Signature: W' Date: Al Z /
Name of Manager(if different from owner):
Signature: Date:
Please sign and return this form to: N.C.Division of Water Quality
Aquifer Protection Section
Animal Feeding Operations Unit
1636 Mail Service Center
Raleigh,NC 27699-1636
November 1,2004

Nutrient Management Plan For Animal Waste Utilization
08-28-2017
This plan has been prepared for: This plan has been developed by:
Sutton Brothers Farms (31-176) Ronnie G. Kennedy Jr.
Kyle D. Sutton Agriment Services, Inc.
436 Billy Mathews Lane PO Box 1096
Turkey, NC 28393-8822 Beulaville, NC 28518
[phone] 252-568-2648
Deve 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.
/4//-At=�-
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 B
PP Y
echnical Specialist Signature Date
595466 Database Version 4.1 Date Printed: 08-28-2017 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.
F
Swine Feeder-Finish Lagoon Liquid waste generated 3,337,200 gals/year by a 3,600animal 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
ast 6015
ated 7218
Injected 7218
Irrigated 6015
Max. Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(Ibs)* Applied 0bs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 6,015 9454 -3,439 5,245,022 -1,907,822
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.
595466 Database Version 4.1 Date Printed: 08-28-2017 Source Page 1 of I

Narrative
(08-28-2017)-Updated new owner information.
(01-22-2015)-This plans rates come from the 12-10-2002 waste plan completed by Toni W.King.
---------------------------------------------------------------------------------
595466 Database Version 4.1 Date Printed: 08-28-2017 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 RJTons
651 Pull 10 5.32 5.32 N/A Autryville Small Grain Overseed 1
Hybrid Bermudagrass Hay 5
651 Pull 4 3.04 3.04 N/A Autryville Small Grain Overseed 1
Hybrid Bermudagrass Hay 5651 Pull 5 3.64 3.64 N/A Autryville Small Grain Overseed 1
Hybrid Bermudagrass Hay 5.5 Tons
651 Pull 6 1.51 1.51 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
651 Pull 7 2.66 2.66 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
651 Pull 8 2.64 2.64 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
651 Pull 9 3.93 3.93 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
71731 Pull 1 2.19 2.19 N/A Kalmia Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 6.5 Tons
r71731
731 Pull 2 1.58 1.58 N/A Marvyn Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 6.0 Tons
Pull 3 1.97 1.97 N/A Marvyn Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 6.0 Tons
PLAN TOTALS: 28.48 28.48
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-Till(778),and edge-of-field practices such as Filter Strips(393)and
Riparian Forest Buffers(391).
595466 Database Version 4.1 Date Printed 8/28/2017
PCS 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 Conm Res. Manure Liquid Solid Liquid Solid Manur
PA Fert. (lbs/A PA ManureAl Manure Manure Applied
Nutrient Nutrient NutrienV plied Applied Applied (Field)
Req'd Applied pplied (acre) (acre) (Field)
(lbs/A) (lbs/A) (lbs/A)
Source Total Use. APPbc• I Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
651 Pull 10 S7 Autryville 5.32 5.32 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 147.57 0.00
651 Pull 10 S7 Autryville 5.32 5.32 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 *275 0 0 Irrig. 275 152.56 0.00 811.64 0.00
651 Pull 4 S7 Autryville 3.04 3.04 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 84.33 0.00
651 Pull 4 S7 Autryviile 3.04 3.04 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 *275 0 0 brig. 275 152.56 0.00 463.80 0.00
651 Pull 5 S7 Autryville 3.64 3.64 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 100.97 0.00
651 Pull 5 S7 Autryville 3.64 3.64 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 *275 0 0 Irrig. 275 152.56 0.00 555.33 0.00
651 Pull 6 S7 Autryville 1.51 1.51 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 41.89 0.00
651 Pull 6 S7 Autryville 1.51 1.51 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 *275 0 0 Irrig. 275 152.56 0.00 230.37 0.00
651 Pull 7 S7 Autryville 2.66 2.66 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 73.79 0.00
651 Pull 7 S7 Autryville 2.66 2.66 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 *275 0 0 Irrig. 275 152.56 0.00 405.82 0.00
651 Pull 8 S7 Autryville 2.64 2.64 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 73.23 0.00
651 Pull 8 S7 Autryvillc 2.64 2.64 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 *275 0 0 Irrig. 275 152.56 0.001 402.77 0.00
651 Pull 9 S7 Autryville 3.93 3.93 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 109.01 0.00
651 Pull 9 S7 Autryville 3.93 3.93 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 *275 0 0 Irrig. 275 152.56 0.00 599.58 0.00
71731 Pull 1 S7 Kalmia 2.19 2.19 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.741 0.00 60.75 0.00
71731 1 Pull 1 S7 Kalmia 1 2.19 2.19 Hybrid Bermudagrass Hay 6.5 Tons 3/1-9/30 *325 0 0 Irrig. 3251 180.30 0.00 394.861 0.00
5954 Database Version 4.1 Date Printed: 8/28/20 WUT Page f 2

Waste Utilization Table Year 1
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid Manur
PA Fert. (lbs/A) PA ManureA Manure Manure Applied
Nutrient Nutrient NutrientP plied Applied Applied (Field)
Req'd Applied ppGed (acre) (acre) (Field)
(lbs/A) (lbs/A) (lbs/A)
Source Total Use. Applic. Applic. 1000
Tract I Field ID Soil Series Acres Acres I Crop RYE Period N N N Method N gal/A I Tons 1000 gals tons
71731 Pull 2 S7 Marvyn 1.58 1.58 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 43.83 0.00
71731 Pull 2 S7 Marvyn 1.58 1.58 Hybrid Bermudagrass Hay 6.0 Tons 3/1-9/30 *300 0 0 Irrig. 300 166.43 0.00 262.97 0.00
71731 Pull 3 S7 Marvyn 1.97 1.97 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 54.65 0.00
71731 i Pull 3 rS7Marvyn 1.97 1.97 Hybrid Bermudagrass Hay 6.0 Tons 3/1-9/30 *300 0 0 brig. 300 166.431 0.00 327.88 0.00
Total Applied, 1000 gallons 5,245.02-
Total Produced,1000 gallons 3,337.20
Balance, 1000 gallons -1,907.82
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.
5954 Database Version 4.1 Date Printed: 8/28/20 WUT Page 2f 2

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)
651 Pull10 Autryville 0.60 1.0
651 Pull Autryville 0.60 1.0
651 Pull Autryville 0.60 1.0
651 Pull Autryville 0.60 1.0
651 Pull? Autryville 0.60 1.0
651 Pull Autryville 0.60 1.0
651 Pull Autryville 0.60 1.0
71731 Pull Kalmia 0.50 1.0
71731 Pull Marvyn 0.50 1.0
71731 Pull Marvyn 0.50 1.0
595466 Database Version 4.1 Date Printed 8/28/2017 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
Crop PAN 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
Corn 120 bu 150 14.69 40.44 80.88 121.32
Hay 6 ton R.Y.E. 300 29.38 20.22 40.44 60.66
Soybean 40 bu 1 160 15.67 37.91 75.82 113.74
595466 Database Version 4.1 Date Printed: 08-28-2017 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.
Available for a Capacity
Source Name Swine Feeder-Finish Lagoon Liquid Design Storage Ca aci Da s)
Start Date 9/1 180
Plan Year Month Available Storage Capacity(Days)
1 1 80
1 2 69
1 3 104
1 4 123
1 5 180
1 6 180
1 7 180
1 8 180
1 9 180
1 10 166
1 11 153
1 12 131
*Available Storage Capacity is calculated as of the end of each month.
----------------------------------------------------
595466 Database Version 4.1 Date Printed: 08-28-2017 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).
595466 Database Version 4.1 Date Printed: 8/28/2017 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
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.
----------------------------------------
595466 Database Version 4.1 Date Printed: 8/28/2017 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.
----------------------------------------------------------------------------------
595466 Database Version 4.1 Date Printed: 8/28/2017 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.
----------------------------------------------------------------------------------
595466 Database Version 4.1 Date Printed:8/28/2017 Specification Page 4

Crop Notes
The following crop note applies to field(s): Pull 1
Bermudagrass Coastal Plain,Mineral Soil,Moderately Well Drained.
Adaptation: Well-adapted.
In the Coastal Plain,hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31.Cover sprigs 1"to 3"
deep(1.5"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind.For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows,spaced 2'to 3' in the row.Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions.Tifton 44 spreads slowly,so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime,phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance.Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July.For established stands apply 180 to 240
lb/ac N annually in split applications,usually in April and following the first and second hay cuts.
Reduce N rates by 25%for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): Pull 2,Pull 3
Bermudagrass Coastal Plain,Mineral Soil,Moderately Well Drained.
Adaptation: Well-adapted.
In the Coastal Plain,hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1"to 3"
deep(1.5"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows,spaced 2' to 3' in the row.Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions.Tifton 44 spreads slowly,so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime,phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance.Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July.For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25%for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
---------------------------------------------------------------------------------
595466 Database Version 4.1 Date Printed: 08-28-2017 Crop Note Page 1 of 3

The following crop note applies to field(s): Pull 10,Pull 4,Pull 5,Pull 6,Pull 7,Pull 8,Pull 9
Bermudagrass Coastal Plain,Mineral Soil,Moderately Well Drained.
Adaptation: Well-adapted.
In the Coastal Plain,hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 3 L 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 1001b/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.
The following crop note applies to field(s): Pull 1
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.
---------------------------------------------------------------------------------
595466 Database Version 4.1 Date Printed: 08-28-2017 Crop Note Page 2 of 3

The following crop note applies to field(s):Pull 2,Pull 3
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): Pull 10,Pull 4,Pull 5,Pull 6,Pull 7,Pull 8,Pull 9
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
t
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2"deep.Adequate depth control is
essential.Review the NCSU Official Variety"green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions.Apply no more
than 301bs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time.The remaining N should be applied during the months of February-March.
----------------------------
595466 Database Version 4.1 Date Printed: 08-28-2017 Crop Note Page 3 of 3

t•
T 651 (Fl)
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SPRAY FIELD
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T-71731 FZ
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7/20/2015 8:0, AM, 1:450

EX]-HBBTT D-I
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Flame: an w 06, County: ,p4
Address: Wor,r(
12C.W.69;li. 'kill S Date: a 91
Telephone:
TABLE 1 - Field Specifications
Approximate Maximum
Maximum Maximum Application
Useable Size Application per Irrigation
Fieldl ofFleld2 Slope Raid Cycic3
Number (acres) Soil Type (%) Crop(s) (In/hr) (inches) Comments
T 7/7-3 I' /7CC o •So o ho •So
t l Awe a-8" •sc� o
S� • 6 o -Sc1• o o
GA t� . U - -So /•o l• O
'See attached map.
2Total field acreage minus required buffer areas
31Zefer to N. C IrTigalion Guide, Field Office Technical Guide,Section 11 Annual application must not exceed the agronomic rates for the soil and crop used.
NKCS, NC
J 1996

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BIG GUN® PERFORMANCETABLE, U.S. UNITS
100 SERIES BIG GUNS — 240 TRAJECTORY**
100 T TAPER BORE NOZZLES
Nozzle Nozzle Nozzle Nozzle Nozzle Nozzle Nozzle NO2z10 Nozzle N01240
PS I. GPM'.5�DIA. GPM
.55 OIA. GPM 61 DIA. GPM.65.OIA. GPM 7 DIA. GPM 75•DtA. GPM 81 OIA. GPM.85.OIA. GPM 9. DIA I GPM t o DIA
50 SO 205' 64 215, 74 22S' 87 235' 100 245' 115 256' 130 265' 150 273' 165 280' 1 204 3)0' i
70 60 225' 75 238' 88 250' 103 263' 120 275' 136 283' 155 295' 177 302' 197 3+0' 243 3
90 68 245' 83 258' t00 270' 117 283' 135 295' 155 MWASM
306' 175 315' 201 326' 223 335' 274 ;
110 T76 265' 92 278' 111 290' 129 303' 150 315' 171 324' 195 335' 1 222 34a 247 355' 30: 3.30'
'Availaole only with F 100 S SR 100. —
100 R RING NOZZLES 100 DN DIFFUSER NOZZLES
PSI 71 RING .77 RING .81 RING .86 RING .89 RING .93 RING .96 RING 0.5 ON 0.6 ON 0 7 ON 0 8 D-N
GPM OIA GAM OIA GPM DIA GPM DIA GPM DU GPM OtA GPM DIA GPM OIA GPM DIA GPM DIA GPM DIA
40 66 208 78 212 91 215 103 224 118 235 134 238 152 242 45 154 66 168 9+M182 1+8 +90
60 8t 235 98 240 110 245 126 260 141 270 164 275' 183 280
MOMMIMMOMEM
— — 110 200 143 2+6
80 94 255 111 265 127 275 145 286 163 300 189 305 211 315 ' ra�•ts
100 105 270 124 280 142 295 182 305 182 320 212 325 236 335
HAMM-it
•'Tn,1 Diameter of throw is approximately 3%less for the 21•trajectory angle,6%lest for 18! ` '""
150 SERIES BIG GUNS — 240 TRAJECTORY**
150 T TAPER BORE NOZZLES
Nozzle Nozzle Nozzle
8•
.7' Nozzle Nozzle Nozzle NOiitE —�
P.S.1. GPM DIA. GPM DIA. GPM�• DlA 1.0' 13"
GPM DIA. GPM DIA. GPM 1 2. OIA. GPM 1 3' OIA.
60 Ito 265' 143 285' 182 305' 225 325' 275 345' 330 365' 385 . 380'�
60 128 290, 166 310' 210 M. 260 355' 315 375'
380 395' 445 410'
100 143 310' 185 330' 235 355' 290 375' 355 400' 425 420' 5
oo
120 t57 330' 204 350' 258 375' 320 395' 385 a20' 465 440 5;Q ="'1
150 R RING NOZZLES
Ring Ri RingRing.86" P 108 1.18' 9 Ring A,ry
PS t. GPM DIA. GPM OIA. GPM DIA. GPM--`OIA. GPM OIA.
OIA. GPM 34
'DIA l GP t:t
.� M :)iA
60 110 260, 143 250' t .35q 182 300' 225 315' 275 335' 330 350' 385 365
60 128 280• 165 300' 210 320' 260 340' 315 360' 380 380' 5��3to
100 143 300' 185 320' 235 340' WWIMT= zs7=05 r`a
290 360' 35S 380' a25 400• Soo 415.
t20 t57 315, 204 335' 258 380'
'•Tne dtameler DI throw is a 320 380' 385 400' 465 a20' I Say a
pproximately 3%leas!or the 21•trajeclory angle.
200 SERIES BIG GUNS - 270 TRAJECTORY**
200 T TAPER BORE NOZZLES
Nozzle Nozzle Nozzle Nozzle Nozzle
1.05, 1.1• 1.2• 1.3' 1.4• 1.Nozzle Nozzle Nozzle Nozzle19.
PSI GPM OIA. GPM DIA. GPM OIA. GPM DIA. GPM DIA. GPM 5•DIA. GPM t 6•DIA. GPM 75�DIA 1 9
GPM p1A
70 270 360, 310 380' 355 395 415 410' 4 L•A
80 430' 555 450' 630 465' 755 a95 •890 515.
90 310 390, 360 410' 405 425' 475 445'
545 465' 625 485' 715 505' 655 535' I 1005 555'
t 10 340 410' 390 430' aa5 450' S25 470' 11l3fi0r5Z'SS;
60S 495' 695 515, 790 535' 945 $65' t+to 590'
130 370 a25' 425 say' a85 465' I� t 160;'�.'.8ozim 565 465' 655 515' 755 540' 860 560' 1025 .590' J�•1210 620_
200 R RING NOZZLES
t 'G'Ring I •Ring 1 ' •Ring
PS.I (1.29,actual) (1.46'actual) (t 56 actual) 1 1f1'Ring 1 tr.,p Ring 1 ,/,Ring 2 �,n�
GPM DIA. GPM DIA. GPM DIA. (1.66'actual) (1.74'actual) (1.83'actual) i 1193- ay.a:,
GPM DIA. GPM OIA. GPM OIA GPM O$A
60 ' 250 340' 330 370'
Wdi 385 390' 445 a 10' 515 425'
585 a40• 695 455
80 290 370, 380 400' 7.55.rYe:4IS ;:`i
MIA aa5 a20' S15 440' 590 455• 675 470' 805 :90
1.00 325 390• a25 425' S00 aa5' vanzam '�; '.8 ::: �bOSii '�
575 465' 660 460' 7!,'. Soo, 900 52C
tea 355 410' 465 445' 545 465' 1 530 4
85' 725 500' 825 520' 985 5115
he Orameler of Wow is approximately 2%less for the 240 trajectory angle,S%leas for the 21•trajectory angle. 1C$sm�!ib0511M
Tne BIG GUNS performance data has boon obtained under ideal test conditions and may be adversely affected by wind,poor hydraulic entrance conditions or otnet la:t�;rs
Nelson Irrtgalion Corporation makes no representation regarding droplel condition.unante av nr Annitr zt-.,.

ro�
Operator.---=---------_ _________-_____====>Lynn : _ton
Count
Date:====--==-----------===== ====---------->02/26/92
--------------------------
n,las
. . to nearest residence (other than owner) : f t .
(farrow to finish) :____________________>
(farrow to f eeder) .____________________>
head (finishing only) .______________________> 3600
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 (ft . ) .____________________________> 1
Side slopes (inside lagoon) .________________> 2 . 5 1
Inside top length (ft . ) 415
Inside top width (ft. ) :_____________________> 200
Top of dike elevation (ft . ) :________________> 60
Bottom of lagoon elevation (ft . ) .--_____--__> 48
Seasonal high water table (SHWT) elev. (ft . ) :_>
Total required volume:_____________> 704976 cu. ft.
Actual design volume:==---------===>70.7529. 17 cu. ft.
Stop pumping el . (> or = to 0 . 0 ft SHWT> ` f t.
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NAME*.. ' G tt PAGE 2
Lynn u on
ADDRESS: Kenansvi | | e, NC
AND SIZE 2880 Topping
,F OPERATION Carro | | s
CLASS 1V
DESIGNED BY Jimmy Vinson
DATE 5-1-90
APPROVED BY
DATE
PERMANENT STORAGE
2880 Hogs x 135 | bs per ho ' 1 Cu Ft per I . 388800 Cu Ft
TEMPORARY STORAGE
388800 | bs of animal x 1 .35 cu. ft. of waste per day 94478 Cu Ft
per 1000 | bs of an | mal wt. x 180 days
RAINFALL LESS EVAPORATION
T" X 68450 sq" ft. surface area per 12"per ft 39929 Cu Ft
" ^ " "
RAINFALL - 25 YR. 1 DAY STORM
7.5" X 68450 sq. ft. of surface area per 12" per ft . 42781 Cu Ft
. . TOTAL STORAGE NEEDED 565989 Cu Ft
20963 Cu Yds
TOTAL STORAGE AVAILABLE 577800 Cu Ft
21400 Cu Yds
'
AMOUNT - OF FILL DIKE 195472 Cu Ft
PAD 99488 Cu Ft
-------~-
TOTAL 294910 Cu Ft
' SETTLEMENT 10X 29491 Cu Ft
----------
TOTAL*. AMOUNT OF FILL 324401 Cu Ft
` 12015 Cu Yds
CUT TO FILL RATIO
TOTAL EXCAVATION 421053 Cu- Ft
1 "3: 1 . ' 15595 Cu Yds
. .
.
~~.~
. �
` �

PAGE
AME. Lynn Sutton
OPERATION AND MAINTENANCE
Th i s I agoon i s des i gned for- waste treatment w i th m i n i mum -.- d or
controI . The time required for- the pIanned fluid I eve I to be
reached may vary due to so i I coed i t i ons , f I ush i ng operat i ons, and
the amount of fresh water- added to the system„
Land application of waste water is recognized as an acceptable
method of disposal . Irrigation by using center pivot , gun, or-
traveler is the preferred and most efficient method to dispose of
the effluent from the lagoon. Care should be taken when applying
waste to prevent damage to the crops and to prevent runoff from
the fields„
The following items are to be carried cout
1 . Begin pump-out of the lagoon when fluid level reaches invert
of the outlet pipes or at a pre-determined elevation .
r. � c
2„ Stop pump-out before the lagoon c depth is less than r_. feet
deep or at a pre-determined depth „ (This pr-events the loss of
favorable bacteria)
3. The recommended amount to apply per irrigation is one inch ,
(","If
d maximum recommended application rate is 0.5 inch per hour.
4. It is recommended that the treatment lagoon be prechar-ged to
1/2 its capacity to prevent excessive odors during beginning
stages of the operation„ Prechar-g i ng reduces the concentration of
the initial waste entering the lagoon thereby reducing odors„
Solids should be covered with water- at all times .
5. Keep vegetation on the embankment and areas around the lagoon
and buildings mowed.
6.. Repair any eroded areas and establish in vegetation .
T. The Clean dater Act of 1977 prohibits the discharge of
pollutants into waters of the United States . The Department of
Environment, Health, and Natural Resources, Wastewater-
Management Section, has the responsibility for enforcing this
law.
S. All surface water is to be diverted from the lagoon to an
adequate and stable outlet.
CERTIFICATION:
I '"Hereby certify that I understand the operation and maintenance
requirements stated above. Furthermore, I understand how many
res are required in order to land apply the waste and that
lagoon may have to be pumped 2 or more times a year. This
aes i gn has been explained to me and I agree with all provisions
stated in the design„ I also certify that there are no residence
other- than mine or my tenants ' within 750 feet of this operation.
I understand that compliance with this design DOES NOT prevent
someone from suing me because of nuisance or other reasons .

. .
NAME: Lynn Sutton
PPROXIMATE ANNUAL NITROGEN (N) AND PHOSPHORUS (P) PRODUCTlON
N: 68118 LB P: 19868 LB
TONS OF WASTE STORED: 5669
BEFORE ANY EFFLUENT IS APPLIED TO THE LAND IT SHOULD BE ANALYZED
TO DETERMINE THE EXACT NUTRIENT CONTENT. THE NCDA LABORATORY
IN RALEIGH PERFORMS WASTE ANALYSES. YOU SHOULD CONTACT
AGRONOMIC SERVICES DIVISION
NCDA, BLUE RIDGE ROAD CENTER
RALEIGH N.C. 27611
PHONE: [phone]
WHEN APPLYING THE EFFLUENT TO CROPLAND IT SHOULD BE DISK AND A
COVER CROP SEEDED OR A ROW CROP PLANTED TO PREVENT EROSION.
SOME OF THE EFFLUENT COULD BE USED FOR IRRIGATION PURPOSES
DURING THE GROWING SEASON.
LAND REQUIREMENTS FOR WASTE APPLICATION
. . 2880 capacity Feeder to Finisb operation: .
Land Avail . Land Required
0.0 54.7 ac . of cropland planted to corn
26.0 25.3 ac . of coastal bermudagrass--grazed
0.0 20.7 ac . of coastal bermuda8rass--hay
0.0 40.3 a� . of fescue--grazed
�
102.6 percent of land required is available
0 sow Farrow to Feeder operation:
Land Avail . Land Required
0 {).A ac . of crop / and planted to corn
{) 0.0 ac . of coastal bermuda3rass--grazed
0 t).{) ac . of coastal bermuda8rass--hay
<) ' 0°0 ac . of fescue--grazed
ERROR percent of / and requirmd / s available
0 sow Farrow to Finish operation:
Land Avail . Land Required
0 0.0 ac of cropland planted to corn
A 0.0 ac . of coastal bermudagrass--grazed
0 0"0 ac . of coastal bermuda8rass-~hay
0 0.0 ac . of fescue--grazed
ERROR percent of land required is available
BEGIN PUMPING THE EFFLUENT WHEN
THE FLUI� LEVEL REACHES
«
~~ ' _OW-M __ Pi_ ft------»IA------
DO NOT LOWER THE FLUID ANY ^
1111* WER THAN
� '�
� --n~-�--����-------------------
, GALLONS TO BE PUMPED EVERY 6 MONTHS 1328916 gallons
THE EFFLUENT SHOULD BE APPLIED AT A RATE THAT WILL NOT CAUSE ANY
RUNOFF ONTO SURROUNDING AREAS OR LEACHING INTO THE GROUND WATER
RECOMMENDED APPPLICATION RATE IS 0.5 INCHES PER HOUR AND THE

NAME: Lynn Sutton PAGE 5
EED
IN8 SPECIFICATIONS
AREA TO BE SEEDED 4 AC.
APPLY THE FOLLOWING
4000 LBG. 8-8-8 FERTILIZER
8 TONS DOLOMITIC LIMESTONE
400 BALES SMALL GRAIN GI-RAW
USE THE SEED MIXTURE
INDICATED
( ) 200 LB8. FESCUE GRASS
(X) 140 LBS^
( ) 200 LBG. BAHIA GRASS
" ( > 16 ,;LBG. WEEPING LOVE GRASS ,
48 LBG. HULLED BERMUDA GRASS
,)
80 LBG. UNHULLED BERMUDA GRASS
^
^.'IVERT ALL WATER TO A STABLE OUTLET
THE NEAREST RESIDENCE IS 1500 FT.
T.B.M. 50.0 ft. ELEVATION
'
DESCRIPTION Nail in power pole next to old house.
VERY IMPORTANT ~ PLEASE READ CAREFULLY
-----~---~----------------------------
THE LAGOON AND THE AREA AROUND THE HOG HOUSES MUST BE SEEDED WITH
EITHER A TEMPORARY OR PERMANENT GRASS, DEPENDING ON THE TIME OF THE
YEARv WITHIN THIRTY (30) DAYS FROM THE TIME THE BUILDINGS ARE COM-
PLETED AND READY FOR USE. (WE RECOMMD THAHAT THE LAGOON AREA, SIDE
SLOPES, DRAINS AND ETC. . AS WELL AS THE SIDE SLOPES OF THE PAD BE
SEEDED WITHIN FIFTEEN ( 15) DAYS AFTER CONSTRUCTION. THE SOIL WILL
NOT DRY OUT AS MUCH IF SEEDED WITHIN THIS TIME FRAME WHICH WILL
RESULT IN A MUCH BETTER STAND OF GRASS. )
'.
`

NAME am Lynn Sutton PAGE 6
DEPTH [AREA OF TOP + AREA OF BOTTOM + 4 :X AREA OF Ivl I DSEC:T T i--ill]
LUME _ --------- --------------------------------------------------
6.0 :_7
VOLUME
6 7
�.:-:p i s 1.7 5 X 11!= 4 145 ., _!
VOLUME -- ---- - ---- ____________________________.___________------____ —
6 a 0 a v n 27
VOLUME -- ---__.___-_.
6.0 27
577800.0 CU. FT.
VOLUME -- _________
•f 0
VOLUME = 21400.0 CU a YDS. ,
565,988.
r5. .^..',:1 i. needed
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04 . � ,

PAGE
NAME: Lynn Sutton
OPERATION AND MAINTENANCE
This lagoon is designed for waste treatment with minimum odor
control . The time required for the planned fluid level to be
.reached may vary due to soil conditions, flushing operations, and
-the amount of fresh water added to the system.
Land application of waste water is recognized as an acceptable
method of d i sposa I . Irr i gat i can by us i rig center- p i vot , gun, or
traveler is the preferred and most efficient method to dispose of
the eff I uent from the I agoon. Care shuu I d be taken when app I y i rig
waste to prevent damage to the crops and to prevent runoff from
. the fields.
The following items are to tee carried out:
1 . Begin pump-out of the lagoon when fluid level reaches invert
of the outlet pipes or at a pre-determined elevation . ,
2. Stop pump-out -before the lagoon depth is less than 6 feet
deep or at a pre-determined depth . (This prevents the loss of
favorable bacteria)
The recommended amount to apply per irrigation is one inch ,
and maximum recommended app I i cation rate is 0.5 inch per hour-.
It is recommended that the treatment lagoon tee precharged to
1/2 its capacity to prevent excessive odors during beginning
stages of the -iperation.. Precharging reduces the concentration of
the initial waste entering the lagoon thereby reducing odors.
Solids should be covered with water- at all times .
5. Keep vegetation on the embankment and areas around the lagoon
and buildings mowed.
d',p Repair- any eroded areas and establish in vegetation .
7. The Clean Dater Act of 1977 prohibits the discharge of
pollutants into waters of the United States . The Department of
Environment, Health, and Natural Resources, Wastewater-
Management Section, has the responsibility for enforcing this
law.
8. All surface water is to be diverted from the lagoon to an
adequate and stable outlet.
CERTIFICATION:
I hereby certify that I understand the operation and maintenance
requirements stated above. Furthermore, I understand how many
acres are required in order- to land apply the waste and that
7ignIagoon may have to be pumped 2 or more, times a year-. This has been explained to me and I agree with all provisions
stated in the design. I also certify that there are no residence
other- than mine or my tenants ' within 750 feet of this operation .
I understand that compliance with this design DOES NOT prevent
someone from suing me because of nuisance or other- reasons .
Si .-;nature Date rp

NAME: Lynn Sutton
APPROXIMATE--ANNUAL NITROGEN (N) AND PHOSPHORUS (P) PRODUCTION
N: 68118 LB P: 19868 LB
TONS OF WASTE STORED: 5669
BEFORE ANY EFFLUENT IS APPLIED TO THE LAND IT SHOULD BE ANALYZED
TO DETERMINE THE EXACT NUTRIENT CONTENT. THE NCDA LABORATORY
IN RALEIGH PERFORMS WASTE ANALYSES. YOU SHOULD CONTACT
AGRONOMIC SERVICES DIVISION
NCDA9 BLUE RIDGE ROAD CENTER
RALEIGH N.C. 27611
rj ,� _-f fF5
PHONE: 1 —( ti:�•_ a...�•ti.•1.�,1
WHEN APPLYING THE EFFLUENT TO CROPLAND IT SHOULD BE DISK AND A
COVER CROP SEEDED OR A ROW CROP PLANTED TO PREVENT EROSION.
SOME OF THE EFFLUENT COULD BE USED FOR IRRIGATION PURPOSES
DURING THE GROWING SEASON.
LAND REQUIREMENTS FOR WASTE APPLICATION
2880 capacity Feeder to Finish operation:
Land Avail . Land Required
0.0 54.7 ac . of cropland planted to corn
26.0 25 ac . of coastal Bermuda rass-- razed
0.0 20.7 ac . of coastal bermudagrass--hay
0.0 40.3 ac . of fescue--grazed
102::�.6 percent of land required is available
0 sow Farrow to Feeder- operation
Land Ava i I . Lane Required
0 0.0 ac . of cropland planted to corn
0 0.0 ac . of coastal bermudagrass--grazed
0 0.0 ac . of coastal bermudagrass--hay
0 0.0 ac . of fescue--grazed
ERROR percent of land required is available
0 sow Farrow to Finish operation:
Land Avail . Land Required
0 0.0 ac . of cropland planted to corn
0 0.0 ac . of coastal bermudagrass--grazed
0 0.0 ac . of coastal bermudagrass--hay
0 0.0 ac . of fescue--grazed
ERROR percent of land required is available
BEGIN PUMPING THE EFFLUENT WHEN
THE FLUID LEVEL REACHES
DO NOT LOWER THE FLUID ANY
LOWER THAN A-e--------------------
,LONS TO BE PUMPED EVERY 6 MONTHS 1328916 gallons
THE EFFLUENT SHOULD BE APPLIED AT A RATE THAT WILL NOT CAUSE ANY
RUNOFF ONTO SURROUNDING AREAS OR LEACHING INTO THE GROUND WATER
RECOMMENDED APPPLICATION RATE IS 0.5 INCHES PER HOUR AND THE
MA`%'TMI IM RF•rnMMPKinF=T) APPI T(`'ATTt IN AhrFO INT Tfi 1 TNC,:H F'FF' TRRGATTO 'l

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids ( 'Flush system is designed and operated
sufficiently to remove accumulated
soilds from gutters as designed.
(�emove 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 (44Aaintain 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 (1 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
.s
solids in filter strips around feed storage as needed.
i
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).
.MIC--November 11, 1996

Dry Manure Handling Accumulations of animalbasise. .7-10 day
wastes ()Remove spillage on a routine (e.g. Y
Systems interval during summer; 15-30 days interval during
winter) where manure is loaded for land application
or disposal.
() Provide for adequate drainage around manure stockpiles.
()Inspect for and remove or break up accumulated wastes
in filter stripes around stockpiles and manure handling
areas as needed.
The issues checked W/ertain to this operation. The landownerfintegrator agrees to use sound judgment in applying
insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been reviewed with me.
t
(L downer Sig (ature)
R+ 1., f7arKl
(Farm Name)
31 -1 %
(Facility Number)
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University,Raleigh, NC
7695-7613.
AMIC--November 11, 1996

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)

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BMP's to Minimize Odor Site Specific Practices
Farmstead Swine production egetative or wooded buffers;
(4-Recommended best management
practices;
(%Y600d judgment and common sense
Animal body surfaces Dirty manure-covered animals (46ry floors
Floor surfaces Wet manure-covered floors (4*41otted floors;
(�Alaterers located over slotted floors;
() Feeders at high end of solid floors;
(-Scrape manure buildup from floors;
(underfloor ventilation for drying
Manure collection pits Urine (4,Krequent manure removal by flush,pit
recharge,oc scrape
Parital micorbial decomposition ()'Underfloor ventilation
Ventilation exhaust fans Volatile gases; ( F n maintenance;
Dust ( Efficient air movement
Indoor surfaces Dust ( ashdown between groups of animals
O Feed additives;
() Feeder covers; _
(}Feed delivery downspout extenders to
feeder covers
C"'Nush tanks Agitation of recycled lagoon (}Flush tank covers
liquid whiles tanks are filling () Extend fill lines to near bottom of
tanks with anti-siphon vents
Flush alleys Agitation during wastewater nderfloor flush with underfloor
conveyanance ventilation
Pit recharge points Agitation of recycled lagoon ()Extend rechard lines to near bottom of
liquid while pits are filling pits with anti-siphon vents
Lift stations Agitation during sump tank filling ()Sump tank covers
and drawdown
Outside drain collection Agitation during wastewater () Box covers
or junction boxes conveyance
End of drainpipes at lagoon Agitation during wastewater () Extend discharge point of pipes
underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions ( roper lagoon liquid capacity
Biological mixing (}'Correct lagoon startup procedures
Agitation (+04inimum surface area-to-volume ratio
(4inimum agitation when pumping
()Mechanical aeration
()Proven biological additives
Irrigation sprinkler nozzles High pressure agitation (%rfrrigate on dry days with little or no wind
Wind draft (-Minimum recommended operation pressure
(dump intake near lagoon liquid surface
()Pump from second-stage lagoon
AMOC--November 11, 1996

Storage tank or basin Partial microbial decomposition ()Bottom or midlevel loading
surface Mixing while filling O Tank covers
Agitation when emptying ()Basin surface mats of solids
()Proven biological additives o'r oxidants
11
Settling basin surface Partial micobial decomposition () Extend drainpipe outlets underneath liquid
Mixing while filling level
Agitation when emptying (!Remove settled solids regularly
Manure,slurry or sludge Agitation when spreading (toil injection of slurry/sludges
spreader outlets Volatile gas emissions (44Vash residual manure from spreader after use
()Proven biological additives or oxidants
Uncovered manure, slurry Volatile gas emissions while drying (4" oil infection of slurry/sludges
or sludge on field surfaces (-Y SSoil incorporation within 48 hours
(V�pread in thin uniform layers for rapid drying
()Proven biological additives or oxidants
Dead animals Carcass decomposition (roper disposition of carcasses
Dead animal disposal Carcass decomposition ()Complete covering of carcasses in burial pits
pits ()Proper location/construction of disposal pits
Incinerators Incomplete combustion ()Secondary stack burners
Standing water around Improper drainage (+19rade and landscape such that water drains
facilities Microbial decomposition of away from facilities
organic matter
anure tracked onto public Poorly maintained access roads ()Farm access road maintenance
cads from farm access
Additional Information: Available From:
Swine Manure Management;0200 Rule/BMP Packet NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management:Pit Recharge--Lagoon Treatment;EBAE 128-88 NCSU-BAE
Swine Production Facility Manure Management: Underfloor Fluse—Lagoon Treatment;EBAE 129-88 NCSU-BAE
Lagoon Desig and Management for Livestock Manure Treatment and Storage;EBAE 103-83 NCSU-BAE
Calibration of Manure and Wastewater Application Equipment;EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings;PIH-33 NCSU-Swine Extension
Environmental Assuranc Program:NPPC Manual NC Pork Produces Assoc
Options for Managing Odor;a report from the Swine Odor Task Force NCSU Agri Communications
Nuisance Concerns in Animal Manure Management:Odors and Flies;PR0107, 1995 Conference Proceedings Florida Cooperative Extension
The issues checked (- pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
odor control measures as practical.
I certify the aforementioned odor control Best Managment Practi s ave been reviewed with me.
(Lando ner Signaviref
AMOC—November 11, 1996

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) [phone]
EMERGENCY MANAGEMNET SERVICES (EMS) [phone]
SOIL AND WATER CONSERVATION DISTRICT (SWCD) [phone]
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) [phone]
COOPERATIVE EXTERSION SERVICE (CES) [phone]
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters
or leave you property to consider that you have a problem. You should make every
effort to ensure that this does not happen. This plan should be posted in an accessible
location for all employees at the facility. The following are some action items you should
take.
1. Stop the release of wastes. Depending on the situation, this may ore may not be
possible. Suggested responses to some possible problems are listed belwo.
A. Lagoon overflow-possible 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 sidewallof 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 kips, 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
NRCS office for advice/technical assistance phone number - -.
4. If none of the above works call 911 or the Sheriff's Department and explain you
problem to them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize off-
site damage.
a. Contractors Name: TNR
b. Contractors Address: po ffio _334 J%,1 K HJ11 ,Rr,
c. Contractors Phone: 9IQ-Ak-, 04t
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name: 1490
b. Phone: q I o
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

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

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 ferti I ized 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 conditicn 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 reeviewed 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:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before
waste loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the
end of the pipe to discharge near the bottom of the lagoon during initial
filling or another means of slowing the incoming water to avoid erosion of
the lining.
4. When possible, begin loading new lagoons in the spring to maximize
bacterial establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon
liquid volume. This seeding should occour at least two weeks prior to the
addition of wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below
7.0, add agricultural lime at the rate of 1 pound per 1000 cubic feet of
lagoon liquid volume until the pH rises above 7.0. Optimum lagoon liquid
pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate
biological activity. Consultation with a technical specialist is recommended
if these conditions occur for prolonged periods, especially during the warm
season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily are
optimum for treatment. Pit recharge systems, in which one or more buildings are drained
and recharged each day, also work well.

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

t
proper lagoon sizing,
mechanical solids separation of flushed waste,gravity settling of flushed waste solids in an appropriately designed basin, or
minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
have more nutrients,
have more odor, and
require more land to properly use the nutrients.
Removal techniques:
Hire a custom applicator.
Mix the sludge and lagoon liquid with a chopper-agitator impeller
pump through large-bore sprinkler irrigation system onto nearby cropland;
and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or
forageland; mix remaining sludge; pump into liquid sludge applicator; haul
and spread onto cropland or forageland; and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or
forageland; dredge sludge from lagoon with dragline or sludge barge; berm
an area beside lagoon to receive the sludge so that liquids can drain back
into lagoon; allow sludge to dewater; haul and spread with manure spreader
onto cropland or forageland; and soil incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to Melds 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 groundwater
table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large discharge
of wastewater and possible dam failure.

1,4
44
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PRODUCER CERTIFICATION OF IRRIGAT19N&QJJIPMENT
I S certify that (own, have access to) the
roduce )
following irrigation a uipment:
TYPE IRRIGATION AND SIZE UuAr
AVAILABLE FROM Se
(owner of equipment)
1 further certify that, through the arrangements I have made concerning irrigation equipment, I
will be able to irrigate as necessary according to my waste management plan.
Signature °'_ Date
(producer)
PRODUCER CERTIFICATIONN OGF INT N T TO PLANT GRASS FOR
IRRIham cola+fed
sutf Vn certify that I will-phmt- the specified grasses
(producer)
as outlined in my waste management plan at the next available seeding date. If this seeding-
date is in excess of 6 months from the date I stock animals, then I will provide a temporary
cover of small grain if needed for irrigation.
Signature Q��f�--- �°°""_ Date
-� (producer)

Animal Waste Management Systems
The last buffer is a good neighbor buffer.Try to maintain a minimum
distance of 200 feet from any homes or other buildings frequented by
people. Furthermore, do not make land applications on days with
excessive wind. Drift on these days may irritate neighbors or even
pollute surface waters.
Using resource lists in Appendix A, you should develop an EMERGENCY
emergency action plan for your waste handling system. This plan AcTiON 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 available to
all employees at the facility, as accidents, leaks, and breaks could
happen at any time. Your plan should follow this format:
1. Stop the release of wastes. Depending on the
situation, this may or may not be possible. Sug-
gested responses to problems are listed below:
a. Lagoon overflow—possible solutions are:
• add soil to berm to increase eleva-
tion of dam
• pump wastes to fields at an accept-
able rate
• stop all additional flow to the
lagoon (waterers)
• call a pumping contractor
• make sure no surface water is enter-
ing lagoon
NOTE: These activities should be started when your lagoon level has
exceeded the temporary storage level (see Chapter 2).
b. Runoff from waste application field—actions
include:
• immediately stop waste application
• create a temporary diversion or
berm to contain the waste on
the field
• incorporate waste to reduce fur-
ther runoff
North Carolina Stale University 89

Chapter S: Proper Applications of Swine Waste
c. Leakage from the waste distribution system:
• pipes and sprinklers—actions
include:
- stop recycle(flushing system)
PUMP
- stop irrigation pump
- close valves to eliminate further
discharge
- separate pipes to create an air
gap and stop flow
• flush system,houses,solids separa-
tors—actions include:
- stop recycle (flushing system)
pump
- stop irrigation pump
- make sure no siphon effect has
been created
- separate pipes to create an air gap
and stop flow
d. Leakage from base or sidewall of lagoon.
Often these are seepage as opposed to flowing
leaks—possible action*:
• dig a small well or ditch to catch all
seepage, put in a submersible pump,
and pump back into lagoon
• if holes are caused by burrowing
animals, trap or remove animals
and fill holes and compact with a
clay type soil
• other holes may be likewise tempo-
rarily plugged with clay soil
*Lagoon problems require the consultation of an individual
experienced in the design and installation of lagoons for permanent
repair measures.
2. Assess the extent of the spill and note any obvious
damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released
and for what duration?
c. Any damage noted, such as employee
injury, fish kills, or property damage?
North Carolina Cooperative Extension Service

Animal Waste Management Systems
3. Contact appropriate agencies (agency listing is in
Appendix A).
a. During normal business hours, call your DEM
regional office; after hours, emergency
number: 919-733-3942. Your phone call
should include: your name, facility,
telephone number, the details of the in-
cident from item 2 above, the exact
location of the facility, and the location
or direction of movement of the spill,
weather and wind conditions, what
corrective measures have been under
taken, and the seriousness of the
situation. 17
7z
b. If spill leaves property or enters surface
waters, call local EMS.
c. Instruct EMS to contact local Health
Department.
' d. Contact CES, local SWCD office, and local
NRCS office for advice/technical assistance.
4. Implement procedures as advised by DEM and
technical assistance agencies to rectify the dam-
age, repair the system, and reassess the waste
management plan to keep problems with release Explain who and when
of wastes from happening again. to contact should _
problems develop.
Growers who use waste materials as fertilizer or a source of lime RECORDS
should maintain records of the analytical results, application rates, MANAGEMENT
and soil tests for each application site. This section will address the
importance of Records Management as a vital part of an animal waste
management system. Recommendations for the land application of
animal waste should be based on actual laboratory analysis from a
sample of your waste lagoon. In Chapter 3, you determined the
amount of waste to be handled. Then, with an analysis of the waste,
you determined how much of the waste you could apply to a given
crop or crop system over a year's time. When combined with the
calibration section, you determined how long you should operate
your equipment to apply just the right amount as prescribed in your
waste utilization plan, and to apply the waste at no greater than
agronomic rates as required by law. Describe the importance of
record management.
North Carolina State University

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids ( hush system is designed and operated
sufficiently to remove accumulated
soilds from gutters as designed.
(+4emove 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 (44aintain 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
1 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).
("""I.-MIC—November 11, 1996

t
AMIN
Dry Manure Handling Accumulations of animal wastes (1 Remove spillage on a routine basis (e.g.7-10 day
Systems interval during summer; 15-30 days interval during
winter) where manure is loaded for land application
or disposal.
()Provide for adequate drainage around manure stockpiles.
()Inspect for and remove or break up accumulated wastes
in filter stripes around stockpiles and manure handling
areas as needed.
The issues checked ( ) pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been reviewed with me.
1
(Landowner Sign ure)
h Fa r rAJ
(Farm Name)
31- 1W
(Facility Number)
For more information contact the Cooperative Extension Service. Department of Entomology, Box 7613, North Carolina State University, Raleigh,NC
27695-7613.
eoe4AMIC--November 11 1996

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.
( 4 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)

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BMP's to Minimize Odor Site Specific Practices
Farmstead Swine production egetative or wooded buffers;
(-}'commended best management
practices;
H-Good judgment and common sense
Animal body surfaces Dirty manure-covered animals UAry floors
Floor surfaces Wet manure-covered floors ( lotted floors;
( aterers located over slotted floors;
() Feeders at high end of solid floors;
• (4-9-crape manure buildup from floors;
($41fi'derfloor ventilation for drying
Manure collection pits Urine ( requent manure removal by flush,pit
recharge,or scrape
Parital micorbial decomposition (4-06'derfloor ventilation
Ventilation exhaust fans Volatile gases; ('' .�m,an maintenance;
Dust (+tticient air movement
Indoor surfaces Dust FKashdown between groups of animals
() Feed additives;
{) Feeder covers;
{}Feed delivery downspout extenders to
feeder covers
Flush tanks Agitation of recycled lagoon () Flush tank covers
liquid whiles tanks are filling (} Extend fill lines to near bottom of
tanks with anti-siphon vents
Flush alleys Agitation during wastewater nderfloor flush with underfloor
conveyanance ventilation
Pit recharge points Agitation of recycled lagoon (} Extend rechard lines to near bottom of
liquid while pits are filling pits with anti-siphon vents
Lift stations Agitation during sump tank filling ()Sump tank covers
and drawdown
Outside drain collection Agitation during wastewater () Box covers
or junction boxes conveyance
End of drainpipes at lagoon Agitation during wastewater of-EX-tend discharge point of pipes
underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions (115'r'oper lagoon liquid capacity
Biological mixing ( orrect lagoon startup procedures
Agitation ( inimum surface area-to-volume ratio
( inimum agitation when pumping
() Mechanical aeration
() Proven biological additives
Irrigation sprinkler nozzles High pressure agitation ( agate on dry days with little or no wind
Wind draft `��mum recommended operation pressure
Pump intake near lagoon liquid surface
()Pump from second-stage lagoon
AMOC--November 11, 1996

Storage tank or basin Partial microbial decomposition () Bottom or midlevel loading
surface Mixing while filling ()Tank covers
Agitation when emptying () Basin surface mats of solids
() Proven biological additives or oxidants
Settling basin surface Partial micobial decomposition () Extend drainpipe outlets underneath liquid
Mixing while filling level
Agitation when emptying ()Remove settled solids regularly
Manure, slurry or sludge Agitation when spreading oil injection of slurry/sludges
spreader outlets Volatile gas emissions ( /ash residual manure from spreader after use
()Proven biological additives or oxidants
Uncovered manure, slurry Volatile gas emissions while drying ('` !F oil infection of slurry/sludges
or sludge on field surfaces it incorporation within 48 hours
(7read in thin uniform layers for rapid drying
()Proven biological additives or oxidants
Dead animals Carcass decomposition roper disposition of carcasses
Dead animal disposal Carcass decomposition () Complete covering of carcasses in burial pits
pits () Proper location/construction of disposal pits
Incinerators Incomplete combustion () Secondary stack burners
Standing water around Improper drainage ( rade and landscape such that water drains
facilities Microbial decomposition of away from facilities
organic matter
Manure tracked onto public Poorly maintained access roads arm access road maintenance
roads from farm access
Additional Information: Available From:
Swine Manure Management;0200 Rule/BMP Packet NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management:Pit Recharge--Lagoon Treatment;EBAE 128-88 NCSU-BAE
Swine Production Facility Manure Management:Underfloor Fluse--Lagoon Treatment;EBAE 129-88 NCSU-BAE
Lagoon Desig and Management for Livestock Manure Treatment and Storage;EBAE 103-83 NCSU-BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings;PIH-33 NCSU-Swine Extension
Environmental Assuranc Program:NPPC Manual NC Pork Produces Assoc
Options for Managing Odor;a report from the Swine Odor Task Force NCSU Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies;PRO107, 1995 Conference Proceedings Florida Cooperative Extension
The issues checked (—T pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
odor control measures as practical.
I certify the aforementioned odor control Best Managment Practi es ave been reviewed with me.
andow er Signature)
AMOC--November 11, 1996

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) [phone]
EMERGENCY MANAGEMNET SERVICES (EMS) [phone]
SOIL AND WATER CONSERVATION DISTRICT (SWCD) [phone]
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) [phone]
COOPERATIVE EXTERSION SERVICE (CES) [phone]
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters
or leave you property to consider that you have a problem. You should make every
effort to ensure that this does not happen. This plan should be posted in an accessible
location for all employees at the facility. The following are some action items you should
take.
1. Stop the release of wastes•. Depending on the situation, this may ore may not be
possible. Suggested responses to some possible problems are listed belwo.
A. Lagoon overflow-possible 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 sidewallof 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

AWN 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
NRCS office for advice/technical assistance phone number - -.
4. If none of the above works call 911 or the Sheriff's Department and explain you
problem to them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize off-
site damage.
a. Contractors Name: �N R
b. Contractors Address: Pa Box 114 , A4ic, 14 Il. N c, ZP '9 z
C. Contractors Phone: 9Iq z
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name: USDA - NIRG.S
b. Phone: qlo -2q 6 -
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

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 Iand 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 conditicri 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
S. 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:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before
waste loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the
end of the pipe to discharge near the bottom of the lagoon during initial
filling or another means of slowing the incoming water to avoid erosion of
the lining.
4. When possible, begin loading new lagoons in the spring to maximize
p g
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 0.2.5 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 at the rate of 1 pound per J00 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.

r
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 Iiquid 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 fhould never be closer than 1 foot to the lowest
point of the dam or embankmel-Tt.
Do not pump the lagoon liquid level lower that the permanent storage
level unless you are removing sludge.
Locate float pump intakes approximately 18 inches underneath the liquid
surface and as far away from the drainpipe inlets as possible.
Prevent additions of bedding materials, long-stemmed forage or vegetation,
molded feed, plastic syringes, or other foreign materials into the lagoon.
Frequently remove.solids from catch basins at end of confinement houses or
wherever they are installed.
Maintain strict vegetation rodent, and varmint control near lagoon edges.
Do not allow trees or large bushes to grow on lagoon dam or embankment.
Remove sludge from the lagoon either when the sludge storage capacity is
full or before it fills 50 percent of the permanent storage volume.
If animal production is to be terminated, the owner is responsible for
obtaining and implementing a closure plan to eliminate the possibility of a
pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:

Afelk
proper lagoon sizing,
mechanical solids separation of flushed waste,
gravity settling of flushed waste solids in an appropriately designed basin, or
minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
have more nutrients,
have more odor, and
require more land to properly use the nutrients.
Removal techniques:
Hire a custom applicator.
Mix the sludge and lagoon liquid with a chopper-agitator impeller
pump through large-bore sprinkler irrigation system onto nearby cropland;
and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or
forageland; mix remain;ng 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 ,vind direction and other conditions which
could increase the concern of neighbors.

1 � • 0
Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure. Types
of failures include leakage through the bottom or sides, overtopping, and breach of the
dam. Assuming proper design and construction, the owner has the responsibility for
ensuring structure safety. Items which may lead to lagoon failures include:
Modification of the lagoon structure—an example is the placement of a pipe
in the dam without proper design and construction. (Consult an expert in
lagoon design before placing any pipes in dams.)
Lagoon liquid levels—high levels are a safety risk.
Failure to inspect and maintain the dam.
Excess surface water flowing into the lagoon.
Liner integrity—protect from inlet pipe scouring, damage during sludge
removal, or rupture from lowering lagoon liquid level below groundwater
table.
NOTE: If lagoon water is allowed to _--vertop 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.

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

- -
ley
i
I Z
II-EL. I i-;• I � T I
7-7
G=
1-_-...�--•_, , i-^�-�'I _ -__-� I _ _ ` it I _'_ -- - t- i k L_- - __. - - �__r __»1
_ A�tl3H 3Ni1 u�al

`
pAGE 2
NA L nn Sutton
ME: y
RES8: Kenansvi \ | e , NC
AND SIZE 2880 Topp \ n8
,F OPERATION Car ro | \ s
1V
CLASS
DESlGNED BY Jimmy Vinson
5-1-90
DATE
APPROVED BY
DATE
pERMANENT STORAGE 1 Cu Ft per \ b , 388800 Cu Ft
135 \ bs per no8
2880 Hogs x
TEMPORARY STORA8E 1 35 cu f� of waste per day 94478 Cu Ft
388800 \ bs of an |ma | x . . ^
per 1000 � bs of an \ ma| wt. x 180 days
RAINFALL LESS EVAPORATION per 12,per ft 3qq2q Cu Ft
7" X 68450 sq.. ft . surface area ,p "
^ Ft
RAINFALL - 25 YR. 1 DAY STORM 12, per ft . 42781 �u
68450 sq . ft . of surface area per
TOTAL STORAGE NEEDED 565989 Cu Ft
20963 Cu Yds
� 5778 (�
00 u Ft
' } TOTAL STORAGE AV�\ILABLE 21400 Cu Yds
OF FILL DIKE 195472 Cu Ft
AMOUNT PAD 99438 Cu Ft
--~--~---
TOTAL 294910 Cu Ft
SETTLEMENT 1071u' ;Z9491 Cu Ft
----~----
TOTAL AMOUNT OF FILL 324401 Cu Ft
' 12015 Cu Yds
' ON 421053 Cu- Ft
CUT' O FILL RATIO TOTAL EXCAVATION 15595 Cu Yds
`
'
~
�
.`�/�

UAME: Lynn Sutton
' ANNUAL NITROGEN (N) AND PHOGPHORUS8(p) PRODUCTION
«{ ` nOXI .ATE 68118 LB P: �'�° L~
— N: 5669
TONS OF WASTE STORED:
3EFORE ANY EFFLUENT IS APPLIED TO THE CONTENT. /L�NDHc IT SHOULD
LABORATORY
[D DETERMINE THE EXACT NUTRIENT �ONT� uu SHOULD °O'`' . '-
T
Y
IN RALEIGH PERFORMS WASTE ANALYSES.
AGRONOMIC SERVICES DIVISION
NCDA, BLUE RIDGE ROAD CENTER
RALEI6H N.C. 27611
PHONE: [phone]
WHEN APPLYING THE EFFLUENT TO CROPLAND IITSHOULDBEDISKAND A
COVER CROP SEEDED OR A ROW CROP PLANTED TOPREVENT EROSION.EES
SOME OF THE EFFLUENT COULD BE USED PU IRRIGATION PURPOSES
-
DURING THE GROWING SEASON.
LAND REQUIREMENTS FOR WASTE APPLICATION ,
2880 capacity Feeder to Finish operation:
Land Avail - Land Required d } anted to corn
54.7 ac »f cropland P ed
0^0 ^ ^ bermudagrass--8raz
26 O 25.3 ac . of coastalhay
^ 20 T ac . of coastal bermudagrass--
0.0 ^
40 3 ac
0.0 , , of fescue--grazed
�
^r"~ land required is available
102.6 percent of
0 sow Farrow to Feeder operat \ on:
Land �va\ ) Land Required to corn
^ f cropland planted-- 0 0 ac o
0 ^ ^ ' ^' `r ' —\ -brmudaSrass--grazed
0 0^0 ac . of coastal = hay
0 0 ac of coastal bermudagrass--
0 ^ ^ razed
0 0 ac of fescue—grazed
0 ^ ^
ERROR percent of land required is available
0 sow Farrow to Finish operation:
Land �vai | Land Required to corn I . f cropland planted- 0 0 ac » �ed
0 ^ ^ ' - ' b' rmuda8rass--grazed
0 0 ac of coastal �
0 ^ ^ hay
` ' - bermuda8rass--
0 0 ac of coastal '
0 ^ ^ razed
0 0 ac of fescue--g
0 ^ ^
ERROR Percent of land required is available
BEGIN PUMPING THE EFFLUENT WHEN
THE FLUID LEVEL REACHES
rNDO NOT LOWER THE FLUID ANY
-----
LOWER THAN
��______________
LONG TO BE PUMPED EVERY 6 MONTHS 1328916 gal Ions
THE EFFLUENT SHOULD BE APPLIED AT A RATE THAT WILL NOT CAUSE
EANY
RUNOFF ONTO SURROUNDING AREAS OR LEACHING INTO u THE GROUND '`'` '
"r-pnwwc:mnFn APPPLICATION RATE IS 0.5^`INCHE8 PER HOUR
G
HOUR AND THE

PAGE =
a Lynn Sutton
OPERATION AND MAINTENANCE
designed for waste treatment with, minimum� odor
'his lagoon is Tanned fluid Ieve
o be
ontro I . The t i me requ i red f or the F� and
due to soil conditions, flushing oper-at i �tir,s,
•each,ed may vary
;he amount of fresh, water added to the systern.
waste water i s r-ecogr,i `ed as an acceptable
..and app I i cat i on of using n center- p i v�-t , � 9
Irrigation gat i ���n by � ►�
nethod of di sposa I . iiSe f
h - ,� to disF -
-ave l er i s the pre and rn�:st efficient met ,�,
traveler whey, applying
the effluent from the lagoon . Care should be taken
waste preventto damage to the crops and to prevent runoff r-orn
the fields.
The following i terns are to be carried out:
��f the lagoon when fluid level r_eaches invert
1 . Begin pump-Out t a pre-determined elevation .
of the outlet pipes o - Ia�o� r depth is less than r feet
7 Stop pump -out before the the loss Of
d depth . (This F -
•
events
deer, or at a pre-determine
favorable bacteria?
, l ,eperirrigation is one inch,
The recommended arnourlt �,t l i catF �Y�r, rate i s 0.r, inch, per- hour .
rn aL x i rn urn recommended a F
Iago , be pr-echlar-ged t'-'
r
It is recommended that
the tr-eatrner,t
during beginning
. ., t,�, prev e ;cessive odors �
! its capacity ty the c��ncer,tr-at i ��,r, �,�f
%��recc�ar-� i rig reduces
stages of the operation . _ ,_,dr..�rsM
lagoon thereby reduc i r,
the initial waste entering
i h water- at all times .
So I ids should be c��ver
fvegetation or, the ernba.rl� rner,t and areas around the lagoon
F�. Keep
and buildings mowed.
6. Repair any eroded areas and estab I i sh, in vegetation .
7. The Clean
Water Act of 1 .7.7 prohibits
rohibiis the discharge of
aters of the Uri States . The Department
o f
pry I Iutants into w ad hatu -aIResouces , Wastewater
Environment , Healthy sit. iIity for enforcing this
Management Section , has the rest -C
taw.
i s to diverted from the lagoon to an
o
All surface water-
adequate arid stable outlet.
CERTIFICATION
perat i 'rtdnhtac
I hereby certify that I understand the oI urdersadcw nay
requirements stated above . Furthermore f the waste and that
acres are required i r, order- t' land„a�'more.
o e. times rues a year " This
e lagoon may have t be pumped �r itv i s i ons
i grl has been explained
to me arid I agree with all t
I also s�� certify residence
r-t i fy that there are nostated in the design. 50 feet f this operation .
i. - than mine or my tenants t within
l'-lt '���'s7�ies i gn DUES NOT prevent
I understand that compliance w or other reasons -
someone
from suing me because of nuisance /', && ���

F-AGE.
rIIE.- Lynn Sutt-.-jn
OPERATION AND MAINTENANCE
This lagoon is
designed for waste treatment with minimum ,_„ Ot—
ci_--ntr c-- I . The time required fr_+r- the planned f I t.l i d I eve l to be
reached may vary due to so i I c0nd i t i cins , f I ush i ng ,_,per"at i c-,ns , and
'the amount of fresh water- added to the system.
Land app I i cat i on of waste water i s recogn i zed as an acceptat. I e
rnetFE�►� of d i sp���sa1 . Irrigation i gat i on by using center` pivot , ;�un , i�`r-
- -to dispose of
traveler is the preferred and rn�_�st efficient rneth�_„
the effluent f rc-m -the lagoon . Care should be tal::en when applying-
waste to--, prevent damage to the crops and to prevent runoff from
the f i e Ids.
The following items are to be carried out:
1 . L:e a i n pump-out of the lagoon„on when fluid level reaches invert
of the outlet pipes or at a pre-determined elevation .
` r=, feet
5t���p pump-out before the I agoon depth i s less than
d pre-determined depth . (This prevents the loss of
�:1 e e�� �_�r a t a
favor-ab I e bacter i a)
r, apply per irrigation i s one inch,
The recommended amount t- ap ly F inch per hour .
r
-:d maximum recommended application rate i s F
=F. It is recommended that the treatment lagoon be pr-echrar-3ed to
1/2 its capacity to prevent excessive odors during beginning
stages of the operation. Precharg i n3 reduces the concentration of
the initial waste entering the lagoon thereby reducing odors.
Solids should be covered with water- at all times .
5. Keep vegetation on the ernbant-t-ment and areas around the lagoon
and buildings mowed.
6.. Repair- any eroded areas and establish in vegetation .
7. The Glean {dater- Act of 1977 prohibits the discharge of
pollutants into waters of the United States . The Department of
Env i ronrnent, Health, and Natural Resources, Wastewater
Management Section, has the responsibility for enforcing this
law.
8. All surface water is to be diverted from the lagoon to an
adequate and stable outlet.
C:ERTIFIGATIONp
I l-,er-eby certify that I understand the operation and maintenance
"equir-ements stated above . Furthermore, I understand how many
„ I the waste and that
r. ��res are required in order- to land aF F Y year . Th i s
e lagoon oon may have to be pumped Z or- more times a y
�� ��r-��v i s i �_�n s
13es i an has been exp I a i ned to me and I agree with a I I
stated in the design . I also--, certify that there are no residence
within 7.50 feet of thisoperation .
other than mine or my tenants ' t design DOES NOT prevent
X under-stand tl"ia.t compliance with this s. � rethe - reasons .
someone fri"Irf) suing me because of nuisance
'el n.

~=�
' ^ry
NAME: Lynn Sutton
``
��N.'ROXIMATE ANNUAL NITROGEN (N) AND PHOSPHORUS (P) PRODUCTION
68118 LB P: 19868 LB
N:
- - - 66
TONS OF WASTE STORED: 5 9
BEFORE ANY EFFLUENT IS APPLIED TO THE LAND IT SHOULD BE ANALYZED,
TO DETERMlNE THE EXACT NUTRIENT CONTENT. THE NCDA LABORATORY
IN RALEIGH PERFORMS WASTE ANALYSES. YOU SHOULD CONTACT
AGRONOMIC SERVICES DIVISION
NCDA, BLUE RIDGE ROAD CENTER
RALEIGH N.C. 27611
PHONE: [phone]
WHEN APPLYING THE EFFLUENT TO CROPLAND IT SHOULD BE DISK AND A
COVER CROP SEEDED OR A ROW CROP PLANTED TO PREVENT EROSION.
SOME OF THE EFFLUENT COULD BE USED FOR IRRIGATION PURPOSES
DURING THE GROWING SEASON.
LAND REQUIREMENTS FOR WASTE APPLICATION
2880 capacity Feeder to FinisVk operation:
Land Avai | . Land Required 0^0 54^ / ac ^ of cropland planted to corn
b rmuda8rass--8razed
26 0 25.3 ac . of coastale
^0.0 ac . o f coastal bermudagrass--hay
20.T
0.0 40.3 ac . of fescue--grazed
�
102.6 percent of land required is available
0 sow Farrow to Feeder operation:
Land Avail . Land Required t» corn
of cropland planted
0 *^« �� ^0 0.0 ac . of coastal bermuda8rass--grazed
0 0.0 ac . of coastal bermudaSrass--hay
0 0.0 ac . of fescue--grazed
ERROR percent of land requ \ red is available
0 sow Farrow to Finish operation:
Land Avail . Land Required
0 0.0 ac of cropland planted to corn
^ ^ bermudaSrass--grazed
0 0.0 ac . of coastal
0 0.0 ac . of coastal bermuda8rass--hay
0 0.0 ac . of fescue--grazed
ERROR percent of land required is available
BEGIN PUMPING THE EFFLUENT WHEN «
THE. FLUID LEVEL REACHES -,~
. '
. _----_� v
NOT LOWER THE FLUID ANY
�
THAN �^�
����_ -4-------------------
r �
GALLONS TO BE PUMPED EVERY 6 MONTHS 1328916 8a) \ ons
THE EFFLUENT SHOULD BE APPLIED AT A RATE THAT WILL NOT CAUSE ANY
RUNOFF ONTO SURROUNDING AREAS OR LEACHING INTO THE GROUND WATER
-.^-r,n^/ o^T[= rq o F. TNCHEG PER HOUR AND THE

PAGE 5
NAME: Lynn Sutton
t"I'l-DING SPECIFICATIONS
AREA TO 4 AC BE SEEDED ^
APPLY THE FOLLOWING
4000 LBS. 8-8-8 FERTILIZER
8 TONS DOLOMITIC LIMESTONE
400 BALES SMALL GRAIN STRAW
USE THE SEED MIXTURE
INDICATED 200 L .BS FESCUE GRASS
( )
� '�
���ym�«�� »»�»»m
(X) 140 LBS. ��+ - �x�^«
( ) 200 LBG. BAHIA GRASS
( ) 16 �LB8. WEEPING LOVE GRASS .
48 LBS. HULLED BERMUDA GRASS
jaw 80 LB8. UNHULLED BERMUDA GRASS
� JIVERT ALL WATER TO A STABLE OUTLET
THE NEAREST RESIDENCE IS 1500 FT.
T.B.M. 50.0 ft. ELEVATION
Nail DESCRIPTION
N \ | in power pole next to old house .
VERY IMPORTANT ~ PLEASE READ CAREFULLY
---------------------------------~----
THE LAGOON AND THE AREA AROUND THE HOG HOUSES MUST BE SEEDED WITH
EITHER A TEMPORARY OR PERMANENT GRASS, DEPENDING ON THE TIME OF THE
YEAR, WITHIN THIRTY (30) DAYS FROM THE TTIMETHE BUILDINGS ARE COM-
PLETED AND READY FOR USE. (WE RECOMMD M*H*T THE LAGOON AREA, SIDE
S OF THE PAD BE
SLOPES DRAINS AND ETC^ ^ AG WELL AG THE BIDEGLOp��, THE SOIL WILL
SEEDED WITHIN FIFTEEN ( z5E) D*'�» AFTER ^O"" ''`UM~ ' IOFR'ME WHICH WILL
NOT DRY OUT AS MUCH IF SEEDED u WITHIN THIS TIME
kESULT IN A MUCH BETTER STAND OF GRASS. )

PAGE
DEPTH [AREA-OF���;^4i__. »_ W
AREA �F T-W f T--_____---_--__- _-»___-_ _-_-
6.0
'�
N
L `' w ]
DEPTH � L `y ��_____.�____
VOLUME _ -__---_-.-_
r,;;l
VOLUME - .-:7
6.0 N St Il 1_
8. \
VOLUME =
57.7;=.i0 CU N FT..
VOLUME = --»--»-•-----
27N0
VOLUME »- 21400 11 0 C:U u YDS..
68450.0 5 to N f t..
06
5988 :3 cu. f t . needed
,.DE SLOPES
N 1

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