240098_Application_20240311

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, 2024, 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 3,2024.
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. Certificate Of Coverage Number: AWS240098
2. Facility Name: Old Dock Farm
3. Permittee's Name(same as on the Waste Management Plan): Rbg Farms LLC
4. Permittee's Mailing Address: 1127 Jordan Rd
City: Clarkton State: NC Zip: 28433
Telephone Number: 910-648-2705 Ext. E-mail:
5. Facility's Physical Address: Dock Rd
City: Whiteville State: NC Zip: 28472
6. County where Facility is located: Columbus
7. Farm Manager's Name(if different from Landowner):
8. Farm Manager's telephone number(include area code);
9. Integrator's Name(if there is not an Integrator,write"None"): Murphy-Brown LLC
10. Operator Name(OIC): Lisa S.Freedman Phone No.: 910-234-4287 OIC# 995797
11. Lessee's Name(if there is not a Lessee,write"None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Feeder to Finish 4,800
Operation Types:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horse
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 Lagoons,Digesters and Waste Storage Ponds(WSP): (Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure Type Estimated Liner Type Estimated Design Freeboard
Structure (Lagoon/Digester/ Date (Clay,Synthetic, Capacity Surface Area 'Redline"
Name WSP) Built Unknown) (Cubic Feet) (Square Feet) (Inches)
I Lagoon 1/4/1996 Full,clay 947,489.00 113,692.00 19.50
Submit 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), either by mailing to the address below or sending it via
email to the email 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,solids separators,sludge drying system,waste transfers,etc.)
I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.

Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18
U.S.C.Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years,or both
for a similar offense.)
Print the Name of the Permittee/Landowner/Signing Official and Sign below.(If multiple Landowners exist,all landowners
should sign. If Landowner is a corporation, signature should be by a principal executive officer of the corporation):
Name(Print): Title: 'pY-GS 1 A to /0LN1%e
Signature: Date: / Z Ll
Name(Print): Title:
Signature: Date:
Name(Print): Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
1 ' r
h
t
N
#^fig

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, 2024,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 3,2024.
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. Certificate Of Coverage Number: AWS240098
2. Facility Name: Old Dock Farm
3. Permittee's Name(same as on the Waste Management Plan): Rb Farms LLC
4. Permittee's Mailing Address: 1127 Jordan Rd
City: Clarkton State: NC Zip: 28433
Telephone Number: 910-648-2705 Ext. E-mail:
5. Facility's Physical Address: Dock Rd
City: Whiteville State: NC Zip: 28472
6. County where Facility is located: Columbus
7. Farm Manager's Name(if different from Landowner):
8. Farm Manager's telephone number(include area code): R I � P 3`t-"-lZ'3
9. Integrator's Name(if there is not an Integrator,write"None"): Mwhhy-Brown LLC
10. Operator Name(OIC): Lisa S.Freedman Phone No.: 910-234-4287 OIC#: 995797
11. Lessee's Name(if there is not a Lessee,write"None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Feeder to Finish 4,800
Operation Types:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultr\
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment Lagoons,Digesters and Waste Storage Ponds(WSP):(FillNerify the following information.
Make all necessary corrections and provide missing data.)
Structure Type Estimated Liner Type Estimated Design Freeboard
Structure (Lagoon/Digester/ Date (Clay,Synthetic, Capacity Surface Area 'Redline"
Name WSP) Built Unknown) (Cubic Feet) (Square Feet) (Inches)
1 Lagoon 1/4/1996 Full,clay 947,489.00 113,692.00 19.50
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.1OC(d),either by mailing to the address below or sending it via
email to the email 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,solids separators,sludge drying system,waste transfers,etc.)
I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.

Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18
U.S.C.Section 1001 provides a punishment by a fine of not more than$10,000 or imprisonment of not more than 5 years,or both
for a similar offense.)
Print the Name of the Permittee/Landowner/Signing Official and Sign below.(If multiple Landowners exist,all landowners
should sign. If Landowner
,iiss�a corporation, signature should be by a principal executive officer o�f the corporation):
Name(Print): 1� Yw'' , �—�,c Title: e"r`^i tK2. A-9
Signature: Date: �Z
Name(Print): Title:
Signature: Date:
Name(Print): Title:
Signature: Date: _
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636

ROY COOPER ' ,
Governor s
ELIZABETH S.BISER ^
Secretary
RICHARD E.ROGERS,JR. NORTH CAROLINA
Director Environmental Quality
DECEIVED
February 12,2024
Rbg Farms LLC
Old Dock Farm APR 0 3 2024
1127 Jordan Rd
Clarkton,NC 28433 I-qu UiiUiDWF►
r�
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non-Discharge General Permits,
which expire on September 30, 2024. In order to ensure your continued coverage under the State Non-Discharae General
Permits,you must submit an application for permit coverage to the Division of Water Resources (DWR)by April 3,2024.
Enclosed you will find a "Request for Certificate of Coverage for Facility Currently Covered by an Expiring State
Non-Discharge General Permit."The application form must be completed. signed bv the Permittee. and returned to the DWR bN
ADril 3.2024.
Mailing Address: NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699 1636
Email:animal.operations(ct�,deq.nc.gov
phone:[phone]
Please note that you must include one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with the
completed and signed application form. A list of items included in the CAWMP can be found on page 2 of the renewal
aavplication form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NC G.S. § 143-215.1
and could result in assessments of civil penalties of up to$25,000 per day.
Copies of the animal waste operation State Non-Discharge General Permits are available at
www.deg.nc.gov/animalpermits2024.General permits can be requested by writing to the address above.
If you have any questions about the State Non-Discharge General Permits,the enclosed application,or any related matter please
feel free to contact the Animal Feeding Operations Branch staff at 919-707-9129.
Sincerely,
Michael Pjetraj,Deputy Director
Division of Water Resources
Enclosures: Request for Certificate of Coverage for Facility Currently Covered by an Expiring State Non-Discharge
General Permit
North Carolina DepartmentofEnsiranmmtalQuality DisisioaofWaterResources
512 North Salisbury St*K 1436 Mail SeniceCeaw Raleiih,North Carolina 27699.1636
- -- `� 919.1079129

Nutrient Management Plan For Animal Waste Utilization
01-02-2018
This plan has been prepared for: This plan has been developed by:
Old Dock Farm (24-98) Ronnie G. Kennedy Jr.
RBG Farms, LLC Agriment Services, Inc.
1282 Jordan Road PO Box 1096
Clarkson, NC 28433 Beulaville, NC 28518
[phone] 252-568-2648
��_;�zlz-
Developer 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.
e-
Signature(o%vner) 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.
/- .2 -/�
Plan Approved By:
/Technical Specialist Signature Date
----------------------
833073 Database Version 4.1 Date Printed: 01-02-2018 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S7 Swine Feeder-Finish Lagoon Liquid waste generated 4,449,600 gals/year by a 4,800
animal Swine Finishing Lagoon Liquid operation.This production facility has waste
storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 8020
Incorporated 9625
Injected 9625
Irrigated 8020
Max. Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs)* Applied (Ibs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 8,020 9669 -1,649 5,363,892 -914,292
l'
-----------------------------------------------------
Note: 1n source ID.S means standard source,U means user defined source.
AMIN 'Max.Available PAN is calculated on the basis of the actual application method(s)identified in the plan for this source.
833073 Database Version 4.1 Date Printed: 01-02-2018 Source Page 1 of 1

Narrative
1-2-2018
This plan is updates new owners information for the Barnhill Farm. All wettable acres were used from
the previous nutrient utilization plan dated 6-5-2009 completed by Kraig Westerbeek.
Narrative Page 1 of 1
-------------------------------------------
833073 Database Version 4.1 - Date Printed: 01-02-2018

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 ;RYEJ
6151 1 3.40 3A0 N/A Nakina Small Grain Overseed
Hybrid Bermudagrass Hay 5.0 Tons
6151 2 1.831 1.83 N/A Nankin Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 6.0 Tons
6151 3 3.12 3.12 N/A Nakina Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.0 Tons
6151 4 1.66 1.66 N/A Nakina Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.0 Tons
6151 5 4.51 ns
4.51 N/A Nakina Small Grain Overseed 1.0 Ta
Hybrid Bermudagrass Hay 5.0 Tons
6151 6 3.10 3.10 N/A Nakina Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.0 Tons
61$1 7 2.27 2.27 N/A Nakina Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.0 Tons
6151 8 2.46 2A6 N/A Nakina Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.0 Tons
6151 subl238 9,201 9.20 N/A Nakina Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.0 Tons
6151 sub4567 3.12 3.12 N/A Nakina Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.0 Tons
6151 sub9 0.58 0.58 NIA Nakina Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.0 Tons
PLAN TOTALS: 35.25 3515
833073 Database Version 4.1 Date Printed 1/2/2018
PCS Page l of 2
NOTE: Symbol"means user entered data.

LI Potential Leaching Technical Guidance
2 Low potential to contribute to soluble None
nutrient leaching below the root zone.
>=2& iModerate potential to contribute to Nutrient Management(590)should be planned.
r-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
(329),Long-Term No-Till(778),and edge-of-field practices such as Filter Strips(393)and
Riparian Forest Buffers(391).
833073 Database Version 4.1 Date Printed 1/2/2018
PCS Page 2 of 2
NOTE: Symbol•means user entered data

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown,their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products,commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table Year 1
Ni7ogen Canm Res. Manure Liquid Solid Liquid Solid Mantir
PA Fen. (lbs/A PA ManureA Manure Manure Applied
Nutrient Nutrient NutrienV plied Applied Applied (Field)
Relb Applied pp8ed (ate) (a=) (Field)
{l�A) O�/p) (16s/A)
Apptic Applies I000
Source Total Use, Crop RYE Period N N N Metind N gal/A Tans 1000 gals torts
Tract Field ID Soil Series Acres Acres
6151 l S7 skins 3.40 3.40 Smell Grain Overseed
L0 Tons 10/1-3/31 50 0 0 brig. 50 27.74 0.00 94.31 0.00
6151 l S7 eking 3.40 3.40 Hybrid Bermudagrass Hay
5.0 Tons 3/1-9/30 222 0 0 brig. 222 123.16 0.00 418.75 0.00
6151 2 S7 Nankin 1.83 1.83 Small Grain Overseed I.OTons !0/1-3/31 50 0 0 brig. 50 27.74 0.00 50.76 0.00
6151 2 S7 ankin 1.83 1.83 Hybrid Bermudagrass Hay
6.0 Tons 311-9/30 266 0 0 Irrig. 266 147.57 0.0 270.06 0.00
6151 3 S7 akina 3.12 3.12 Small Grain Ovcrseed
1.0 Tons 10/1-3/31 50 0 0 brig 50 27.74 0.00 86.55 0.00
6151 3 S7 akina 3.12 3.12 Hybrid Bermudagrass Hay 5.0 Tons 311-9/30 222 0 0 Irrig 123.16 0.0 394.26 0.00
6151 4 ST akina 1.66 1.66 Small Grain Overseed
1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 46.05 0.00
6151 4 S? akin 1.66 1.66 Hybrid Bermudagrass Hay 5.0 Tons 311-9130 222 0 0 Irrig. 222 123.1 0.00 204.45 0.00
6151 5 S7 eking 4.51 4.51 Small Grain Overseed
1.0 Toni 10l1-3/31 50 0 0 Irrig. 50 27.74 0.00 125.10 0.00
6151 5 S7 akina 4.51 4.51 Hybrid Bermudagrass Hay
5.0 Tons 3/1-9/30 222 0 0 brig 123.16 0.00 555.46 0.00
6151 6 S7 skins 3.10 3.I0 Small Grain Overseed
1.0 Tons 10/1-3l31 50 0 0 brig. 50 27.74 0.00 85.99 0.00
6151 6 S7 akina 3.10 3.10 Hybrid Bermudagrass Hay 5.0 Tons 3/1-9130 222 0 0 [frig 123.I 0.00 381.80 0.00
6151 7 S7 Nakirta 2.27 2.27 Small Grain Overseed
1.0 Tons 10l1-3/31 50 0 0 brig. 50 27.74 0.00 62.97 0.00
6151 7 S7 akin 2.27 2.27 Hybrid Bermudagrass Hay 5.0 Tons 3/1-9/30 222 0 0 Irrig 123.16 0.00 279.58 0.00
6151 8 S7 skins 2.46 2.46 Small Grain Overseed
1.0 Tons 10/1-3/31 50 0 0 brig 50 27.74 0. 6824 0.0
6151 8 S7 akin 2.46 2.46 Hybrid Bermudagrass Hay
5.0 Tons 3/1-9/30 222 0 0 brig 22 123.16 0.00 302.98 0.00
�d
833073 Database Version 4.1
Date Printed: 1MO IS WUT Page 1 of 2

Waste Utilization Table Year l
Nitrogen Canm Res. Marturc Liquid Solid Liquid Solid Man
PA Fert. pbs/A PA anumA Manure Manure Applied
Nutrient Nutrient Nutrien plied Appliod Applied (Field)
Regd Applied pp5ed (acre) (acre) (Field)
OVA) (<�A) («A)
Applic. Applic. low
Source Total Use. Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
Tract Field ID Soil Series Acres Acres
6151 subf238 S7 skins 9.20 9.20 Small Grain Overseed
I.0 Tons 1011-3/31 50 0 0 Irrig. 50 27.74 0.00 255.20 0.00
6151 subl238 S7 akina 9.20 9.20 Hybrid Bermudagrass Hay 5.0 Tons 311-9/30 222 0 0 Irrig. 222 123.16 0.00 1,133.08 0.00
6151 sub4567 S7 akina 3.12 3.12 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig 50 27.74 0.00 86.55 0.00
6151 sub4567 S7 akina 3.12 3.12 Hybrid Bertnudagraa Hay
5.0 Tons 3/1-9/30 222 0 0 Irrig. 222 123.16 0.00 384.26 0.00
6151 sub9 S7 Nakina 0.58 0.58 Small Grain Overseed
1.0Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 16.09 0.00
S.OTons 3/1-9/30 222 0 0 brig 222 123.16 0.0Q 71.43 0.0Q
6151 sub9 S7 akin 0.58 0.58 Hybrid Bermudagrass Hay F--;
t _,Total Applied omL;,;I
Total Produced,1000 gallons 4,449.60
Balance,1000 gallons -914.29 _LtM __
Total Applied,tons
Total Produced,tons �'=rt'f° ;9"-- 0.00
Balance,tons ;!h 0.00
Notes: 1. In the tract column,--symbol means leased,otherwise,owned. 2. Symbol*means user entered data
833073 Database Version 4.1 Date Printed: 12/2018
WUT Page 2 of 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)
6151 1 Nakina 0.45 1.0
6151 2 Nankin 0.40 1 1.0
6151 3 Nakina 0.45 1.0
6151 4 Nakina 0.45 1.0
6151 5 Nakina 0.45 1.0
6151 6 Nakina 0.45 1.0
6151 7 Nakina 0.45 1.0
6151 8 Nakina 0.45 1.0
6151 sub1238 Nakina 0.45 1.0
6151 sub4567 Nakina 0.45 1.0
6151 sub9 Nakina 0.45 1.0
833073 Database Version 4.1 Date Printed IrMOIS 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 1 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
Cam 120 bu 150 14.69
53.92 107.84 161.76
Hay 6 ton R.Y.E. 300
29.38 26.96 53.92 90.88
Soybean 40 bu 160 15.67 50.55 I01.10 151.65n
5 f.65
_ ________ ---------------g-------------
933073 Database Version 4.1 Date Printed: 01-02-2018 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity,this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative,the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Source Name Swine Feeder-Finish Lagoon Liquid Design Storage aci a s
Start Date 9/1 18800
Plan year Month Available Storage Capacity(Days)'
1 1 76
1 2 64
1 3 85
1 4 109
1 5 132
1 6 174
1 7 180
1 8 180
1 9 180
1 10 165
1 11 151
1 12 128
s Available Storage Capacity is calculated as of the end of each month.
___ ------------------------------
833073 Database Version 4.1 Date Printed: 01-02-2018 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.
I There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner,who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, NRCS Field
Office Technical Guide Standard 393 -Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste
will be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone
to flooding (see "Weather and Climate in North Carolina" for guidance).
----------------------------------------------------------------------------------
833073 Database Version 4.1 Date Printed: 1/2/2018 Specification Page 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
AMIN 11. Any new swine facility sited on or after October 1, 1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1, 1995,
shall not be applied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
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833073 Database Version 4.1 Date Printed: 122018 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.
--------------------------------------------------------------------------------
833073 Database Version 4.1 Date Printed: 12/2018 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.
-------------------------------------------------- -------------------------------
833073 Database Version 4.1 Date Printed: 1/2/2018 Specification Page 4

Crop Notes
The following crop note applies to field(s): 1,3,4,5,6,7,8,sub1238,sub4567,sub9
Bermudagrass:Coastal Plain,Organic Soil
Adaptation:Not adapted.
The following crop note applies to field(s):2
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): 1,3,4,5,6, 7,8,sub1238,sub4567,sub9
Small Grain:Coastal Plain,Organic Soils
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 busheWacre 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.
-------------------------------------------------------------------
833073 Database Version 4.1 Date Printed: 01-02-2018 Crop Note Page 1 of 2

The following crop note applies to field(s):2
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 I S 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.
-------------------------------------------------- ------------------------------
933073 Database Version 4.1 Date Printed: 01-02-2018 Crop Note Page 2 of 2

Barnhill
Scale: 1 "=4Q0'
Field 1 Total = 20.01 Ac.
Ix
Field 2 Total = 14.66 Ac.
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Sheet1
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Eddie Barnhill County: Columbus
Address:
Date: 6/3/2009
Telephone:
Table 1 -Field Specifications
Approximate Maximum
Maximum Maximum Application
Useable Size Application per Irrigation
Field of Field Rate Cycle
Number (acres) Soil Type Slope% Crop(s)( In/hr) inches Comments
1 3.4 Nk <5 Bermuda 0.5 .5-1
2 1.83 Nk <5 Bermuda 0.5 .5-1 art dry run-see ma
3 3.12 Nk <5 Bermuda 0.5 .5-1
4 1.66 Nk <5 Bermuda 0.5 .5-1
5 4.51 Nk <5 Bermuda 0.5 .5-1
6 3.1 Nk <5 Bermuda 0.5 .5-1
7 2.27 Nk <5 Bermuda 0.5 .5-1
8 2.46 Nk <5 Bermuda 0.5

Sheet2
TABLE 2 -Travelling Irrigation Gun Settings
Make,Model and Type of Equipments 3"Traveller-Nelson 150 gun
Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Field Number ft/min) in/hr. Width(ft.) Length ft feet Inches at Gun(psi) at reel psi Pattern Comments-Acres per pull
1 3.51 0.62 250 455 300 1.08 60 95 220 3.40
2 2.92 0.45 270 138 300 1.08 60 95 300 1.83
3 5.84 0.76 135 850 300 1.08 60 95 180 3.12
4 5.84 0.76 135 379 300 1.08 60 95 180 1.66
5 2.92 0.45 235 630 300 1.06 60 95 300 4.51
6 2.92 0.45 200 455 300 1.08 60 95 300 3.10
7 2.92 0.45 235 215 300 1.08 60 95 300 2.27
8 2.92 0,45 270 240 300 1.08 60 95 300 2.46
22.35

Sheet4
TABLE 4- Irrigation System Specifications
Traveling Solid Set
Irrigation Gun Irrigation
Flow Rate of Sprinkler( m) 182
Operating Pressure at Pump(psi) 104.8
Design Precipitation Rate in/hr 0.38
Hose Length feet 1000 XXXXXXXX
Type of Speed Compensation Mechanical XXXXXXXX
Pump Type PTO, Engine, Electric Engine
Pump Power Requirement h 20.2
TABLE 5-Thrust Block S ecificabons
THRUST BLOCK
LOCATION AREA(sq.ft.)
90 degree bend 4.94
Dead End 3.5
Tee 2.45
Gate Valve 3.5
45 degree bend 2.66
f
Page 1

Sheet5
IRRIGATION SYSTEM DESIGNER
Name: Kraig Westerbeek I
Company: Murphy-Brown
Address: P.O. Box 759 Rose Hill, NC 28458
Phone: [phone]
Required Documentation
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed irrigation system which Includes hydrant locations,pipelines,thrust block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system
6. Manufacturer's specifications for the Irrigation pump,traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-MRCS standard for IRRIGATION WATER CONVEYANCE.
8. The Information required by this form are the minimum requirements. it is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 25'or wider must be maintained between the limits of the irrigation system and all
perennial streams and surface waters per NC Statutes.
i

Sheets
Narrative of Irrigation System Operation
This design has been done based on 'wetted'acreage criteria for existing systems.
The producer intends to utilize the pulls shown, along with an aerway application system to cover the field
acreages shown in the WUP. No hydrant has been moved as part of this wetted acreage determination.
Producer is familiar with startup,winterization,and R&M requirements of this system.

Sheet?
( CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson 150
Nozzle Size: 1.08 inches
Sprinkler Pressure: 60 psi
Flowrate(GPM): 182 gpm
Wetted Diameter: 270 feet *90%manufacturer's chart
Lane Spacings
Desired Spacing(%): 75 %
Design Spacing(feet): 202.5 'PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet): 200 feet
Actual Spacing (%): 74 %
Application Rate
Application Rate=(96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate= 0.38 in/hr
300 degree arc= 0.45 in/hr
220 degree arc= 0.62 in/hr
180 degree arc= 0.76 in/hr
Traveller Speed
Travel speed= 1.605 x Flowrate/Desired application amount x Lane Spacing
Desired app. (in.)= 0.5 inches
300 degree arc= 2.92 ft/min
220 degree arc= 3.51 ft/min
180 degree arc= 5.84 ft/min
Mainline Velocitv
Velocity= .408 x Flowrate/pipe diameter squared feet/sec."
"For buried pipelines, velocity should be below 5 feet per second
Pipe size: 6 inches
Velocity-- 2.06 ft/sec.
Page 1

Sheet7
Maximum Mainline Friction Loss
Most distant hydrant: 1
Total distance: 2500 feet
Friction Loss is figured using Hazen/William's Equation
Friction Loss= 0.24 feet/100 feet
Max. Mainline Loss= 6.1 feet or 2.6 psi
Total Dynamic Head
Sprinkler Pressure: 60 psi
Loss through traveller: 35 psi
Elevation head: 0 psi
Mainline loss: 2.6 psi
Suction head and lift: 2.2 psi
5%fitting loss: 5.0 psi
TOTAL(TDH)= 104.8 psi or 242.1 feet
Horsepower Required
Horsepower= Flowrate x TDH(feet)/3960/Pump effeciency
Pump Description: Berkeley B3J
Pump Efficiency: 55 %
Horsepower Required: 20.2 Hp
Thrust Blocking
Thrust Block Area=Thrust/Soil Bearing Strength
Thrust: 4200 feet
Soil Bearing Strength: 1200 feet
End Cap: 3.5 ft2
90 degree elbow: 4.9 ft2
Tee: 2.5 ft2
45 degree elbow: 2.7 ft2
Pipe Pressure Ratino Check
Pressure Rating of Pipe to be Used: 200 psi
Max. Pressure on system when running: 104.8 psi
70%of Pressure Rating: 140 psi
If Max. Pressure on system is less than 70%of Pressure Rating, OK
Net Positive Suction Head Check
Page 2

Sheet?
NPSHA: 21.5
NPSHR: 7 *from pump curve
if NPSHA>NPSHR OK
Page 3

Acreage calculations
Pull No. Width Length Start Stop Total Acres
1 250 455 0.35 0.44 3.40
2 270 138 0.53 0.44 1.83
3 135 850 0.265 0.22 3.12
4 135 379 0.265 0.22 1.66
5 235 630 0.61 0.5 4.51
6 200 455 0.56 0.45 3.10
7 235 215 0.61 0.5 2.27
8 270 240 0.53 0.44 2.46

VESTER REGISTER - GROWER #311
STATE ROUTE *1928 - COLUMBUS COUNTY
6 - 800 FEEDER TO FINISH
QBSP# 23-114-23-20
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DIRECTIONS : FROM WHITEVILLE, TAKE HWY 130 TOWARD
SHALLOTTE. AT OLD DOCK, TAKE LEFT ON STATE ROUTE #1928 . FARM WILL
BE APPROXIMATELY 4 MILES ON LEFT.
WILLING ADDRESS: SHIPPING ADDRESS:
VESTER REGISTER VESTER REGISTER
1661 HALLSBORO RD SOUTH STATE ROUTE #1928
HALLSBORO, NC 28442 ASH, NC 28420
(910) 646-3637
BROWN'S OF CAROLINA.INC.
303 EAST COLLEGE STREET • P.O.BOX 487 • WARSAW,N C.28398-0487 • OFFICE: [phone] • FAX:[phone]

(, perator:Vester Register County: Columbus Date: 01/04/96
istance to nearest residence (other than owner) : >1500 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. - 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
4800 head (finishing only) x 135 lbs. = 648000 lbs
'0- sows (farrow to wean) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
Describe other 0
Total Average Live Weight = 648000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 648000 lbs. ALW x Treatment Volume(CF) /lb. ALW
Treatment Volume(CF) /lb. ALW = 1 CF/lb. ALW
Volume = 648000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0. 0 cubic feet L/kA)DAv EPZ- �E4OETZ No
64,0o6E�
4. TOTAL DESIGNED VOLUME
Inside top length (feet) --------------------- 380. 0
Inside top width (feet) ---------------------- 300. 0
Top of dike elevation (feet) ----------------- 47 . 8
Bottom of lagoon elevation (feet) ------------ 36 . 3
Freeboard (feet) ----------------------------- 1. 0
Side slopes (inside lagoon) ------------------ 3 . 0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3 . 0 3 . 0 3 . 0 3 .0 374 . 0 294 . 0 10.5
AREA OF TOP
LENGTH * WIDTH =
374 . 0 294 . 0 109956 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
311. 0 231. 0 71841 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
342.5 262 .5 359625 (AREA OF MIDSECTION * 4)
CU. FT. = (AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM) * DEPTH/6
109956. 0 359625. 0 71841. 0 1.8
Total Designed Volume Available = 947489 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
380.0 300. 0 114000.0 square feet
Buildings (roof and lot water)
0. 0 square feet Describe this area.
TOTAL DA 114000.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal. /day per 135 lb. ALW 1. 37
Volume = 648000 lbs. ALW/135 lbs. ALW * 1. 37 gal/day 180 days
Volume = 1183680 gals. or 158246. 0 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0. 0 gallons/day * 180 days storage/7 .48 gallons
Volume = 0. 0 cubic feet per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7 . 0 inches
Volume = 7. 0 in * DA / 12 inches per foot
Volume = 66500. 0 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7. 5 inches / 12 inches per foot * DA
Volume = 71250. 0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 158246 cubic feet
5B. 0 cubic feet
5C. 66500 cubic feet (�
5D. 71250 cubic feet �\
TOTAL 295996 cubic feet `✓
6. SUMMARY �A
Temporary storage period____________________> 180 days tl
Rainfall in excess of evaporation=====______> 7 . 0 inches 9 ,5
25 year - 24 hour rainfall__________________> inches 1
Freeboard___________________________________> Cm- feet
Side slopes_________________________________> 3 . 0 : 1
Inside top length___________________________> 380 . 0 feet
Inside top width____________________________> 300. 0 feet
Top of dike elevation_______________________> 47 .8 feet
Bottom of lagoon elevation__________________> 36 . 3 feet
Total required volume_______________________> 943996 cu. ft.
Actual design volume________________________> 947489 cu. ft.
Seasonal high watertable elevation (SHWT) ===> y3.O feet
Stop pumping elev.______________------------> 44 . 0 feet
Must be > or = to the SHWT elev.====______> y3.0 feet
Must be > or = to min. req. treatment el.=> 42 . 3 feet
Required minimum treatment volume=====___=_=> 648000 cu. ft.
Volume at stop pumping elevation=====____==_> 655060 cu. ft.
Start pumping elev.=________________________> 46 . 1 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 876239 cu. ft.
m. Volume at start pumping elevation=====______> 871497 cu. ft.
Required volume to be pumped________________> 224746 cu. ft.
Actual volume planned to be pumped=====_____> 216438 cu. ft.
Min. thickness of soil liner when required==> 1.7 feet

lo
7. DESIGNED BY: , Z APPROVED BY: .�,p���::CA'rtG�i.;°0:>>
✓,
D E: _ � DATE:
. � "
6
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
c�FcoRy s�P;.�°.
COMMENTS: fffflfHN�N�\\
*Note: Engineering approval is for minimum design standards
and is based on pre-construction site and soils investigations.
Technical specialist shall verify soils during construction, coNsul-T
with Engineer on any required modifications, and perform final
as-built certification. Technical specialist is responsible
for excavation calculations and nutrient management plan.
Technical specialist to verify with owner/operator (1) all
applicable setback distances, and (2) excavation of known
tile drains in construction area before sitework begins.
•

TYPICAL X-SECTION
- oo TDM ELEV. 50,00'
NAIL I N:_lKe A✓xy.
SEE NOTE 3
Q�v
wig
o
SEE NOTE. 2
EXC CY
FILL - PAD 1.1,07LI C : .. . .. , .,
• CORE TRENCH
DII<C 5,��9 CY SEE-.SOIL SHEET
FOR DEPTH . , }
NOTES: SITE CONDITION NOTES
TOTAL: /�' ��/ CY I) ALL WEAK MATERIAL TO DE OVERCUT
AND BACKFILLED AND COMPACTED. s
THICKNESS OF LINER DEPENDS ON OVERALL, 77) IV
N DEP11-1. LINER FOR THIS LAGOON TO DE I-. I70 AA:/« • s t
COMPUTATIONS BY: s
f1 Y�l' �Z�'1//fTf Dit/S --�D.T 2) DIKE OEI IINO OLDGS TO BE MIN. 0.5'•
IIIGIIER THAN OTI•IER PLAN14ED ELEV.,
3) WALK AND LOADING AREA TO DE BUILT 1.5' ABOVE LOW
END PADS. BUILD G' WIDE CONTIIJ.. 7' FROM REAR OF BLOCS.
FILL TO (II.DGS BEFORE Er"1IP MOVES 'OUT (WORK TO BE
COORUINAIED W/ BL.U(; ! RACIORS).

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders, sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.7 ft.
------ --------------------------------------:
LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over-
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL, SC,CH) .
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS

------------------ ------------
When tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.
l

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 3 .0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0. 0 LBS. RYE GRAIN AT 30 LBS. /ACRE (NURSERY FOR FESCUE)
0.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS. /ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
0.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS. /ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
30.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS. /ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
120.0 LBS. RYE GRASS AT 40 LBS. /ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
3000.0 LBS. OF 10-10-10 FERTILIZER (1000 -LBS. /ACRE)
6.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
300. 0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS. /ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

SOILS & SITE EVALUMON
operation: pP2d/4+/­/4je?:11 state Road #
Date: _ .,q 5County: 6z.,amzz
Distance to nearest residence: >IS-60
Number of homes within half-mile radius:
Number of homes within one mile radius:
Distance to closest swine producer: > r / ► pv
Distance to Feedmill: .30 #- .L�
Wetland Information: 10 2(o
Comments:
Depth 1 2 3 4 5 6 7
(ft)
1-2
2-3
3-4 `L�
v
6-7 ^
7-8
8-9
9-10 : n
10-+
* Seasonal High Water Table
Borings made by: Z44&0.e_.1
Signature & Title:

• j. I./Or0 Y. ..46G111. V 1 ny1 1 vL 4 6iA. c •.••
oil Conservation Service September 1980
File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR p .GA"4O°')S
e e % r _ ; County 402"blol't5els,ndowner .
Community or Croup: Nn.� • Consemtiorr Plan Na. .
U•
Estimated Depth of Water to Top. of Dam � � Ft.' Length of Flood Pool Ft.
Date a-" Field Hazard Investigation / �3`96
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden den failure. -
. t_ . ev. -.Et. evati on
Kind 0 :Improvements: of Breach
Reach: Length: Width: Slape: Land. use Improvements Above :Floodwater Above
: Flood Plain: Flood Plain
Ft. Ft. p Ft. Ft.
3
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach
�a7►h7A �iz Coss dG ZlLE
Hazard Classification of Dam b, c) (see HEM-Part 520.21)
Dam Classification (I, II, III , I V)
By Date
e (title)
Concurred By ' . [• Date
— nam title
N 7: I. Instructions on reverse side.
2. Attach additional sheets as needed.

a
. INSTRUCTIONS
All dams built with tactinical' assistance from the 'Soil Coriservation Service.
.s_i
must have a hazard clasficztion assigned by the person responsible for _.
approving-the-design_ -*Moit farm ponds,-except n-borderl-ine-cases,•cart _._',,-;�:.:z'.•
be classified after a- complete .fiatd, investigation without assuming failure -
and making breach• studies. Tors 'data sheet is to be-Used for recordTng`
the information..obtafned .through field. studies and for documenting the
-
hazard, classification. Where there Ti a -possibility for doss oT'ltfe cr~~
major property damage from a dam failure, an approved breach routing
procedure is to be used. (Consult with. the- are_ eng-rneer:r ` '`• `
Hazard classifications of damns are made by' evaluating the 'possibilfty • '•r `
for loss of life and the extent of damage that would result ,if the dam.** '
should- sud'denly brear-h--that is---a section• of the dam be suddenly and
camp-1e'teTy washed-out. . It is to be. .assumed that a wall of water will. be
- reTeased equaT ta''.the'height of the.dam. This •flood wave will be reduced.
. in height as it moves down the 'flood plain. The wave height* (depth of
flooding) should be'evalua'ted• for a suffleient distance- downstream until "
the estimated flood level will not cause significant damage 'to improvements, .
such as• hares, buildings', roads,-tail-ities, reservoirs, etc. The breach
flood level will be reduced depending on the valley storage, slope, and '
openess -of the flood plain; however, in a•narrow steep vaTl ey slope's
steeper than 100s should be given special consideration. One method of
evaluation is to compare available -valley storage (under flood conditions)
to impoundment storage (figured to the top *of the- dam) for each reach
evaluated with- a• judgment estimate- made of the flood wave height at all-.- ..
critical points downstream.
Should there be any questions about the hazard classification for a dam,
-' the area engineer should be consul tad before ir`aking "desfgn. cornitments- ::--
-- - ...
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ZONE A' 2t
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• .o hiirte -
E VE
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ER E R
r ... FL000
T r — ZONE X Ato.ad �r,
�;-• drangtr����a�i
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t OTHER ARFJtS
ZONE X Mesas drw*aiapd>o be t SIX
L: ZONE O Aeab�l:di6padlarto�
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• Flood Boursdary
t Floo&-.ay Botssdaey -
r R ` Zone D Bc rdary
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"-u-y...._ Zone%, and gound&rr D..
c2nr Coxsal Barw Flood Ek-ae
Special Flood Huard Zane
.sY a G3 —567—
Base Flood Elc+atron Lune,Ek+.atr.
STATE ROAD 1929 A \J Crops Section Line
_ � (EL 1 91 Base Flood Elate+twn in feet\+!r
W
\\'ithm Zase-
T H RM5X Elevation Retere••+ce%wk
k
M3.0 ile.mark
*Referenced to the National Geodetic Ve%trcal Datum of 1929
.sl
• ., � NOTES
This map is for use in administering the National Flood Insurance
does not necessarily identify all planimetric features outside 5pecial Fit
. r Area or all areas subject to flooding, particularly from local drama
fi st of small size.
ZONE X
q Areas of Special Flood Hazard(100-year flood)include zones.A.A
r B rF AH--AQ.- t?9. v. VE and V1-V30.
rr= /iDA Certain areas not in 5pecial Flood Hazard Areas may be pnmctcd br fk
- _ 0
1928 structures.
Boundaries of the floodways were computed at cross sections and rr
between cross sections.The floodways were based on Fndrauhc cot*
with regard to requirements of the Federal Emergency nunagerner
Floodway widths in some areas may be too narrow to she to seal
Floodwa•Data Table where floodwa% width is shown at L20 inch
� - Coastal base flood elevations apply only landward of the shoreLnt
;4 r
This map incorporates approximate boundaries of coastal barren e
grt under the Coastal Barrier Resources Act IPL 97-348).
Elevation reference marks are described in the Flood Insurance Stu
Corporate limits shown are current as of the date of this map.The
X. ... contact appropriate community officials to determine if corporate
changed;ubsequen:to the issuance of this map.
For adjoining panels. see separately printed,clap Index.
MAP REPOSITORY
SCS Office, 112 West Smith Street,Whiteville,North Caroh
available for reference only; not for distribution.)
INITIAL IDENTIFICATION:
C.C JUNE 16. 1978
in
's •- Jmuper Z FLOOD HAZARD BOUNDARY MAP REVISION

Old Dock Farm AWS240098
System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates change
over time as equipment gets older and components wear. In particular, pump wear
tends to reduce operating pressure and flow. With continued use, nozzle wear results in
an increase in the nozzle opening which will increase the discharge rate while
decreasing the wetted diameter.
You should be aware that operating the system differently than assumed in the design
will alter the application rate, diameter of coverage, and subsequently the application
uniformity. For example, operating the system with excessive pressure results in smaller
droplets, greater potential for drift, and accelerates wear of the sprinkler nozzle.
Clogging of nozzles can result in pressure increase. Plugged intakes or crystallization of
mainlines will reduce operating pressure. Operating below design pressure greatly
reduces the coverage diameter and application uniformity.
For the above reason, you should calibrate your equipment on a regular basis to ensure
proper application rates and uniformity. Calibration at least once every three years is
recommended. Calibration involves collecting and measuring flow at several locations in
the application area. Any number of containers can be used to collect flow and
determine the application rate. Rain gauges work best because they already have a
graduated scale from which to read the application amount without having to perform
additional calculations. However, pans, plastic buckets, jars, or anything with a uniform
opening and cross-section can be used provided the liquid collected can be easily
transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly throughout
the application area at several distances from sprinklers. For traveling 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
1

Old Dock Farm AWS240098
OPERATION & MAINTENANCE PLAN
Proper lagoon 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 a
thunderstorm season in the summertime. This means that at the first sign of plant growth in the
later winter/ early spring, irrigation according to a farm waste management plan should be done
whenever the land in 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 irrigated 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 fertilized applied
should be based on a soils test, but in the event that it is not practical to obtain a
soils test each year, the lagoon embankment and surrounding areas should be
fertilized with 800 pounds per acre of 10-10-10, or equivalent.
• Brush and trees on the embankment must be controlled. This may be done by
mowing, spraying, grazing, chopping, or a combination of these practices. This
should be done at least once a year and possibly twice in years that weather
conditions are favorable for heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter the
lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of the lagoon
and at least monthly and after major rainfall and storm events. Items to be checked should
include, as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes --look for:
1. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes
2

Old Dock Farm AWS240098
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 or vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon
dam. A good stand of vegetation will reduce the potential damage caused by wave
action. If wave action causes serious damage to a lagoon sidewall, baffles in the lagoon
may be used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon
has any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is a
threat of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps --check for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need of 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
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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 overflow 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 occur 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.
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Old Dock Farm AWS240098
• Practice water conservation --- minimize building water usage and spillage from
leaking waterers, broken pipes and washdown through proper maintenance and
water conservation.
• Minimize feed wastage and spillage by keeping feeders adjusted. This will reduce
the amount of solids entering the lagoon.
Management:
• Maintain lagoon liquid level between the permanent storage level and the full
temporary storage level.
• Place visible markers or stakes on the lagoon bank to show the minimum liquid level
and the maximum liquid level. (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.
• Don not pump the lagoon liquid level lower than 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:
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Old Dock Farm AWS240098
• proper lagoon sizing,
• mechanical solids separation of flushed waste,
• gravity settling of flushed waste solids in an appropriately designed basin, or
• minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
• have more nutrients,
• have more odor, and
• require more land to properly use the nutrients.
Removal techniques:
• Hire a custom applicator.
Mix the sludge and lagoon liquid with a chopper- agitator impeller pump through large
-bore sprinkler irrigation system onto nearby cropland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; mix
remaining sludge; pump into liquid sludge applicator; haul and spread onto cropland or
forageland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland;
dredge sludge from lagoon with dragline or sludge barge; berm an area beside lagoon
to receive the sludge so that liquids can drain back into lagoon; allow sludge to
dewater; haul and spread with manure spreader onto cropland or forageland; and soil
incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and
crop requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage.
Close attention by the pumper or drag-line operator will ensure that the lagoon liner
remains 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
phosphors, 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.
6

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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.
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EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) [phone]
EMERGENCY MANAGEMENT SERVICES (EMS) [phone]
SOIL AND WATER CONSERVATION DISTRICT (SWCD) [phone]
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) [phone]
COOPERATIVE EXTENSION 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 your property to consider that you have a problem. You should make every effort
to ensure that this does not happen. This plan should be posted in an accessible
location for all employees at the facility. The following are some action items you should
take.
1. Stop the release of wastes. Depending on the situation,this may or may not be possible. Suggested
responses to some possible problems are listed below.
A. Lagoon overflow-possible solutions are:
a) Add soil to berm to increase elevation of dam.
b) Pump wastes to fields at an acceptable rate.
c) Stop all flow 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 flow in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks-
possible action:
a) Dig a small sump or ditch from the embankment to catch all seepage, put in a submersible
pump, and pump back to lagoon.
b) If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil.
8

Old Dock Farm AWS240098
c) Have a professional evaluate the condition of the side walls and the lagoon bottom as soon
as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach 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: [phone]. 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 the movement of the spill, weather and
wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice/technical assistance phone number.
4. If none of the above works call 911 or the Sheriff's Department and explain your problem to
them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize offsite damage.
a. Contractors Name: Murphy Brown,LLC
b. Contractors Address: Po Box 856, Warsaw,NC 28398
c . Contractors Phone: [phone]
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: Kraig Westerbeek
b. Phone: [phone]
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify
the damage, repair the system, and reassess the waste management plan to keep
problems with release of wastes from happening again.
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Old Dock Farm AWS240098
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
solids from gutters as designed.
W Remove bridging of accumulated solids at
discharge
_Lagoons and Pits Crusted Solids (VO Maintain lagoons,settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30%of surface.
Excessive Decaying vegetation(✓)Maintain vegetative control along banks of
Vegetative Growth lagoons and other impoundment's to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage () Design,operate and maintain feed systems(e.g..
bunkers and troughs)to minimize the accumulation
of decaying wastage.
() Clean up spillage on a routine basis(e.g.7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulation of feed () Reduce moisture accumulation within and around
residues 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 Accumulation of animal () Eliminate low area that trap moisture along fences
Areas wastes and feed wastage and other locations where waste accumulates 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
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Old Dock Farm AWS240098
Dry Manure Handling Accumulations of animal ()Remove spillage on a routine basis(e.g.7-10 day
Systems wastes 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 strips around stockpiles and manure handling
areas as needed.
The issues checked (4 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.
b.L
(Lan owner Signature)
For more information contact the Cooperative Extension Service, Department of Entomology, Box
7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC-- November 11, 1996
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Old Dock Farm AWS240098
SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BMP's to Minimize Odor Site Specific Practices
_Farmstead Swine production (/)Vegetative or wooded buffers:
(/)Recommended best management
practices;
(✓)Good judgment and common sense
Animal body Dirty manure ( Dry floors
surfaces covered animals
Floor surfaces Wet manure-covered (✓)Slotted floors;
floors (;()Waterers located over slotted floors;
( )Feeders at high end of solid floors;
(V)Scrape manure buildup from floors;
( )Underfloor ventilation for drying
Manure collection Urine (/)Frequent manure removal by flush,pit
pits recharge or scrape
Partial microbial ( )Underfloor ventilation
decomposition
Ventilation Volatile gases (V)Fan maintenance;
exhaust fans Dust (V)Efficient air movement
Indoor surfaces Dust (V)Washdown between groups of animals
( )Feed additives;
( )Feeder covers;
( )Feed delivery downspout extenders to
feeder covers
Flush Tanks Agitation of recycled( )Flush tank covers
lagoon liquid while tanks ( )Extend fill lines to near bottom of tanks
are filling with anti-siphon vents
Flush alleys Agitation during waste ( )Underfloor flush with underfloor
water conveyance ventilation
Pit recharge Agitation of recycled()Extend recharge lines to near bottom of
points lagoon liquid while pits pits with anti-siphon vents
are filling
Lift stations Agitation during sump ( )Sump tank covers
tank filling and drawdown
Outside drain Agitation during waste ( )Box Covers
collection or water conveyance
junction boxes
End of drain Agitation during waste ( )Extend discharge point of pipes
pipes at lagoon water underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions (,/)Proper lagoon liquid capacity
Biological mixing (/)Correct lagoon startup procedures
Agitation ( )Minimum surface area-to-volume
ratio( )Minimum agitation when
pumping
( )Mechanical aeration
( )Proven biological additives
Irrigation sprinkler High pressure agitation (/)Irrigate on dry days with little or no wind
nozzles Wind draft (,()Minimum recommended operation pressure
(V)Pump intake near lagoon liquid surface
( )Pump from second-stage lagoon
AMOC—November 11, 1996
12

Old Dock Farm AWS240098
Storage tank or Partial microbial ( )Bottom or midlevel loading
basin surface decomposition Mixing while ( )Tank covers
filling Agitation when emptying( )Basin surface mats of solids
( )Proven biological additives or oxidants
Settling basin Partial microbial decom- ( )Extend drainpipe outlets underneath liquid
surface position Mixing while filling level
Agitation when emptying ( )Remove settled solids regularly
Manure,slurry or Agitation when spreading ( )Soil injection of slurry/sludges
sludge spreader Volatile gas emissions ( )Wash residual manure from spreader after use
outlets ( )Proven biological additives or oxidants
Dead animals Carcass decomposition (413roper disposition of carcasses
Dead animal Carcass decomposition ( )Complete covering of carcasses in burial pits
disposal pits ( )Proper location/construction of disposal pits
Incinerators Incomplete combustion ( )Secondary stack burners
Standing water improper drainage (V)Farm access road
around facilities maintenance Microbial decomposition of away from
f nfibismatter
_Manure tracked Poorly maintained access (v/)Farm access road maintenance
onto public roads 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:EBAE128-88NCSU-BAE
Swine Production Facility Manure Management:Underfloor Fluse-Lagoon Treatment 129-88NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE103-83NCSU-BAE
Calibration of Manure and Wastewater Application Equipment EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings;PIH-33 NCSU-Swine Extension
Environmental Assurance Program: NPPC Manual NC Pork Producers Assoc
Options for Managing Odor;a report from the Swine Odor Task Force NCSU Agri Communication
Nuisance Concerns in Animal Manure Management: Odors and Flies;PR0101, Florida Cooperative Extension
1995 Conference Proceedings
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 Management Practices have been
reviewed with me. j2Q4 4;a�. L UL
r
(Landowner Signature)
13

Old Dock Farm
Swine Farm Waste Management— Odor Control Checklist Permit No.: AWS240098
Date: 3/11/2024
INSTRUCTIONS FOR USE Owner Signature:
♦ Odor Control Checklist is required by General Statute 143-215.10C(e)(1)
♦ Check any/all the BMPs you will implement on this facility. Items checked/selected become a requirement of the CAWMP.
♦ Items in bold or pre-selected are required.
♦ Add any site-specific details related to the selected BMPs
♦ Include any other odor control measures not listed
♦ NOTE: Not all BMPs may be cost-effective for every facility. Evaluate each BMP prior to selecting for your facility.
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
FARMSTEAD
♦ Swine Production ❑ Maintain vegetative or wooded buffers at or •Traps dust and gases, provides dilution
near property boundary and visual screening
• May require third party input/approval
♦ Improper drainage ❑ Grade and landscape so water drains away • Reduce odors and vectors that occur
from facilities and prevent ponding with stagnant conditions
❑ Maintain farm access roads and prevent traffic • Prevents spillage during transport and
in waste application area tracking of waste onto public roads
❑ Other BMPs—please describe
MORTALITY MANAGEMENT
♦ Carcass ® Dispose of mortality using method approved • Required by statute and permit
Decomposition by NCDA&CS State Veterinarian. Manage • May require third party input/approval
According to CAWMP(Mortality Management
Checklist)and permit(s).
❑ Put carcasses in refrigerated (or freezer)dead
boxes within 24 hours for short-term mortality
storage.
♦ Incomplete Incineration ❑ Use incinerators with secondary burners for • Reduce odors by complete incineration
complete combustion.
❑ Other BMPs—please describe
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Old Dock Farm
Swine Farm Waste Management — Odor Control Checklist Permit No.: AWS240098
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
HOUSE/BARN—WASTE HANDLING
♦ Flush tanks ❑ Install flush tank covers • Pit-flush systems
♦ Odorous Gases ❑ Flush pits at least 4 times per day • Pit-flush systems
♦ Partial microbial ❑ Empty pits at least once every 7 days • Pit-recharge or"pull-plug" systems
decomposition ❑ Underfloor flush with pit ventilation
♦ Agitation of wastes ❑ Install/extend fill lines to near bottom of
tanks with anti-siphon vents
❑ Install covers on outside waste collection or
junction box
❑ Install sump tank covers for lift stations
♦ Ammonia ❑ Flush/recharge with treated effluent
❑ Treat waste in pits with proven biological or • Monitor for any solids accumulation in pit
chemical additive
❑ Other BMPs—please describe
HOUSE/BARN—FLOOR AND INDOOR SURFACES
♦ Manure covered floors ❑ Scrape manure from alleys into pens daily • Will move with other manure via pits
❑ Install fully slotted floor system
❑ Install waterers over slotted floor area
❑ Install feeders at high end of solid floors • Where applicable
♦ Odorous Gases ❑ Scrape manure buildup from floors and walls •Aids in animal cleanliness
❑ Keep floors dry •Aids in animal cleanliness
❑ Install underfloor ventilation for drying
❑ Replace bedding/scrape at frequency to • Solid floor/bedding systems
keep bedding dry
❑ Other BMPs—please describe
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Old Dock Farm
Swine Farm Waste Management — Odor Control Checklist Permit No.: AWS240098
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
HOUSE/BARN—VENTILATION
♦ Dust ❑ Clean fans regularly—specify frequency
♦ Volatile/odorous gases ❑ Efficient air movement
❑ Install temperature and humidity sensors to
control ventilation
❑ Treat barn exhaust • Examples: biofilters,wet scrubbing,windbreaks
• May reduce ventilation rate depending on method
❑ Other BMPs—please describe
HOUSE/BARN—FEED
♦ Dust ❑ Install feed covers
♦ Adsorbed Gases ® Keep outdoor feed storage covered except • Required by rule 15A NCAC 02D .1802
When necessary to add/remove feed
❑ Minimize free-fall height of dry feed
❑ Install feed delivery downspout extenders
to the feed covers
❑ Remove spoiled/unusable feed on regular basis
❑ Feed pellets instead of dry meal • May require third party input/approval
❑ Use feed additives • May require third party input/approval
♦ Ammonia ❑ Use feed-reduced crude protein diet • May require third party input/approval
❑ Other BMPs—please describe
HOUSE/BARN—GENERAL
♦ Dust ❑ Install temperature and humidity sensors • Maintain relative humidity at 40 to 65%
♦ Odorous Gases to control ventilation
❑ Use ultraviolet light to treat indoor air
❑ Use indoor or outdoor electrostatic space • Can be used to treat exhaust air
charge system
❑ Other BMPs—please describe
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Old Dock EFa=rm :=
Swine Farm Waste Management — Odor Control Checklist Permit No.: AWS240098
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
LAGOON/WASTE STORAGE STRUCTURE
♦ Volatile Gases ® Maintain proper lagoon volume •Sufficient liquid volume/depth is required
for proper anaerobic treatment
❑ Minimize free-fall height of waste from
discharge pipe to lagoon surface
❑ Extend discharge point of pipe to below lagoon • Use caution not to scour or damage lagoon liner
liquid level
❑ Maintain proper surface area-to-volume ratio
❑ Use correct lagoon start-up procedures
❑ Aerate for odor control
® Manage sludge levels based on annual sludge
survey as required by permit
❑ Keep spilled feed or foreign debris out of lagoon
to prevent excess sludge accumulation
❑ Install/use solids separation system
❑ Use proven biological or chemical additives • Monitor for any increase in rate of solids accumulation
❑ Use permeable lagoon covers (not a digester)
❑ Use impermeable lagoon cover or • Methane can be flared if not utilized
anaerobic digester
❑ Other BMPs—please describe
LAND APPLICATION
♦ Odorous gases ® Perform land application in accordance with
CAWMP
♦ Wind drift ® Pump intake near lagoon surface • Required by rule 15A NCAC 02D .1802
❑ Pump from second stage lagoon
❑ Follow good neighbor policy •Avoid application on known weekends,
special days, or holidays/eves if possible
❑ Operate at minimum recommended pressure
❑ Increase setbacks beyond those required by
statute, rule, or permit
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Old Dock Farm
Swine Farm Waste Management — Odor Control Checklist Permit No.: AWS240098
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
LAND APPLICATION (CONTINUED)
❑ Apply during favorable wind conditions, • Recommend checking predicted average hourly
(especially for traveling guns or impact wind speed within 24 hours prior to
sprinklers) anticipated start
❑ When practical,apply waste on sunny days • Allows for vertical dissipation of odor
rather than cool,overcast days
❑ When possible,apply waste mid-morning to •Allows for better vertical dissipation of odor
late-afternoon
❑ For traveling guns, use taper-ring or taper-bore • Less odor and drift than ring nozzles
nozzles
❑ For traveling guns, use largest-available nozzle
that provides acceptable application uniformity
❑ Replace impact sprinklers with low-drift nozzles
on center pivots and linear move systems.
❑ Use hose-drag system
❑ Use injection method for waste application
❑ Other BMPs—please describe
SLUDGE DISPOSAL
♦ Odorous gases ❑ Transport sludge in covered vehicles or tankers
❑ Apply in thin, uniform layers •Speeds drying and prevents ponding
❑ Incorporate land-applied sludge as soon as • Required within 48 hours or prior to next rain event,
practical after application,and in accordance whichever is first,for conventionally tilled
with permit. bare soils
❑ Use injection method for sludge application
❑ Dewater sludge prior to application
❑ Use alternatives to land application, such as
compost,gasification,energy generation, etc.
❑ Other BMPs—please describe
Swine AMOC Page 5 of 6 APPROVED—7/25/2019

ADDITIONAL INFORMATION AVAILABLE FROM:
Air Management Practices Assessment Tool (AMPAT) www.extension.iastate.edu/ampat/
AHG-538-A Certification Training for Animal Waste Management Systems:Type A NC Division of Water Resources
EBAE 103-83—Lagoon Design and Management for Livestock Manure Treatment and Storage www.bae.ncsu.edu
EBAE 128-88—Swine Production Facility Manure Management: Pit Recharge-Lagoon Treatment www.bae.ncsu.edu
EBAE 129-88—Swine Production Facility Manure Management: Underfloor Flush-Lagoon Treatment www.bae.ncsu.edu
EBAE Fact Sheet—Calibration of Manure and Wastewater Application Equipment www.bae.ncsu.edu
EBAE Fact Sheet—Swine Production Farm Potential Odor Sources and Remedies www.bae.ncsu.edu
NC NRCS Standard 359—Waste Treatment Lagoon www.nres.udsa.gov
NC NRCS Standard 380—Wind break/Shelterbelt Establishment www.nres.udsa.gov
NC NRCS Standard 422—Hedgerow Planting www.nres.udsa.gov
NC NRCS Standard 442—Sprinkler System www.nres.udsa.gov
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107 1995 Conference Proceedings Florida Cooperative Extension Service
Options for Managing Odor:A Report from the Swine Odor Task Force NC State University
Swine AMOC Page 6 of 6 APPROVED—7/25/2019

Version—November 26,2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should beat least one foot above the seasonal
high water table.Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
Q A composting system approved and permitted by the NC Department of Agriculture &Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture&Consumer Services (G.S. 106-549.70).
Any method which, in the professional opinior6of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be:done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions(refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency,the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Owner/Manager Date
7-
Signature of Technical Specialist Date

DEVICES TO AUTOMATICALLY STOP IRRIGATION EVENTS
STATE GENERAL PERMITS
The State of North Carolina has issued State General Permits for animal facilities to operate in North Carolina. These
Permits meet both State and EPA requirements and provide coverage for the following types of facilities.
• AWG100000-Swine Facilities
• AWG200000-Cattle Facilities
• AWG300000-Poultry Facilities with a liquid waste management system
You have recently been issued a Certificate of Coverage(COC)to operate your animal facility under one of these General
Permits.
Condition 11.24 of each of these Permits reads as follows:
The Permittee shall:
a.install,operate,and maintain devices on all irrigation pumps/equipment designed to automatically stop irrigation
activities during precipitation;or
b.commit to provide for the presence of the OIC,a designated backup OIC,or a person under the supervision of an
OIC or designated backup OIC at all times during the land application of waste so that in case of a precipitation
event,the irrigation activities will be stopped immediately. This commitment must be submitted in writing to the
Division on a form supplied by,or approved by,the Division.[G.&§90A-47]
Installation of devices or submission of alternate documentation shall be completed within 12 months of the
issuance of the COC for this General Permit. The Permittee shall maintain such devices according to the
manufacturer's instructions and warranties.This Condition does not apply to manure spreaders or other equipment
pulled by manned vehicles.[1 SA NCAC 02T.0108(b)]
Please check the box below that indicates your commitment to do one of the following.
I I Within twelve(12)months of the effective date of a COC issued under this permit,I shall install,operate and maintain
devices on all irrigation pumps/equipment designed to automatically stop irrigation activities during precipitation.
This condition does not apply to manure spreaders or other equipment pulled by manned vehicles.
I/ I will commit to provide for the presence of the Operator in Charge(OIC),the designated backup OIC, or a person
under the supervision of an OIC or backup OIC at all times during the land application of waste.
"I certify under penalty of law that this document was prepared under my direction or supervision in accordance with a
system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my
inquiry of the person or persons who manage the system,or those persons directly responsible for gathering the information,
the information submitted is,to the best of my knowledge and belief,true,accurate,and complete. I am aware that there are
significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing
violations."
f9o1-1k Fad aq8
Facility Name Permit Number
Lisp S Freed~ on ,IvAa(f WO-6 66gt GAG
Owner/Permittee Name and Title(type or print)
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Signature of Owner/Permittee Date
Signature of Operator in Charge(if different from Permittee) Date
DTASIE 1-21-2020