310507_Application_20240226

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: AW S310507
2. Facility Name: M&S Britt Farms
3. Permittee's Name(same as on the Waste Management Plan): Marshall Britt
4. Permittee's Mailing Address: PO Box 27
City: Albertson (L%rz)1Cb0-0t0CtV_ State: NC Zip: 28508
Telephone Number: - t. E-mail:
5. Facility's Physical Address: 519 Coy Smith Rd
City: Albertson State: NC Zip: 28508
6. County where Facility is located: Du lin
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): Marshall S.Britt Phone No.: 452-5 *24-756r OIC#: 19629
11. Lessee's Name(if there is not a Lessee,write"None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Feeder to Finish 3,672
Operation Types:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

0
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)
1 Lagoon 7/18/2003 Full,clay 1,059,267.00 112,350.00 27.00
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.

a
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 as corporation,signature should be by a principal executive officer of the corporation):
Name(Print): 41 V a ( ` L� �l t Title: C 1r
Signature: Date:
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

Nutrient Management Plan For Animal Waste Utilization
11-02-2015
This plan has been prepared for: This plan has been developed by:
Scott Britt Farm Billy W Houston
Marshall Scott Britt Duplin Soil& Water Conservation
442 Coy Smith Rd 165 Agriculture Dr.
Suite B
Albertson, NC 28508 Kenansville, NC 28349
252-568-3560 910-296-2120
Devel per 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
th' plan.
Signature(owner) Date
Signature(manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture-Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By: 64Z /�✓
Technical Specialist Signature Date
----------------------------------------------------------------------------------------------- - --- -
255041 Database Version 4.1 Date Printed: 11-02-2015 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following s®nrcc(s)o
Commercial Fertilizer is not included in this plan.
S7 Swine Feeder-Finish Lagoon Liquid waste generated 3,403,944 gals/year by a 3,672
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 6136
Incorporated 7363
Injected 7363
Irrigated 6136
Max. Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs) * Applied (lbs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 6,136 13444 -7,308 7,383,519 -3,979,575
Year 2 6,136 16142 -10,006 8,295,172 -4,891,228
----- - - - ---- -- -- -- -- ---------- --------
Note: In source ID, S means standard source,U means user defined source.
*Max.Available PAN is calculated on the basis of the actual application method(s)identified in the plan for this source.
255041 Database Version 4.1 Date Printed: 11-02-2015 Source Page 1 of 1

Revised Addendum
To
Nutrient Manazement Plan
Facility Number: 31-507
Facility Name: M&S Britt Farm
Facility Owner: Marshall Scott Britt
Facility Type: 3,672 Feeder to Finish
Current NMP Date: 111212015
Addendum Date: 31112020
Tract Field Soil Type Use. Crop Applic. N
Acres Period Applied
71827 (B2) Autryville 14.61 Bermuda Pasture 311 —9130 206 lbs
1,2,&3
71827 (B2) Autryville 14.61 Small Grain 1011 —3131 50 lbs
1,2,&3
Addendum Narrative
This addendum changes fields list above to bermuda pasture/small grain overseed.
Agency: A riment Services, Inc.
Technical Specialist: Ronnie G. Kennedy, Jr.
100
Technical Specialist Signature:
Date: 31112020

Narrative
This WUP is written using irrigation information provided by Mr. Britt and completed by Geno
Kennedy(Agriment Services Inc.). Fields Blbuf,132buf and B2buf2 reflect acres not included in the
original WUP completed by Mr. Kennedy.
Fields B4 and B5 reflect actual acres available for irrigation using a Honey Wagon for waste application,
excluding a ten(10)foot buffer around the perimeter of these fields.
If desired to better facilitate farming operations,Mr.Britt may at times plant field Bl pulls 1-4 to Pearl
Millett Pasture using the same PAN rate as field B2,1-3 which'is 206 LbsN/Ac. This will increase the
Nutrient Deficient of the WUP.
ALL FIELDS USED FOR IRRIGATION MUST MEET MONITORING AND REPORTING
REQUIREMENTS BASED ON 0200 REGULATIONS.
MR.BRITT PLANS TO APPLY HIS WASTE BASED ON HIS SPECIFIC WASTE ANALYSIS NOT
TO EXCEED THE HYDRAULIC LOADING LIMITS OF HIS SOIL TYPES.
**Mr Britt Will Follow A No-Till Conservation Rotation [ie:No-Till Corn or Millett,Following
Soybeans] On Crop Spray Fields.
------------------------------------------------------------------------------------------------------------------------------------------ g
255041 Database Version 4.1 Date Printed: 11-02-2015 Narrative Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition,the Leaching Index for each field is shown,
where available.
Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
4543 f 131-1 4.23 4.23 N/A Autryville Small Grain Overseed 1.0 Tons
Corn,Grain 85 bu.
Small Grain Overseed 1.0 Tons
Soybeans,Manured,Double Crop 25 bu.
4543 t BI-2 3.38 3.38 N/A Autryville Small Grain Overseed 1.0 Tons
Com,Grain 85 bu.
Small Grain Overseed 1.0 Tons
Soybeans,Manured,Double Crop 25 bu.
4543 1 B1-3 3.44 3.44 N/A Autryville Small Grain Overseed 1.0 Tons
Com,Grain 85 bu.
Small Grain Overseed 1.0 Tons
Soybeans,Manured,Double Crop 25 bu.
4543 BI-4 3.45 3.45 N/A Autryville Small Grain Overseed 1.0 Tons
Com,Grain 85 bu.
Small Grain Overseed 1.0 Tons
Soybeans,Manured,Double Crop 25 bu.
4543 Blbuf 1.80 1.80 N/A Autryville Small Grain Overseed 1.0 Tons
Corn,Grain 85 bu.
Small Grain Overseed 1.0 Tons
Soybeans,Manured,Double Crop 25 bu.
4543 134-H 4.20 4.20 N/A Autryville Corn,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
4543 135-H 19.00 19.00 N/A Autryville Corn,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
71827 1 132-1 4.26 4.26 N/A Autryville Small Grain Overseed 1.0 Tons
Pearl Millett,Pasture 5.0 Tons
71827 1 B2-2 5.42 5.42 N/A Autryville Small Grain Overseed 1.0 Tons
Pearl Millett,Pasture 5.0 Tons
71827 132-3 4.93 4.93 N/A Autryville Small Grain Overseed I.0 Tons
255041 Database Version 4.1 Date Printed 11/2/2015
PCS Page 1 of 2
NOTE: Symbol*means user entered data.

Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
Pearl Millett,Pasture 5.0 Tons
71827 ' B24 6.64 6.64 N/A Autryville Corn,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
71827 1 B2-5 6.82 6.82 N/A Autryville Com,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
71827 132-6 6.201 6.20 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
71827 132buf 3.00 3.00 N/A Autryville Small Grain Overseed 1.0 Tons
Pearl Millett,Pasture 5.0 Tons
71827 132buf2 2.50 2.50 N/A Autryville Com,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
PLAN TOTALS: 79.27 79.27
LI Potential Leaching Technical Guidance
<2 Low potential to contribute to soluble None
nutrient leaching below the root zone.
�—2& Moderate potential to contribute to Nutrient Management(590)should be planned.
<=10 soluble nutrient leaching below the root
zone.
High potential to contribute to soluble Nutrient Management(590)should be planned. Other conservation practices that improve
nutrient leaching below the root zone. the soils available water holding capacity and improve nutrient use efficiency should be
> 10 considered. Examples are Cover Crops(340)to scavenge nutrients,Sod-Based Rotations
(328),Long-Term No-Till(778),and edge-of-field practices such as Filter Strips(393)and
Riparian Forest Buffers(391).
e
255041 Database Version 4.1 Date Printed 11/2/2015
PCS Page 2 of 2
NOTE: Symbol*means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown,their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products,commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table Year 1
Nitrogen Carnet Res. Manure Liquid Solid Liquid Solid
PA Fert. Obs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(Ibs/A) (lbs/A) (lbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID. Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
4543 BI-I S7 Autryville 4.23 4.23 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 25 13.87 0.00 58.67 0.00
4543 BI-I S7 Autryville 4.23 4.23 Com,Grain 85 bu. 2/15-6/30 *106 0 0 Irrig. 106 58.81 0.00 248.75 0.00
4543 BI-1 S7 Autryville 4.23 4.23 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 25 13.87 0.00 58.67 0.00
4543 BI-2 S7 Autryville 3.38 3.38 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 25 13.87 0.00 46.88 0.00
4543 B1-2 S7 Autryville 3.38 3.38 Com,Grain 85 bu. 2/15-6/30 *106 0 0 Irrig. 106 58.81 0.00 198.77 0.00
4543 B1-2 S7 Autryville 3.38 3.38 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 25 13.87 0.00 46.88 0.00
4543 B1-3 S7 Autryville 3.44 3.44 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 25 13.87 0.00 47.71 0.00
4543 B1-3 S7 Autryville 3.44 3.44 Corn,Grain 85 bu. 2/15-6/30 *106 0 0 Irrig. 106 58.81 0.00 202.30 0.00
4543 B1-3 S7 Autryville 3.44 3.44 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 25 13.87 0.00 47.71 0.00
4543 B1-4 S7 Autryville 3.45 3.45 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 25 13.87 0.00 47.85 0.00
4543 B1-4 S7 Autryville 3.45 3.45 Com,Grain 85 bu. 2/15-6/30 *106 0 0 Irrig. 106 58.81 0.00 202.88 0.00
4543 BI-4 S7 Autryville 3.45 3.45 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 25 13.87 0.00 47.85 0.00
4543 Blbuf S7 Autryville 1.80 1.80 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 25 13.87 0.00 24.97 0.00
4543 Blbuf S7 Autryville 1.80 1.80 Com,Grain 85 bu. 2/15-6/30 *106 0 0 Irrig. 106 58.81 0.00 105.85 0.00
4543 Blbuf S7 Autryville 1.80 1.80 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 25 13.87 0.00 24.97 0.00
4543 B4-H S7 Autryville 4.20 4.20 Corn,Grain 85 bu. 2/15-6/30 *106 0 *15 Irrig. 91 50.49 0.00 212.04 0.00
255041 Database Version 4.1 Date Printed: 11/2/2015 WUT Page 1 of 5

Waste Uth ion Table Year 1
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fert. (ibs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(Ibs/A) (Ibs/A) (Ibs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
4543 134-H S7 Autryville 4.20 4.20 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig. 21 8.31 0.00 34.90 0.00'
4543 B5-H S7 Autryville 19.00 19.00 Com,Grain 85 bu. 2/15-6/30 *106 0 *15 Irrig. 91 50.49 0.00 959.21 0.00I
4543 B5-H S7 Autryville 19.00 19.00 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig. 21 8.31 0.00 157.86 0.00
71827 B2-1 S7 Autryville 4.26 4.26 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 118.17 0.00
71827 132-1 S7 Autryville 4.26 4.26 Pearl Millett,Pasture 5.0 Tons 4/1-9/15 *206 0 0 Irrig. 206 114.29 0.00 486.85 0.00
71827 B2-2 S7 Autryville 5.42 5.42 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 150.35 0.00
71827 132-2 S7 Autryville 5.42 5.42 Pearl Millett,Pasture 5.0 Tons 4/1-9/15 *206 0 0 Irrig. 206 114.29 0.001 619.42 0.00
71827 132-3 S7 Autryville 4.93 4.93 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 136.75 0.00'
71827 B2-3 S7 Autryville 4.93 4.93 Pearl Millett,Pasture 5.0 Tons 4/1-9/15 *206 0 0 Irrig. 206 114.29 0.00 563.42 0.00
71827 132-4 S7 Autryville 6.64 6.64 Corn,Grain 85 bu. 2/15-6/30 *106 0 *15 Irrig. 91 50.49 0.00 335.22 0.00'
71827 132-4 S7 Autryville 6.64 6.64 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig. 21 11.54 0.00 76.62 0.00'
71827 132-5 S7 Autryville 6.82 6.82 Corn,Grain 85 bu. 2/15-6/30 *106 0 *15 Irrig. 91 50.49 0.00 344.31 0.00
71827 132-5 S7 Autryville 6.82 6.82 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Inig. 21 11.54 0.00 78.70 0.00
71827 132-6 S7 Autryville 6.20 6.20 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 171.98 0.00
71827 132-6 S7 Autryville 6.20 6.20 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 *275 0 0 Irrig. 275 152.56 0.00 945.90 0.00
71827 B2buf S7 Autryville 3.00 3.00 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 83.22 0.00
71827 B2buf S7 Autryville 3.00 3.00 Pearl Millett,Pasture 5.0 Tons 4/1-9/15 *206 0 0 Irrig. 206 114.29 0.00 342.85 0.00
71827 B2buf2 S7 Autryville 2.50 2.50 Com,Grain 85 bu. 2/15-6/30 *106 0 *15 Irrig. 91 50.49 0.00 126.21 0.00
71827 B2buf2 S7 Autryville 2.50 2.50 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig. 21 11.54 0.00 28.85 0.00
255041 Database Version 4.1 Date Printed: 11/2/2015 WUT Page 2 of 5

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Waste Uti lion Table Year 2
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) (Ibs/A) (lbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
4543 B1-1 S7 Autryville 4.23 4.23 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 25 13.87 0.00 58.67 0.00
4543 B1-1 S7 Autryville 4.23 4.23 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 25 13.87 0.00 58.67 0.00
4543 B1-1 S7 Autryville 4.23 4.23 Soybeans,Manured,Double Crop 25 bu. *511-10115 100 0 0 Irrig. 100 55.48 0.00 234.6.7 0.00
4543 B1-2 S7 Autryville 3.38 3.38 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 25 13.87 0.00 46.88 0.00
4543 B1-2 S7 Autryville 3.38 3.38 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 25 13.87 0.00 46.88 0.00
4543 B1-2 S7 Autryville 3.38 3.38 Soybeans,Manured,Double Crop 25 bu. *511-10115 100 0 0 Irrig. 100 55.48 0.00 187.52 0.00
4543 B1-3 S7 Autryville 3.44 3.44 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 25 13.87 0.00 47.71 0.00
4543 B1-3 S7 Autryville 3.44 3.44 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 25 13.87 0.00 47.71 0.00
4543 B1-3 S7 Autryville 3.44 3.44 Soybeans,Manured,Double Crop 25 bu. *511-10115 100 0 0 Irrig. 100 55.48 0.00 190.84 0.00.
4543 B1-4 S7 Autryville 3.45 3.45 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 25 13.87 0.00 47.85 0.00
4543 B1-4 S7 Autryville 3.45 3.45 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 25 13.87 0.00 47.85 0.00
4543 B1-4 S7 Autryville 3.45 3.45 Soybeans,Manured,Double Crop 25 bu. *511-10115 100 0 0 Irrig. 100 55.48 0.00 191.40 0.00
4543 Blbuf S7 Autryville 1.80 1.80 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 25 13.87 0.00 24.97 0.00
4543 Blbuf S7 Autryville 1.80 1.80 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 25 13.87 0.00 24.97 0.00
4543 Blbuf S7 Autryville 1.80 1.80 Soybeans,Manured,Double Crop 25 bu. *511-10115 100 0 0 Irrig. 100 55.48 0.00 99.86 0.00
4543 134-H S7 Autryville 4.20 4.20 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig. 83 33.23 0.00 139.58 0.00,
4543 134-H S7 Autryville 4.20 4.20 Soybeans,Manured,Double Crop 25 bu. *511-10115 100 0 0 Irrig. 100 39.94 0.00 167.77 0.00'
4543 135-H S7 Autryville 19.00 19.00 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig. 83 33.23 0.00 631.44 0.00
4543 135-H S7 Autryville 19.00 19.00 Soybeans,Manured,Double Crop 25 bu. *5/1-10/15 100 0 0 Irrig. 1001 39.94 0.001 758.94 0.90
71827 132-1 S7 Autryville 4.26 4.26 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 118.17 0.00
71827 B2-1 S7 Autryville 4.26 4.26 Pearl Millett,Pasture 5.0 Tons 4/1-9/15 *206 0 0 Irrig. 206 114.29 0.00 486.85 0.00
71827 132-2 S7 Autryville 5.42 5.42 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 150.35 0.00
255041 Database Version 4.1 Date Printed: 11/2/2015 WUT Page 4 of 5

Waste Uthy ion Table Year 2
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fert. Obs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(Ibs/A) (lbs/A) (lbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
71827 B2-2 S7 Autryville 5.42 5.42 Pearl Millett,Pasture 5.0 Tons 4/1-9/15 *206 0 0 Irrig. 206 114.29 0.00 619.42 0.00
71827 B2-3 S7 Autryville 4.93 4.93 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 136.75 0.00
71827 B2-3 S7 Autryville 4.93 4.93 Pearl Millett,Pasture 5.0 Tons 4/1-9/15 *206 0 0 brig. 2061 114.29 0.001 563.42 0.00
71827 B2-4 S7 Autryville 6.64 6.64 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig. 83 46.16 0.00 306.49 0.00
71827 B2-4 S7 Autryville 6.64 6.64 Soybeans,Manured,Double Crop 25 bu. *511-10115 100 0 0 Irrig. 100 55.48 0.00 368.37 0.00
71827 B2-5 S7 Autryville 6.82 6.82 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig. 83 46.16 0.00 314.80 0.00
71827 B2-5 S7 Autryville 6.82 6.82 Soybeans,Manured,Double Crop 25 bu. *511-10115 100 0 0 Irrig. 100 55.48 0.00 378.36 0.00
71827 B2-6 S7 Autryville 6.20 6.20 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 171.98 0.00
71827 B2-6 S7 Autryville 6.20 6.20 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 *275 0 0 Irrig. 275 152.56 0.00 945.90 0.00
71827 B2buf S7 Autryville 3.00 3.00 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 83.22 0.00
71827 B2buf S7 Autryville 3.00 3.00 Pearl Millett,Pasture 5.0 Tons 4/1-9/15 *206 0 0 Irrig. 206 114.29 0.00 342.85 0.00
71827 jB2b
uf2 S7 Autryville 2.50 2.50 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 brig. 83 46.16 0.00 115.39 0.00
827 uf2 S7 Autryville 2.50 2.50 Soybeans,Manured,Double Crop 25 bu. *511-10/15 100 0 0 Irrig. 100 55.48 0.00 138.70 0.00
Total Applied, 1000 gallons 8,295.17
Total Produced, 1000 gallons 3,403.94
Balance, 1000 gallons -4,891.23
Total Applied,tons 0.00
Total Produced,tons 0.00
Balance,tons 0.00
Notes: 1. In the tract column,-symbol means leased, otherwise, owned. 2. Symbol*means user entered data.
255041 Database Version 4.1 Date Printed: 11/2/2015 WUT Page 5 of 5

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)
4543 B1-1 Autryville 0.60 1.0
4543 BI-2 Autryville *0.35 1.0
4543 B 1-3 Autryville 0.60 1.0
4543 B1-4 Autryville 0.60 1.0
4543 Blbuf Autryville 0.60 1.0
4543 B4-H Autryville 0.60 1.0
4543 B5-H Autryville 0.60 1.0
71827 B2-1 Autryville 0.60 1.0
71827 B2-2. Autryville 0.60 1.0
71827 B2-3 Autryville 0.60 1.0
71827 B2-4 Autryville 0.60 1.0
71827 B2-5 Autryville 0.60 1.0
71827 B2-6 Autryville 0.60 1.0
71827 B2buf Autryville 0.60 1.0
71827 1 B2buf2 Autryville 0.60 1.0
255041 Database�Version 4.1 Date Printed 11/2/2015 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 betaken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes,phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Maximum Maximum Sludge
Crop PA-N Rate Application Rate Minimum Acres Minimum Acres Minimum Acres
lb/ac 1000 gal/ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Feeder-Finish Lagoon Sludge- Standard
Corn 120 bu 150 14.69 41.25 82.50 123.75
Hay 6 ton R.Y.E. 300 29.38 20.62 41.25 61.87
Soybean 40 bu 160 15.67 38.67 77.34 116.01
----------------------------------------------- ---------- ------------------------------------ ---------- ---- ------
255041 Database Version 4.1 Date Printed: 11-02-2015 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity,this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Available Waste Storage Caacity
Source Name I Swine Feeder-Finish Lagoon Liquid Design Storage Capacity(Da s)
Start Date 9/1 180
Plan Year Month Available Storage Capacity(Days)
1 1 106
1 2 161
1 3 180
1 4 180
1 5 180
1 6 180
1 7 180
1 8 180
1 9 180
1 10 171
1 11 161
1 12 146
2 1 175
2 2 180
2 3 180
2 4 180
2 5 180
2 6 180
2 7 180
2 8 180
2 9 180
2 10 180
2 11 170
2 12 155
*Available-Storage Capacity is calculated as of the end of each month.
--------------------------------------------------------------------------------------------------------------------------- ---—--------------------------
255041 Database Version 4.1 Date Printed: 11-02-2015 CapacityPa e 1 of 1

Required Specifications For Animal Waste Ma naeemennl
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
2. Where 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, IRCS Field
Office 'Technical Guide Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by dishing 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).
-- -- ----------- - ---------------------------------------------------------------------- ------
255041 Database Version 4.1 Date Printed: 11/2/2015 Specification Page 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1, 1995,
shall not be applied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reacts other property and
public right-of-ways.
-------------------------------------------------------------------------------------------------------------------------------------------------------------------
255041 Database Version 4.1 Date Printed: 11/2/2015 Specification Page 2

A
15. Animal waste shall not be discharged into surface waters, drannageways,
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, beans, 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.
------------------------------------------------------------------------------------------------------------------------------------------------------------------
255041 Database Version 4.1 Date Printed: 11/2/2015 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 Dept 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 forth Carolina
regulations.
---- ------------------------------------- ---
255041 Database Version 4.1 Date Printed: 11/2/2015 Specification Page 4

Crop Dotes
The following crop note applies to field(s): B1-1,B1-2,B1-3, B1-4,Blbuf,B24,B2-5,B2buf2,B4-H,
B5-H -
Corn: CP,Mineral Soil, medium leaching
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety"green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10%when
planting no-till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool,wet soil,banded phosphorus will be more available to the young
plants.An accepted practice is to apply 20-30 lbs/acre N and 20-301bs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program,the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): B2-6
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.
--------------------------------------------------------------------------------- --------- ------- -------- ---------- ---------- -- -------------
255041 Database Version 4.1 Date Printed: 11-02-20.15 Crop Note Page 1 of 3

The following crop note applies to field(s): B1-1,B1-2,B1-3,B1-4, Blbuf,B2-1,B2-2,B2-3,132-6,
B2buf
Small Grain: CP,Mineral Soil,medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley,plant 22 seed/drill row foot and increase the seeding rate by 5%for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10%when planting no-till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre.Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential.Review the NCSU Official Variety"green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions.Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February-March.
The following crop note applies to field(s): 132-4,B2-5, B2buf2, B4-H, B5-H
Wheat: Coastal Plain,Mineral Soil,medium leachable
In the Coastal Plain,wheat should be planted from October 20-November 25.Plant 22 seed/drill row foot
at 1-1 1/2" deep and increase the seeding rate by 5%for each week seeding is delayed beyond the
optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU
"Small Grain Production Guide". Also, increase the initial seeding rate by at least 10%when planting
no-till. Adequate depth control when planting the wheat is essential.Review the NCSU Official Variety
"green book" and information from private companies to select a high yielding variety with the
characteristics needed for your area and conditions.Apply no more than 301bs/acre N at planting.
Phosphorus and potash recommended by a soil test report can also be applied at this time. The remaining
N should be applied during the months of February-March. The total N is dependent on the soil type.
Plant samples can be analyzed during the growing season to monitor the nutrient status of the wheat.
Timely management of diseases, insects and weeds are essential for profitable wheat production.
---------------------- ---- -------- -------- ------- ------- -- -- ------ ------- -------- ---- --- -------- -------- ------------
255041 Database Version 4.1 Date Printed: 11-02-2015 CropNote Page 2 of 3

The following crop note applies to field(s): B1-1,B1-2,B1-3,1314,Blbuf,1324,132-5,B2buf2,134-H,
B5-H
Double-Crop Soybeans, Coastal Plain: Mineral soil,medium leachable
Double-crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no-tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations.Review the NCSU Official Variety "green book" and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 3 6"rows. Increase the seeding rate by at least 10% for no-till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Timely management of
weeds and insects is essential for profitable double crop soybean production.
The following crop note applies to field(s): 132-1,B2-2,132-3,132buf
Pearl Millett: No Comment
--------------------------------------- ----- -------------------------------------------------------------------------------------------
255041 Database Version 4.1 Date Printed: 11-02-2015 Crop Note Page 3 of 3

5*C07 "BR17T FARM
v
PS4-All
FMD.yDI
JPRAYFlE1D �' may/ / �♦ r°ao� ♦1 �1
\ ��—may/ / % �( Ir � 1 1 %\ I\ i 1 /�♦\
FIELDB2
4J2A4R
_�� _�� /'x 1 1 1 1 1 \,(i 1 1 ♦/ 0 AYELD
♦ ♦ i i � � � 1 1 \li 1 I ♦/
mil;_ \ r.� r� /$♦`` i
AVAILABLE -
HONEYWACON
/
RULDB4 m46o
A5Ac*1
JPFAYF/EW
AVAILABLE
HONEY WAGON
FIELDS$
J9.7Ac iF
JPRAYf1FlD
GRAPHIC SCALE
4W 0 200' 400' 900' 1600'
( IN FEET )
1 inch = 400 ft.

SCO TT BR I FARM
0
,-
�' FIELD B3
SPRAY FIELD
SPRAY FIELD
FIELD Bl
SPRAY FIELD
/
\\ \\ _ / / % l �Y� \ I \\/'�\ 1 i �'� /' \ Ire♦ /'
A \ I (\ / \ / �V \ I V \\ \
in r-
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A 41.2AY+/-
\l i \I I 1\ ' \\x SPRAY FIELD
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AVAILABLE
HONEY WAGON
/
i
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FIELD B4
4.5 AY+/-
SPRAY FIELD AVAILABLE
HONEY WAGON
FIELD BS
19.7 Ac+/-
SPRAY FIELD

Scott Britt 2/6/13
Hard Hose Traveling Gun System
Wettable Acre Computations
Performance Guide & Specifications
Flow Rate Inlet Hose Hose I.D. an Acres Per Time To A I Time Per Pull
Model (GPM) Pressure �--(Ft.)
(In.) Spacing
PuII 1 I(MhnAcrey (Hrs)
(PSI)
120
Cadman 3000 270�E1750910 3.04 260 6.5 100 10.8
Cadman��= 2g5 150 1250 3.25 296 10.34 90 15.5
150 RING NOZZLE 1130K COMMM :
15OR=8ody+Cap+Set of 7 Rings 3 ax628��i
Clap
Spa*size when ordering
} Flow Path
0.86" 0.97" 1.08" 1.18" 1.26" 1.34" 1.41" 1.47"
6287-086 6287-097 6287.108 6287-118 6287-126 6287.134 6287-141
PSI GPM DIA.FE GPM D1A.Fr. GPM D141.Fr. GPM DIA.Fr. GPM DIA,FL GPM DIA,Fr, GPM DUI.R. GPM DUI.FL
50 100 245 130 265 165 285 205 300 255 320 300 335 350 350 385 353
60 1T0 260 143 280 182 3 25 31 75 335 330 350 385 365 423 368
70 120 270 155 290 197 310 245 330 295 350 355 365 415 380 458 383
80 128 280 165 300 210 320 260 340 315 360 380 380 445 395 490 399
90 135 290 175 310 223 330 275 350 335 370 405 390 475 405 522 409
100 143 300 185 320 235 340 290 360 355 380 425 400 500 416 550 419
110 150 310 195 330 247 350 305 370 370 390 445 410 525 425 577 429
120 157 315 204 335 258 360 320 380 385 400 465 420 545 435 603 439
Existing Hard Hose Traveler Gun Irrigation System
• #of Exterior Lanes................................................................................................4
• #of Interior Lanes.................................................................................................6
• #of Single Lanes................................................................................................... 1
• #of Total Lanes..................................................................................................... 11
• Lane Spacing ........................................................................................................255' &280'
• Wetted 0[Field Verified] ......................................................................................315'
• Lane Spacing as a % .............................................................................................80% &88%
1

Scott Britt 2/6/13
Field B 1 17.1 ac.+/-Spray Field
Lane l
➢ Start End Area [Table EE80-B].............................................................................0.82 ac.
➢ Middle Area [417'(315'/2 + 255'/2)/43,560] ..........................................................2.73 ac.
➢ Stop End Area [Table EE80-G] ............................................................................0.68 ac.
➢ Total Area [(0.82 ac. + 2.73 ac. + 0.68 ac.)]............................................................4.23 ac.
Lane 2
➢ Start End Area [Table EI80-B]..............................................................................0.78 ac.
➢ Middle Area [337'(255')/43,560] ........................................................................... 1.97 ac.
➢ Stop End Area [Table EI80 - G] .............................................................................0.63 ac.
➢ Total Area [(0.78 ac. + 1.97 ac. + 0.63 ac.)]............................................................3.38 ac.
Lane
➢ Start End Area [Table EI80 -B] ..............................................................................0.78 ac.
➢ Middle Area [342'(255')/43,560] ...........................................................................2.00 ac.
➢ Stop End Area [Table EI80-G] .............................................................................0.63 ac.
➢ Total Area [(0.78 ac. + 2.00 ac. + 0.63 ac.)]............................................................3.41 ac.
Lane
➢ Start End Area [Table EE80-B].............................................................................0.82 ac.
➢ Middle Area [298'(315'/2 + 255'/2)/43,560].......................................................... 1.95 ac.
➢ Stop End Area [Table EE80- G] ............................................................................0.68 ac.
➢ Total Area [(0.82 ac. + 1.95 ac. + 0.68 ac.)]............................................................3.45 ac.
Field B1 Total Wettable [(4.23 ac. + 3.38 ac. +3.41 ac. + 3.45 ac.)]................. ..............14.47 ac.
Field B2 41.2 ac.+/-Spray Field
Lane 1*
➢ Start End Area [Table EE85-B].............................................................................0.84 ac.
➢ Middle Area [773'(315'/2 + 280'/2)/43,560] ..........................................................5.28 ac.
➢ Stop End Area [Table EE85 - G] ............................................................................0.69 ac.
➢ Total Area [(0.84 ac. + 5.28 ac. + 0.69 ac.)(0.625)].................................................4.26 ac.
Lane
➢ Start End Area [Table EI85 -B]..............................................................................0.81 ac.
➢ Middle Area [615'(280')/43,560] ...........................................................................3.95 ac.
➢ Stop End Area [Table EI85 -G] .............................................................................0.66 ac.
➢ Total Area [(0.81 ac. + 3.95 ac. + 0.66 ac.)]............................................................5.42 ac.
2

Scott Britt 2/6/13
Lane 3
➢ Start End Area [Table EI85 -B]..............................................................................0.81 ac.
➢ Middle Area [539 (280')/43,560] ...........................................................................3.46 ac.
➢ Stop End Area [Table EI85 -G] .............................................................................0.66 ac.
➢ Total Area [(0.81 ac. + 3.46 ac. + 0.66 ac.)]............................................................4.93 ac.
Lane
➢ Start End Area [Table EI85 -B]..............................................................................0.81 ac.
➢ Middle Area [805'(280')/43,560] ...........................................................................5.17 ac.
➢ Stop End Area [Table EI85 -G] .............................................................................0.66 ac.
➢ Total Area [(0.81 ac. + 5.17 ac. + 0.66 ac.)]............................................................6.64 ac.
Lane
➢ Start End Area [Table EI85 -B]..............................................................................0.81 ac.
➢ Middle Area [832'(280')/43,560] ...........................................................................5.35 ac.
➢ Stop End Area [Table EI85-G] .............................................................................0.66 ac.
➢ Total Area [(0.81 ac. + 5.35 ac. + 0.66 ac.)]............................................................6.82 ac.
Lane
➢ Start End Area [Table EE85 -B].............................................................................0.84 ac.
➢ Middle Area [684'(315'/2 + 280'/2)/43,560] ..........................................................4.67 ac.
➢ Stop End Area [Table EE85-G] .............. ........................................................0.69 ac.
➢ Total Area [(0.84 ac. + 4.67 ac. + 0.69 ac.)]............................................................6.20 ac.
Field B2 Total Wettable [(4..26 ac. +5.42 ac. +5.93 ac. + 6.64 ac. + 6.82 ac. +6.20 ac.)] 34.27 ac.
Field B3 6.8 ac.+/-Spray Field
Lane l
➢ Start End Area(A) [Table E90+ -B]........................................................................0.70 ac.
➢ Middle Area(A) [475'(.9 x 315')/43,560]................................................................3.09 ac.
➢ Stop End Area(A) [N/A] ........................................................................................0.00 ac.
➢ Start End Area(B) [Table E90+-B(0.375)].............................................................0.26 ac.
➢ Middle Area(B) [77'(.9 x 315')/43,560] ..................................................................0.50 ac.
➢ Stop End Area(B) [Table E90+ - G]........................................................................0.58 ac.
➢ Total Area [(0.70 ac. + 3.09 ac.)(0.625) + 0.26 ac. + 0.50 ac. + 0.58 ac.)]................3.71 ac.
Field B3 Total Wettable [(371)]. .3.71 ac.
Available Honey Wagon Fieldslf Needed
Field B4. .. ................................4.50 ac.
Field B5 ...................... .. ..... .............. ......... ...... .................... ................................ 19.70 ac.
3

Scott Britt 2/6/13
Total Wettable Acres
➢ Field B 1
➢ Field B2.................................................................................................................34.27 ac.
➢ Field B3............................................................................................................ 3.71 ac
➢ Total............................................................................................... 52.45 ac.
Total Available Honey Wagon Acres 1fNeeded
➢ Field B4................................................................................................................. 4.50 ac.
➢ Field B5.......................................................................................................... . 19.70 ac
➢ Total Acres....................................................................................... 2420 ac.
Prepared by Agriment Services Inc.
P.O.Box 1096 - Beulaville,NC-28518
Phone[phone]-Fax[phone]
Signature of owner or facility representative Signature of technical specialist
Printed name of the same above Printed name of the same above
Date Date
4

Grower; Scott Britt Farm esigned y: KBW
Address: PO Box 27 Checked By: DSE
Albertson, NC 28508 Date: 07/18/03
County: Duplin Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
Farm Population:
Nursery: ------------------- 0
Finishing: ------------------- 3672 Hd.
Farrow to weanling: ------------------- 0
Farrow to feeder: ------------------- 0
Farrow to finish: ------------------- 0
Boars: ------------------- 0
Storage Period: ------------------- 180 Days
25 Yr./24 Hr Storm Event ------------------- 7.5 In.
"Heavy Rain" Factor ------------------- 7.5 In.
Rainfall in Excess of Evaporation ------------------- 7.0 In.
Additional Water Usage: ------------------- 0
Additional Drainage Area: ------------------- 0
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape? (YIN)------------ N
Does Operator Want Emergency Spillway? (Y/N)------------ N
Was This Design Built Prior to Sept. 1996? (Y/N)------------ N
Is Drain Tile Req'd to Lower SHWT? (Y/N)------------ N
Seasonal High Water Table Elev: ------------------- 91.50 Ft.
Freeboard: ------------------- 1.0 Ft.
Emergency Spillway Flow Depth: Not Applicable 0.3 Ft.
Side Slopes: ------------------- 3 :1 (H:V)
Inside Top Length: ------------------- 210.0 Ft.
Inside Top Width: ------------------- 535.0 Ft.
Top of Dike Elevation: --------------- Depth 102.50 Ft.
Finished Bottom Elevation: --------------- 14.00 Ft. 88.50 Ft.
Start Pump Elevation: --------------- 28.08 In. 100.16 Ft.
Stop Pump Elevation: --------------- 65.4 In. 97.05 Ft,
LAGOON VOLUME REQUIRED VOL. DESIGN VOLUMES %RESl-D.
Storm Stor= 140438 (Cu.Ft.) 140,955 (Cu.Ft.) 100.37%
Temporary= 268774 (Cu.Ft.) 297,262 (Cu.Ft.) 110.60%
Permanent= 619650 (Cu.Ft.) 620,049 (Cu.Ft.) 100.06%
Total Volume= 1,028,861 (Cu.Ft.) 1,058,267 (Cu.Ft.) 102.86%
Min. Required Liner Thickness ------------------- 40 mil HDPE
Lagoon Surface Area: (Inside TOD) ------------------- 112,350 S.F.
uip y-Brown,LLC Engineering P.O.Box 856,Warsaw,NC 28-398-- [phone]

Grower: Scott Brittarm Designed By: KBW
Address: PO Box 27 Checked By: DSE
Albertson, NC 28508 Date: 07/18/03
County: Duplin Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
LAGOON STAGE-AREA VOLUMES
Contour
Elevation (FT.) Area (SF) Incr. Vol. (Cu. FT) Qumul. Vol. (Cu. FT)
88.50 56,826
89.00 58,566 28,848 28,848
90.00 62,100 60,333 89,181
91.00 65,706 63,903 153,084
92.00 69,384 67,545 220,629
93.00 73,134 71,259 291,888
94.00 76,956 75,045 366,933
95.00 80,850 78,903 445,836
96.00 84,816 82,833 528,669
97.00 88,854 86,835 615,504
98.00 92,964 90,909 706,413
99.00 97,146 95,055 801,468
100.00 101,400 99,273 900,741
101.00 105,726 103,563 1,004,304
102.00 110,124 107,925 1,112,229
102.50 112,350 55,619 1,167,848
These volumes were calculated using the vertical average end area method.
TOTAL REQD VO 1,028,861 CF CUMULATIVE VOL. ZONE VOL. 102.86%
END PUMP = = = 97.05 FT 620,049 CF TR'MT 620,049 100.06%
START PUMP = = 100.16 FT 917,311 CF TEMP 297,262 110.60%
MAX STORAGE = 101.50 FT 1,058,267 CF STORM 140,955 100.37%
Murphy-Brown,LLC Engineering P.O.Box 856,Warsaw,NC 28398 [phone]

Grower: Scott Britt Farm Designed By: KBW
Address: PO Box 27 Checked By: DSE
Albertson, NC 28508 Date: 07/18/03
County: Duplin Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
Animal Type Capacity cu. ./lb) Total
Nursery 0 30 1.00 0
Finishing 3,672 135 1.00 495,720
Farrow to weanling 0 433 0.67 0
Farrow to feeder 0 522 0.67 0
Farrow to finish 0 1,417 1.00 0
Boars 0 400 0.50 0
Total Required Treatment Volume(cu.ft.)= 495,720
Sludge Storage Volume:
Animal Type Capacity cu. .flb) To a
Nursery 0 30 0.25 0
Finishing 3,672 135 0.25 123,930
Farrow to weanling 0 433 0.17 0
Farrow to feeder 0 522 0.17 0
Farrow to finish 0 1,417 0.25 f_O
Boars 0 400 0.125 0
Total Required Sludge Storage Volume(cu.ft.)= 123,930
Temporary Storage Volume:
Manure Production:
AnimalType Capacity Sto. Period Jday)=Total
Nursery 0 180 0.30 0
Finishing 3,672 180 1.40 925,344
Farrow to weanling 0 180 4.30 0
Farrow to feeder 0 180 4.50 0
Farrow to finish 0 180 13.50 1 0
Boars 0 180 4.00 0
Total Manure Production(gals.)= 925,344
Total Manure Production(cu.ft.)= 123,709
Excess Fresh Water:
Animal Type Capacity Sto. Period Jday)=Total
Nursery 0 180 0.20 0
Finishing 3,672 180 0.90 594,864
Farrow to weanling 0 180 2.90 0
Farrow to feeder 0 180 3.50 0
Farrow to finish 0 180 9.50 0
Boars 0 180 2.70 0
Total Fresh Water Excess(gals.)= 594,864
Total Fresh Water Excess(cu.ft.)= 79,527
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 910 293-3434

Grower: Scott Britt Farm Designed By: KBW
Address: PO Box 27 Checked By: DSE
Albertson, NC 28508 Date: 07/18/03
County: Duplin Sheet 4 of 7
TemporaW Storage Vo u e: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area+Additional Drainage Area)* Rainfall/ 12in./ft
Vol.= (112350 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall In Excess of Evap. (cu.ft.)= 65,538
Storm Storage:
Vol.=(Lagoon Surf.Area+Addt'l Drainage Area)*25Y0241-11r. Storm(in)/ 12in./ft.
Vol.= (112350 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 25Yr.-24Hr. Storm Event(cu.ft)= 70,219
"Heavy Rain"Storage:
Vol.=(Lagoon Surf.Area+Addt'I Drainage Area)*"Heavy Rain"Factor(in)/ 12in./ft.
Vol.= (112350 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for"Heavy Rain"(cu.ft.)= 70,219
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
Total Required Storm Storage
(25 Yr./24 Hr. Storm +"Heavy Rain") = 140,438 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr.Water+Rainfall Excess)= 268,774 (CU.FT)
Total Required Permanent Storage
(Treatment+Sludge)= 619,650 (CU.FT)
TOTAL REQUIRED VOLUME= 1028861 (CU.FT.)
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 910) 293-3434

Grower: Scott Britt Farm Designed By: KBW
Address: PO Box 27 Checked By: DSE
Albertson, NC 28508 Date: 07/18103
County: Duplin Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation ------------------- 102.50 FT.
Emergency Spillway Crest Elevation ------------------- Not A Applicable
Top of 25 yr/24 hr Storm Storage ------------------- 101.50 FT.
Top of"Heavy Rain"Storage ------------------- 100.84 FT.
Start Pump Elevation ------------------- 100.16 FT.
End Pump Elevation ------------------- 97.05 FT.
Top of Sludge Storage ------------------- 90.54 FT.
Seasonal High Watertable Elev. ------------------- 9fa.$0 F T.
Finished Bottom Elevation ------------------- 88.50 FT.
Inside Top Length ------------------- 210.00 FT.
Inside Top Width ------------------- 535.00 FT.
Side Slopes ------------------- 3:1 H:V
Lagoon Surface Area ------------------- 112,350 SF
Min. Liner Thickness(if required) ------------------- 2.0 FT.
Freeboard Depth ------------------- 1.00 FT.
Temporary Storage Period ------------------- 180 Days
TOTAL DESIGN VOLUME=1058267(CU.FT.)
Zone Dew
Treatment/Sludge Storage Zone Depth ----------- 8.6 FT.
Temporary Storage Zone Depth ----------- 3.1 FT.
Freeboard/Storm Storage Zone Depth ----------- 2.3 FT.
Total Lagoon Depth ----------- 14.0 FT.
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 26398 910 293-3434

Grower: Scott Britt Farm Design KBW
Address: PO Box 27 Checke DSE
Albertson, NC 28508 Date: 07/18/03
County: Duplin Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV= 102.50
/ 1 \
TOP OF STORM ELEV= 101.50 / 1
1 TOP OF HEAVY RAIN ELEV= 100.84 /
STRT PMP EL.= 100.16 1 TOP OF TEMP STORAGE ELEV = 100.16 /
END PMP EL. = 97.05 1 TOP OF TREAT ELEV= 97.05 SHWT= 0.00
\ TOP OF SLUDGE ELEV= 90.54 /
FINISHED BOTTOM ELEV= 88.50
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Scott Britt Farm Designed By: KBW
Address: PO Box 27 Checked By: DSE
Albertson, NC 28508 Date: 07/18/03
County: Duplin Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the North Carolina
Natural Resources Conservation Service PRACTICE STANDARD 359-WASTE TREATMENT
LAGOON, revised in September, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
NOTE: See attached Waste Utilization PI`a� N�'���•:
DESIGNED: oC/ � �.�'. � s SE& �
02399
DATE: Z, 03
pine S.
COMMENTS:
Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

May 27, 2004
ENGINEER'S CERTIFICATION
I, David S.Elkin,P.E. , as a duly registered Professional Engineer in the State
of North Carolina,having been authorized to observe(periodically)the
construction of the project, Scott Britt Farm Lagoon ,_Albertson,NC Duplin Co.
Project Name Location
for Mr. Scott Britt hereby state that, to the best of my abilities,due care and diligence was
used in the observation of the construction of the earthen lagoon and installation of the 40
mil synthetic lagoon liner, such that the construction was observed to be built within
substantial compliance and intent of the permit,the approved plans and specifications,
and other supporting materials.
The remaining items for installation are; the staff gauge and the lift station.
Signature wvri��J � � RW#1itx�gpn No. 23 9%4
CAI?0I�N
���►l
02
Date SAL
S I SEAL N
023994
,,,�t�'�a Si�+►�����,�
}

GENERAL NOTES.
1. ELEVATIONS SHOWN ON MIS PLAY ARE BASED CAY AN ASSUMED MW N- I ALL KNE TRAITORS OF THE DIME BY DISG,ARGE•PECYFE,OR OINW PRES
MARK ELEVATION AMID GO NOT REPRESENT MEAN SEA LEVEL DATUM. ELECONTI CONDIAn STAG NUXI ETC.SHALL gE ACmIBU9NfD=10
PLACEMENT Or SIMI UKE
x ANY HEAVY VEGETATION AND/W ROOT MAI SHALL W STRtPPED MOW B LAGOON EKE S50E SLOPES ARE 31 UNLESS OUHEMWSL RENTED ON PLAN.
PAD AND LAGOON AREAS MDR TO PLACING FAIL ACTUAL STRtPPNG
REGUIR`MENNTS YSt SITE SPECIFIC,AND SHALL BE DERRVIED N 9 ANY WATER SUPPLY HELLS PLACED W THE LATE MUST M A MNAUM Or
ME BE SIOCKPREO AND MAII LATER BE PESPPEAD ON eANSTWE5 TO HELP Im PERSONNEL MIS MATERIAL SH 'iRW INC 0.0a5T PANT Or ME LAGOON
REE4/ROUE"OTIS or KW,BUT SHALL NOT BE USED AS SHRUG NOT IRl 10 ME FOLLOWING TOMS SHALL K DONE NM REGARDS TO Rq LAGOON
`\ WOVIOUA ROOK OF 7 WCHLS M pAYt TER OR taWIND IN L NOI BE
ULm[0 H raL SECTIONS ANY SNAPS(NCGIAIRRFD W LAGOON E GONS1RUCnF1 B[rOPE HERE rA[NTY IS CCRIRRD LAG00.Y WtE1
SLOPES OR BOTTOM YU41 BE PEYDKD STALLATION AND TESTING
COMPLETED;T NJ STAFF GAUGE INSTALED,TTED AMC MU10410, UNER NOB WE LAGOON APREC 1 GED.
1 WE CATES
ME 1�A000N S INKILL PEOUKE UAUtG BY PEWS L�UAL RECEIVE A II BEFORE BEGNNINO[MCAVAITON AN OBSERVATION TRENCH SHALL Of WO
` 0MIL HOPE INER WKH WILL BE INSTALLED BY OTHERS. 'HIE AROUND THE LAGOON TO DETERMINE WHETHER DR—GLE OR
CUNMACTOI SNAIL EXCAVATE ME LAGOON AND SURD TM ORES TO OMER PRANG MATERIALS APE PRESENT W ME LAGOON AREA. I1E
.HE IMIS AND ELEVAnDMS SNOW ON THE PLANS ALL ORGAMC MAIENAL. lltt SHALL 91 A«TH1W a 66 FEET DEEP25 FE T"K AND
•MFNN MARMA,WARP,TIC SHALL BE PEMDKO FROM THE WS'OE
t•t \ WC LAMM X My
SURFACES OF THE LAGOON AND ONE PRIOR TO PLACEMENT OF SW IEITC R IS FOUND IT FOUND[ME FRENCH SE RIM[[EAD[�LL BE LETELY FROMM WEECAPPLAGOON
UNTO SCE LINER/ONE CROSS SECTI OErA0.ONSHEET Im REROUTED AROUND MC LAGOON AS EXPECTED BY ME ETONEER. ME
ME LAGOON IS HE PLACED N A NET AREA WM ME WATER TABLE TFII SHALL BE NSPECRO BY A MURWHY-BROWN 1EP19N10InK PRIOR
BEING NUN THE EXCAVATED DEPTH it IS IMPERATIVE MAT ME TO BACIONTLING
v a xat 1 COTIMACIOTI INSTAL DRAINAGE MEASURES At THE START Or THE
ro O 15 nl. O l O PRC ONICOI AM E YAxIAW M[AI,NPL Alt LAGOON taAONG WO IVTWG 11 WE Om�SLBAgp LAMEASASURREESS MAY BE REAQUIRED TO
MPIS IN NORM CAaFWA
( ' IS
PREKMT SEDIMENT TROY LEAVING ME SIR IT IS THE LAND OWNEas
5 ME LAGOON SHALL 8E MPE AHCFD MIN WATER TO AT LEAST 1/7 THE PESPdINB0.11T tO PROVIDE AND MAINTAIN ALL SUCH MEASURES THRGHO UIT
I .OHTPF r1 •1)C IRE INTENT TON[DCPM AS SOON AS ME LNLR IS COMPLETE AM HAS ME CONSTRUCTION KR=
_ i 40 me. MEN R4RO MLA 5 IMPORTANT TO HELP REDUCE START-UP CODAS
+•a LT:N•YaP` _ _ ,t ` AND TO SIAMU)F THE SMMEVC LINER TROY FLOADNG
-1\r a P 9, • - - --EAST
-E 215291 MU SURVEY COUECn0H5,EEMGtULAIION R LLI VAnON DATA GATMFND b•
•,e -9'.'I' ' - / LASING ND+EISN a A riLL MATERIAL PLAQO CAl WE LAGOON OWES YURMv-BROWN LLC[RONEERWC GEPi
_ [lTV 0•$9 SNA.GE COMPACTED 10 9M OF INE STANDARD PROCIOR MAVYIUY My
I, ) •- _ DENSITY IT IS RECOMMENDED MAT COHPACnW BF DONE NM A
SNEEPV ROLLER
ELEV
91 PtaO
TOP WATER
II lXSIWC I.AmW ELEv GE-MOO
c:�N0 015EYOPC
NCRE A]Ea
i! •d-PVC S}`A• } �.
=PE e c sz xaPL jY
- ..a`••91 sell 1 w•o p P•.•61 I r�+ EOSNNe urnE FENCE
♦r 0• 91 fI `.+•[. IBA4
••N�K 106 MST' —I .,'
• ,516W,. 1
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START
I STOP i : GO' r opt pt a6mROY V SD
SL Nv- '•$.
r:IsnHc LAcmN C I
m Lr 6•N C `1 COMTRCL PT.ITA7
vM1.0 FOR MAaI 1 t MORMHO:�S 4M-1
5 RUTY MIN��• 1 EODO .g EASiWO.LADS)A%
' CFITRQ Pl./1 ELEY.04.ID Gum ROOM W(T STALK[
sD'(rrol
MORNING
.
Qm
TOE CASTING 0
Cl[vtmm
-
ImWP m•WIN 535,
•..—•�� Wn YM1
• .._ TIN iNDO
• .•PHrwM•TIN -
,I
✓v• _ _ I Sn f PRK TIONN NMIWi
ACCS�MADE 5
EvSWG MRIOATION NYORWI ON4P.
�OTI BRIM
0 mX 7>
CRAPRIC SCALE E°9n"G AR Ncwr ALBW 150N.NC xesoe
.. �,.. ID71 Sea-NA
T_ .•..v (F M 1
I LAPIN- a n
RE: Sims
i�
�i DUall)COUNTY ORAITi.I BY. NON
SCUTT BRITT FARM
Murphy—Brown Ut JULY in.POUJ aA�Cll�
NEW LAGOON FOR CERTIF1���'� � SHrUT I OF . ��•� ''

M&S Britt Farm AWS310507
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

M&S Britt Farm AWS310507
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

M&S Britt Farm AWS310507
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
3

M&S Britt Farm AWS310507
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.
4

M&S Britt Farm AWS310507
• 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:
5

M&S Britt Farm AWS310507
• 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

M&S Britt Farm AWS310507
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.
7

M&S Britt Farm AWS310507
EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) 910-796-7215
EMERGENCY MANAGEMENT SERVICES (EMS) 910-296-2160
SOIL AND WATER CONSERVATION DISTRICT (SWCD) 910-296-2120
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) 910-296-2121
COOPERATIVE EXTENSION SERVICE (CES) 910-296-2143
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off 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

M&S Britt Farm AWS310507
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: Agriment services,Inc.
b. Contractors Address: Po Box 1096, Beulaville,NC 28518
c. Contractors Phone: [phone]
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: Geno Kennedy
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.
9

M&S Britt Farm AWS310507
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.
V5 Remove bridging of accumulated solids at
discharge
_Lagoons and Pits Crusted Solids ( )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(v)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
10

M&S Britt Farm AWS310507
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 (df 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.
(Landowner 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
11

M&S Britt Farm
Swine Farm Waste Management— Odor Control Checklist Permit No.: AWS310507
Date: 2�1/26/2024
INSTRUCTIONS FOR USE Owner Signature: T�,�_�( h
♦ 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 0 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 0 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
Swine AMOC Page 1 of 6 APPROVED—7/25/2019

M&S Britt Farm
Swine Farm Waste Management— Odor Control Checklist Permit No.: AWS310507
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
Swine AMOC Page 2 of 6 APPROVED—7/25/2019

M&S Britt Farm
Swine Farm Waste Management — Odor Control Checklist Permit No.: AWS310507
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
HOUSE/BARN—VENTILATION
♦ Dust R Clean fans regularly—specify frequency
♦ Volatile/odorous gases FN 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
Swine AMOC Page 3 of 6 APPROVED—7/25/2019

M&S Britt Farm
Swine Farm Waste Management— Odor Control Checklist Permit No.: AWS310507
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
ON 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 ON 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
Swine AMOC Page 4 of 6 APPROVED—7/25/2019

M&S Britt Farm
Swine Farm Waste Management — Odor Control Checklist Permit No.: AWS310507
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 ❑Q Transport sludge in covered vehicles or tankers
❑Q 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—Windbreak/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—No"mbor 26,2018
rr'
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 be at least one foot above the seasonal
high water table.Attach burial location map and plan.
(-{ Landfill at municipal solid waste facility permitted by NC DEQ under GS 16A NCAC
tJ 13B.0200.
❑ Rendering at a rendering plant licensed under G.S. 106.168.7.
❑ ❑ Complete Incineration according to 02 NCAC 62C,0102.
A composting system approved and permitted by the NC Department of Agriculture&Con-
® ❑ sumer Services Veterinary Division(attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit Is required from NC DEQ.
❑ 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. 106-649.70).
❑ ❑ Any method which,in the professional opiniontof the State Veterinarian,would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
❑ Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options;contact the Division for guidance.
• A catastrophic mortality disposal plan Is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be.done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions(refer to facility's animal
waste management system permit).
• In the event of Imminent threat of a disease emergency,the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106.399.4.
% signature rm r anager Date
Igo f Tec 1 specialist Date

DEVICES TO AUTOMATICALLY STOP IRRIGATION EVENTS
711 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.
9 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 II.24 of each of these Permits reads as follows:
The Pemvttee 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.S.§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 Pemvttee 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.
D 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.
9 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."
4- S 2 r;ff
Facility Name Permit Number
11
J :S.
Owner/Permittee Name and Title(type or print)
Signature of Owner/Permittee Date
iyjat,W Act (?j,
Signature of Operator in Charge(if different from Permittee) Date
Mail to: Animal Feeding Operations
1636 Mail Service Center
Raleigh,NC 27699-1636
DTASIE 1-22-2020