310113_Permit Renewal Application 2019_20190410

State of North Carolina jM
Department of Environmental Quality APR 0 5 2019
Division of Water Resources
W Water
Animal Waste Management Systems '��+•Muauw.�
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2019, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3,2019.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 31-0113 Certificate Of Coverage Number: AWS310113
2. Facility Name: W S Matthews Farms
3. Landowner's Name(same as on the Waste Management Plan): W S Matthews Farms Inc
4. Landowner's Mailing Address: 235 Billy Matthews Ln
City: Turkey State: NC Zip: 28393
Telephone Number: 910-990-3922 Ext. E-mail:
5. Facility's Physical Address: 306 Charlie Frederick Rd
City: Warsaw State: NC Zip: 28398
6. County where Facility is located: Dublin
7. Farm Manager's Name(if different from Landowner): Kyle Davis Sutton
g, Farm Manager's telephone number(include area code): 252-560-5560 Ext.
9. Integrator's Name(if there is not an Integrator,write"None"): Murphy-Brown LLC
10. Operator Name(OIC): Kyle Davis Sutton Phone No.: 252-560-5560 OIC#: 994947
11. Lessee's Name(if there is not a Lessee,write"None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Feeder to Finish 4,896
Operation Types:
Swine Cattle Dry Poultry Other Tyoes
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 Poultice
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name Built Unknown) (Cubic Feet) (Square Feet) (Inches)
31-113LG 87,120.00 19.50
31-113SM G G' y 65,340.00 27.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.1OC(d)to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),siguned b►the owner and a certified technical specialist containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example:irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g.composting,digesters,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, 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.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation,signature should be by a principal executive officer of the corporation):
Name: -✓ Title: G
Signature: Date: �d'- 201`I
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
E-mail:[e-mail]
FORM: RENEWAL-STATE GENERAL 02/2019

H i^�
ROY COOPER
Governor
MICHAEL S.REGAN
Secretary aY,.
LINDA CULPEPPER NORTH CAROLINA
Director Environmental Quality
February 27,2019
W S Matthews Farms Inc
W S Matthews Farms
235 Billy Matthews Ln
Turkey,NC 28393
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non-Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non-Discharge General Permits are available
at htt s:Hde .nc rov/about/divisions/wat r-r r itv- i - ions/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
In order to assure �our continued coverage under the State Non-DischaMe General Permits, sou must submit an ajiplication for
permit coverage to the Division. Enclosed you will find n Request for Certificate of Coverage Facility Currently Covered b� an
Expiring ate Non-Discharge General Permit." The application font must be completed,, signed and returned b% April 3, 2019.
Please note that you must include one (1) copy of the Certified Animal Wash Management Plan (CAWMP) with the
completed and signed application form. A list of items included in the CAWMP can be found on spa e 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to$25,000 per day.
If you have any questions about the State Non-Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
Jon Risgaard,Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc(w/o enclosures): Wilmington Regional Office,Water Quality Regional Operations Section
Du lin County Soil and Water Conservation District
AFOG Section Central Files-AWS310113
Murphy-Brown LLC
North Carolina Department of Environmental Quality I Division of Water Resources
512 N.Salisbury St.1 1686 Mail Service Center I Raleigh,North Carolina 27699.1636
919.707.90D0

Version—November 26,2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
a a Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table.Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
136 .0200.
® Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by- 'the NC Department of Agriculture&Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture&Consumer Services (G.S. 106-549.70).
a Any method which, in the professional opiniomof 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.
h • 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.
APR a 5 2019 . Burial must be,done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
watefifoim-Ay • Mass burial sites are subject to additional permit conditions(refer to facility's animal
kb,j1i�cZ.:vwd►du,•. wuW. 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 of Farm Owner/Manager Date
J.1A ?114 /QU
Signatur f Technical Specialist Date

4/1/2019 306 Charlie Frederick Rd-Google Maps
Go, g}�_ Maps 306 Charlie Frederick Rd
* Frederick.
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Imagery 02019 Google,Map data©2019 Google 500 ft
https:/twww.google.com/mapslplace/306+Charlie+Frederick+Rd,+Warsaw,+NC+28398/@34.9532606,78.1060267,1184m/data=!3ml!le3!4m5!3m4!1... 1/1

0
Nutrient Management Plan For Animal Waste Utilization
05-16-2016
This plan has been prepared for: This plan has been developed by:
WS Matthews Farm2 Greer Moore
David Matthews Clear Runt Farms Consulting Services
260 Billy Matthews Lane PO Box 338
Turkey, NC 28393 Harrells, NC 28444
[phone] (910)38 6436
�, t
Developer Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I(we)understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
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:
Technical Specialist S gnature Date
--------------------- ------ --------------------------- ---- ---------------------- - -------------- --------- --- - --- -----
432415 Database Version 3.1 Date Printed: 05-16-2016 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S7 Swine Feeder-Finish Lagoon Liquid waste generated 4,538,592 gals/year by a 4,896
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 10453
Incorporated 17953
Injected 19771
Irrigated 11362
Max. Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs)* Applied (lbs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 11,362 11940 -478 4,729,302 -190,710
Year 2 11,362 12463 -1,101 4,978,276 -439,684
------------------------------------------------------------------------- --------------- ------------------------------------------
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.
432415 Database Version 3.1 Date Printed: 05-16-2016 Source Page 1 of 1

Narrative
Producer may plant a winter annual cover crop,if producer plans to turn winter cover crop under only 30
lbs.N per acre is allowed and all PAN used will need to be deducted from the starting PAN rate of the
following crop. If winter cover is harvested a PAN rate of 100 lbs./acre is allowed. If winter cover is
grazed off,a starting PAN of 75 lbs/acre is allowed.
------------------------------------------------------------------------
Preview Database Version 3.1 Date Printed: 05-16-2016 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 Uscable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
WSM2 Field 5 5.43 5.43 N/A Woodina on Corn,Grain 110 bu.
Wheat•,Grain 50 bu.
Soybeans,Manured,Double Crop 29 bu_
WSM2 Field 6 6.7 6.73 N/A Woodington Conn,Grain 110 bu_
Wheat Gram 50 bu.
Soybeans,Manured,Double Crop 29 bu.
WSM2 Pi 436 4.36 N/A Autryville Corn,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu
WSM2 PIO 1.861 1.86 N/A lAutiryville Com,Grain 85 bu
Wheat;Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
WSM2 P11 138 138 N/A Autryville Com,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
WSM2 P12 4.28 428 N/A Foreston Ctxn,Grain 120 bu_
Wheat Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
WSM2 P13 4.72 4.72 N/A Foreston Com,Grain 120 bu.
Meat;Grain 55 bu
Soybeans,Manured,Double Crop 34 bu.
WSM2 P14 5.09 5.09 N/A Foreston Com,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
WSM2 P2 2.11 211 NIA Autryvifle Com,Grain 85 bu.
Wheat Grain 45 bu_
Soybeans,Manured,Double Crop 25 bu.
WSM2 P3 2.05 1 N/A Autryville Com,Grain 85 bu_
Wheat,Grain 45 hu.
Soybeans,Manured,Double Crop 25 bu.
WSM2I P4 r 3.52 3.521 NIA Autryville Com,Grain 1 85 bu
432415 Database version 3.1 Date Printed 5/1612016
PCs Page 1 of 3
NOTE: Symbol*means user entered data.

Planned Craps Summary
Total Useable Leaching
Tract FField Acres Acres Index" Soil Series Crop Sequence RYE
Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
WSM2 P5 3.I5 3.15 N/A Autryville Com,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
WSM2 P6 5.09 5.09 N/A Autryvilie Corn,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
WSM2 P7 1.11 I'll N/A Autryville Com,Grain 85 bu.
Wheal;Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
WSM2 P8 3.65 3.65 NIA Autryville Com.(irarn 85 bu.
Whew Grain 45 bu_
Soybeans,Manured,Double Crop 25 bu.
WSM2 P9 3.2 3.20 N/A Autryville Corn,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
WSM2 Subfteldl 632 6.32 N/A Autryville Com,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
WSM2 Subfield2 5.08 5.08 N/A Autryville Com,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
WSM2 Subfield3 2.841 2.84 NIA Autryville Com,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 25 bu.
WSR12 Subfield4 4-64 4.64 N/A Foreston Com,Grain 120 bu_
Wheat,Grain 55 bu_
Soybeans,Manured,Double Crop 34 bu..
PLAN TOTALS: 76.61 76.61
432415 Database Version 3_I Date Printed Ml612016
PCS Page 2 of 3
NOTE: Symbol*means user entered data.

LI Potential Leaching Technical Guidance
<2 Low potential to contribute to soluble None
nutrient leaching below the root zone.
>=2& Moderate potential to contribute to Nutrient Management(590)should be planned
<=10 soluble nutrient leaching below the root
one.
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).
432415 Database Version 3.1 Bate Printed 5/I6/2016
PCS Page 3 of 3
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
iVIWn Cantu. Res, Manure Liquid Solid Liquid Solid
PA Fert, (Ibs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) (Ibs/A) (lbs%A)
Source Total Use, Appiic. Applic, 1000
Tract Field ID Soil,Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
WSM2 Field 5 S7 Woodington 5.43 5.43 Corn,Grain 110 bu. 2/15-6/30 *138 0 20 Irrig. 118 47.13 0.00 25594 0,00
WSM2 Field 5 57 Woodington 5.43 5.43 Wheat,Grain 50 bu, 9/1-4/30 96 0 0 Irrig, 48 19.17 0,00 104.11 0,00
WSM2 Field 6 S7 Woodington 6.73 6.73 Corn,Grain 110 bu. 2/15-6/30 *138 0 20 Irrig, 11$ 47.13 0.00 317.21 0.00
WSM2 Field 6 S7 Woodington 6.73 6.73 Wheat,Grain 50 bu. 9/1-4/30 96 0 0 Irrig. '18 1.9.17 0,00 129.04 0.00
WSM2 PI S7 Autryville 4.36 4.36 Corn,Grain 85 bu, 2115-6/30 *106 0 20 Irrig, 86 34.35 0.00 149.77 0.00
WSM2 PJ S7 Autryville 4.36 4.36 Wheat,Grain 45 bu, 9/1-4/30 104 0 0 Irrig, 52 20.77 0.00 90.56 0.00
WSM2 P10 S7 Autryville 1.86 1,86 Corn,Grain 85 bu. 2//15-6/30 *106 0 20 Irrig, 86 34.35 0.00 6390 0.00
WSM2 P10 S7 Autryville 1.86 1,86 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig. 52 20.77 0.00 38,63 0,00
WSM2 P11 S7 Autryville 1,38 1.38 Corn,Grain 85 bu. 2/15-6/30 *106 0 20 brig. 86 34.35 0.00 47.41 0.00
WSM2 Pit S7 lAutryville 1.38 1.38 Wheat,Grain 45 bu, 9/1-4/30 104 0 0 Irrig, 52 20.77 0.00 28.66 0.00
WSM2 P12 S7 Foreston 4.28 4.28 Cone,Grain 120 bu. 2/1.5-6/30 *150 0 20 Irrig, 130 51,931 0.00 222.25 0,00
WSM21 P12 S7 Foreston 4.28 4.28 Wheat,Grain 55 bu, 9/14/30 115 0 0 Irrig, 58 22.97 0.00 98.30 0.00
WSM2 P13 S7 Foreston 4.72 4,72 Corn,Grain 120 bu. 2/15-6/30 *1.50 0 20 Irrig, 130 51,93 0.00 245.10 0.00
WSM2 P13 S7 Foreston 4.72 4.72 Wheat,Grain 55 bu, 9/1-4/30 115 0 0 Irrig. 58 22.97 0.00 108,41 0.00
WSM2 Pik S7 Foreston 5.09 5.09 Corn,Grain 120 bu. 2/1.5-6/30 *150 0 20 Irrig, 130 51.93 0.00 264.31 0.00
WSM2 P14 S7 Foreston 5.09 5.09 Wheat,Grain 55 bu. 9/1-4/30 115 j 0 FO Irrig. 58 22.97 0.00 116.91 0.00
432415 Database Version 3.1 Date.Printed:5/16/2016 WUT Page 1 of 6

Waste Utilization Table Year 1
Nilrogcn Conty, Res, Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pp6ed Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(Ibs/A) 1bs/A) (Ibs/A)
Source Total Use. Applic• Applie. 1000
Tract .Field ID Soil Series Acres I Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
WSM2 P2 S7 Autryvillo 2,11 2.11 Corn,Grain 85 bu, 2/15.6/30 *106 0 20 Irrig. 86 34.35 0.00 72.48 0.00
WSM2 P2 S7 Autryville 2.11 2,11 Wheat,Grain 45 bu, 9/1-4/30 104 0 0 Irrig. 521 20,77 0,00 43.83 0.00
WSM2 P3 S7 Autryville 2.05 2,05 Corn,Grain 85 bu. 2/15-6/30 *106 0 20 Irrig. 86 34.35 0,00 70.42 0.00
WSM2 P3 S7 Autryville 2.05 2.05 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig. 52 20.77 0.00 42.58 0,00
WSM2 P4 S7 Autryville 3.52 3.52 Corn,Grain 85 bu. 2115-6/30 *106 0 20 [rrig. 86 34.35 0.00 120,92 0.00
WSM2 P4 S7 Autryville 3.52 3.52 Wheat,Grain 45 bu, 9/1.4/30 104 0 0 Irrig, 52 20.77 0.00 73.11 0.00
WSM2 P5 S7 Autryville 3.1.5 3,15 Corn,Grain 85 bu. 2/15.6/30 *106 0 20 Irrig, 86 34,35 0,00 108.21 0.00
WSM2 PS S7 Autryville 3,15 3.15 Wheat,Grain 45 bu, 9/1.4/30 104 0 0 Irrig. 52 20.77 0,00 65.43 0.00
WSM2 P6 S7 Autryville 5.09 5,09 Corn,Grain 85 bu. 2/15-6/30 *106 0 20 Irrig. 86 34.35 0.00 174,85 0.00
WSM2 P6 S7 Autryville 5.09 5.09 Wheat,Grain 45 bu. 9/1.4/30 104 0 0 Irrig, 52 20.77 0,00 105,72 0,00
WSM2 P7 S7 Autryville 1.1.1 1.11 Corn,Grain 85 bu. 2/15.6/30 *106 0 20 Irrig, 86 34.35 0.00 38.13 0.00
WSM2 P7 S7 Autryville 1.11 1.11 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig. 52 20.77 0.00 23.06 0.00
WSM2 PS 87 Autryville 3,65 3.65 Corn,Grain 85 bu. 2/15.6/30 *106 0 20 1 Irrig. 86 34.35 0,00 125,39 0.00
WSM2 PS S7 Autryville 3.65 3.65 Wheat,Grain 45 bu. 9/1.4/30 104 0 0 Irrig. 52 20.77 0,00 75.811 0.00
WSM2 P9 S7 Autryville 3.20 3.20 Corn,Grain 85 bu. 2/15.6/30 *106 0 20 Irrig. 86 34.35 0,00 109.93 0.00
WSM2 P9 S7 Autryville 3.20 3.20 Wheat,Grain 45 bu. 9/1.4/30 104 0 0 Irrig. 52 20,77' 0.00 66.47 0.00
WSM2 Subfield'l S7 Autryville 6,32 6,32 Corn,Grain 85 bu. 2/15-6/30 *106 0 20 Irrig. 86 34.35 0,00 217.10 0.00
WSM2 Subfield'1 S7 Autryville 6.32 6.32 Wheat,Grain 45 bu, 9/1.4/30 104 0 0 Irrig. 52 20.77 0.00 131,27 0.00
WSM2 Subfield2 S7 Autryville 5.08 5.08 Corn,Grain 85 bu. 2/15.6/30 *106 0 20 Irrig. 86 34.35, 0.00 174.51 0,00
WSM2 Subfield2 S7 Autryville 5,08 5.08 Wheat,Grain 45 bu. 9/1.4/30 104 0 0 Irrig, 52 20.77 0,00 105.52 0,00
WSM2 Subfield3 S7 Autryville 1 2.84 2,84 Com,Grain 85 bu. 2/15-6130 *106 0 20 1 Irrig, 86 34.35 0.00 97.56 0.00
WSM2 Subfield3 S7 Autryville 2.84 2,84 Whcat,Grain 45 bu, 9/1-4/30 104 0 0 Irrig, 52 20.77 0,00 $8,99 0,00
43241.5 Database Version 3.1 Date Printed: 5/16/2016 WUT Page 2 of 6

Waste Utilization Table Year 1
Nitrogen Comm Res. Manure 1 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) (IbslA) (lbs/A)
Source Total Use. Applie. Apphc. 1000
Tract Field ID I Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
WSM2 Subfield4 S7 Foreston 4.64 4.64 Corn,Grain 120 bu, 2/15-6/30 *150 0 20 Irrig, 130 51.93 0.00 240.94 OX
WSM2 Subfield4 S7 oreston 4.64 4.64 Wheat,Grain 55 bu, 9/1.4130 115 0 0 Irrig, 58 22.97 0.00 106.57 OX
Total Applied, 1000 gallons 4,729,30
Total Produced, 1000 gallons 4,538.59
Balance,1000 gallons -1.90.71
Total Applied,tons Q0
Total Produced,tons 0.0
Balance,tons 0.0
Notes: 1. In the tract column,—symbol means leased,otherwise,owned. 2. Symbol *means user entered data.
432415 Database Version 3.1 Date.Printed: 5/16/2016 WUT Page 3 of 6

Waste Utilization Table Year 2
Nitrogen Comm. Res. Manure .Liquid Solid Liquid Solid
PA Pert, (Ibs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
lteq'd Applied Applied (acre) (acre) (Field) (Field)
(Ibs/A) pbs/A) (!bs/A)
Source Total Use, Applic. I AppGc. 1000
Tract Field ID Soil Series Acres Acres Crop RYE- Period N N N Method N gal/A Tons 1000 gals tons
WSM2 Field 5 S7 Woodington 5.43 5,43 Wheat,Grain 50 bu, 9/1.4/30 96 0 0 Irrig, 48 19,17 0,00 104,11 0.00
WSM2 Field 5 S7 Woodington 5,43 5.43 Soybeans,Manured,Double Crop 29 bu. 4/1.9/15 112 0 0 1 Irrig, 112 44,74 0,00 242.92 0.00
WSM2 Field 6 $7 Woodington 6.73 6.73 Wheat,Grain 50 bu. 9/:1-4/30 96 0 0 Irrig. 48 19.17 0.00 129,04 0100
WSM2 Field 6 S7 Woodington 6.73 6.73 Soybeans,Manured,Double Crop 29 bu. 411-9115 1.12 0 0 Irrig. 112 44.74 0,00 301.08 0.00
WSM2 PI S7 Autryville 4.36 4.36 Wheat,Grain 45 bu. 9/1-4/30 1,04 0 0 Irrig, 52 20.77 0.00 90.56 0.00
WSM2 Pl S7 Autryville 4.36 4.36 Soybeans,Manured,Double Crop 25 bu, 4/1-9/15 too 0 0 Irrig. 100 39,94 0.00 174.16 0.00
WSM2 P10 S7 Autryville 1.86 1.86 Wheat,Grain 45 bu. 9/1.4/30 1.04 0 0 Irrig. S2 20.77 0,00 38,63 0.00
WSM2 P10 87 Autryville 1.86 1.86 Soybeans,Manured,Double Crop 25 bu, 4/1-9/15 100 0 0 Irrig. 100 39.94 0.00 74,30 0.00
WSM2 Pit S7 Autryville 1.381 1.38 Wheat,Grain 45 bu. 9/1-4/30 104 0 U Irrig. 52 20,77 0.00 28.66 0.00
WSM2 Pit S7 Autryville 1.38 1.38 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 100 0 0 Irrig, 100 39.94 0.00 55,1.2 0,00
WSM2 P12 S7 Foreston 4.28 4.28 Wheat,Grain 55 bu. 9/14/30 115 0 0 Irrig. 58 22.97 0.00 98.30 0,00
WSM2 P12 S7 Foreston 4,28 4,28 Soybeans,Manured,Double Crop 34 bu, 4/1.9/:15 133 0 0 Irrig, 133 53.13 0.00 227,38 0.00
WSM2 P13 S7 Foreston 4.72 4.72 Wheat,Grain 55 bu. 9/1.4/30 115 0 0 Irrig. 58 22,97 0,00 10841 0.00
WSM2 P13 S7 Foreston 4.72 4.72 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 1.33 0 0 Irrig, 133 53.13 0,00 250,75 0,00
WSM2 P14 S7 Foreston 5.09 5.09 Wheat,Grain 55 bu, 9/1-4/30 115 0 0 1 Irrig. 1 58 22,97 0,00 116.91 0,00
WSM2 P14 S7 Foreston 5.09 5,09 Soybeans,Manured,Double Crop 34 bu, 4/1-9/15 133 0 0 Irrig. 133 53,.13 0.00 270.41 0.00
WSM2 P2 S7 Autryville 2.1.1 2.11 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig. 52 20.77 0.00 43.83 0.00
WS.M2 P2 S7 Autryville 2.11 2.11 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 100 0 0 Irrig. 1.00 39.94 0.00 84.28 0.00
WSM2 P3 S7 A.utryvillo 2.05 2.05 Wheat,Grain 45 bu, 9/1-4/30 104 0 0 Irrig. 52 20.77 0.00 42.58 0.00
WSM2 P3 S7 Autryville 2.05 2.05 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 1.00 0 0 Irrig. 1001. 39.94 0,00 81,89 0.00
WSM2 P4 S7 Autryville 3.52 3,52 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig, 52 20.77 0.00 73.11 0.00
WSM2 P4 S7 Autryville 3,52 3.52 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 100 0 0 Irrig, 100 39.94 0.00 140.60 0.00
432415 Database Version 3.1 Date Printed: 5/16/2016 WUT Page 4 of 6

Solid
Manure
Applied
(Field)
tons
3 0.00
2 0.00
2 0.00
2 0.00
16 0.00
4 0.00
I1 0.00
t0 0.00
17 0.00
32 0.00
?7 0.00
45 0.00
52 0.00
92 0.00
99 0.00
44 0.00
57 0.00
50 0.00
6

Waste Utilization Table Year 2
Nitrogen Comm. Res. Manure Liquid Solid liquid
PA Fert, (lbs/A) PA ManureA Manure Manure
Nutrient Nutrient Nutrient pphed Applied Applied
Req'd Applied Applied (acre) (acre) (Field)
(lbs/A) (lbs/A) (lbs/A)
Source Total Use. Applic, Applic, 1000
Tract Field ID Soil Series Acres Acres Crop RXE Period N N N Method N gal/A Tons 1000 gals
WSM2 P5 S7 Autryville 3,1.5 3,1.5 Wheat,Grain 45 bu, 9/1-4/30 104 0 0 Irrig. 52 20,77 0,00 65.4
WSM2 P5 S7 Autryville 3.15 3.1.5 ISOybeans,Manured,Double Crop 25 bu, 4/1-9/15 100 1 0 0 1 Irrig. 100 39.94 0.00 125.8
WSM2 P6 S7 Autryville 5.09 5.09 Wheat,Grain 45 bu, 9/1-4/30 104 0 0 Irrig. 52 20.77 0,00 105,7
WSM2 P6 $7 Autryville 5.09 5,09 Soybeans,Manured,Double Crop 25 bu. 4/1.9/15 too 0 0 Irrig, 100 39.94 0.00 2033
WSM2 P7 S7 Autryville 1,11 1.1 l Wheat,Grain 45 bu, 911-4/30 104 0 0 Irrig. 52 20.77 0.00 23.0
WSM2 1 P7 S7 utryville 1.1 I 1.1.1 Soybeans,Manured,Double Crop 25 bu. 411-9/15 100 0 0 Irrig. 100 39.94 0.00 44.3
WSM2 PS S7 Autryville 3,65 3.65 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig. 52 20,77 OAO 75,E
WSM2 P8 S7 Autryville 3.65 3.65 Soybeans,Manured,Double Crop 25 bu. 4/1-9/I5 too 0 0 Irrig. 100 39,94 0,00 145.E
WSM2 P9 S7 Autryvillo 3.20 3.20 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig, 52 20.77 0.00 66,1
WSM2 1.19 S7 Autryville 3.20 3.20 Soybeans,Manured,Double Crop 25 bu, 4/1-9/15 100 0 0 Irrig, 100 39,94 0,00 127.1
WSM2 Subfieldl S7 Autryville 6.32 6,32 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig, 52 20.77 0.00 131.,
WSM2 Subfeldl S7 Autryville 6.32 6,32 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 100 0 0 Irrig. 100 39.94 0.00 252,
WSM2 Subfield2 S7 Autryville 5.08 5,08 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 irrig. 52 20.771 0.00 105.:
WSM2 Subtield2 S7 Autryville 5.08 5.08 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 100 0 0 Irrig, 100 39.94 0.00 202.!
WSM2 Subfield3 S7 Autryvillc 2.84 2.84 Wheat,Grain 45 bu, 9/1-4/30 104 0 0 Irrig. 52 20.77 0.00 58:
WSM2 Subfield3 S7 Autryville 2.84 2.84 Soybeans,Manured,Double Crop 25 bu. 4/1-9/15 100 0 0 Irrig. 100 39.941 0.00 113:
WSM2 Subfield4 S7 Foreston 4.64 4,64 Wheat,Grain 55 bu, 9/1-4/30 115 0 0 Irrig. 58 22.97 0.00 106.
WSM2 Subfield4 57 Foreston 4.64 4.64 Soybeans,Manured,Double Crop 34 bu. 4/1-9/IS 133 0 0 Irrig, 133 53,13 0,00 24G.
432415 Database Version 3.1 Date Printed: 5/16/2016 WUT Page 5 of

Waste Utilization Table Year 2
itrogeR Comm, Res, Manure Liquid Solid Liquid Solid
PA Fert, (lbs/A) PA MmuraA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(ibs/A) (IbslA) (ibs/A) _
Source Total Use. Applic. Applic, 1000
Tract Field 1D Soil Series Acres Acres Crop RYE PeriodEN
N N Method N gal/A Tons 1000 gals tons
Total Applied,1000 gallons 4,978.28
Total Produced,1000 gallons 4,538.59
Balance,.1000 gallons -439.68
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. Syinbol *means user entered data.
432415 Database Version 3.1 Date Printed: 5/16/2016 WUT Page 6 of 6

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)
WSM2 Field 5 Woodington 0.40 1.0
WSM2 Field 6 Woodinb on 0.40 1 1.0
WSM2 P1 Autryville 0.60 1.0
WSM2 P10 Autryville 0.60 1•0
WSM2 PH Autryville 0.60 1.0
WSM2 P12 Foreston 0.50 1.0
WSM2 P13 Foreston 0.50 1•0
WSM2 P14 Foreston 0.50 1.0
WSM2 P2 Autryville 0.60 1.0
WSM2 P3 Autryville 0.60 1.0
WSM2 P4 Autryville 0.60 1.0
WSM2 P5 Autryville 0.60 1•0
WSM2 P6 Autryville 0.60 1.0
WSM2 P7 Autryville 0.60 1.0
WSM2 PS Autryville 0.60 i_0
WSM2 P9 Autryville 0.60 1.0
WSM2 Subfieldl Autryville 0.60 1.0
WSM2 Subfield2 Autryville 0.60 ] 0
WSM2 Subfield3 Autryville 0. 1.0
WSM2 Subfield4 Foreston O.5 0 Q 1.0
432415 Database Version 3.1 Date Printed 5/1612016 IAF Page 1 of I
mn,rn• Q�m%l,nt *n,Pans user entered data.

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 greaterthan 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.
ilable Waste Storas.,e Ca)acitN
Source Name Swine Feeder-Finish Lagoon Liquid Design Storage Capacity(Days)
Start Date 9/1 180
Plan Year Month Available Storage Capacity(Days)
I 1 28
1 2 50
1 3 69
1 4 89
1 5 108
1 6 128
1 7 97
1 8 66
1 9 88
1 10 83
1 it 79
1 12 74
2 1 69
2 2 67
2 3 88
2 4 111
2 5 134
2 6 158
2 7 180
2 8 180
2 9 177
2 10 146
2 11 116
2 12 85
*Available Storage Capacity is calculated as of the end of each month.
432415 Database Version 3.1 Date Printed: 05-16-2016 Capacity Page 1 of 1

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 PAN Rate Application Rate Minimum Acres Minimum Acres Minimum Acres
lblac 1000 gal/ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Feeder-Finish Lagoon Sludge-Standard
Corn 120 bu 150 13.16 61.38 122.76 184.13
Hay 6 ton R.Y.E. 300 26.32 30.69 61.38 92.07
Soybean 40 bu 160 14.04 57-54 115.08 172-63
- ---------------------------------------------------------------------- --------
43241 5 Database Version 3.1 Date Printed: 05-16 2016 Sludge Page 1 of 1

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste.If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner,who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than la tons per acre per year provided grass filter
strips are installed where runoff leaves the Meld (see USDA, MRCS Field
Office Technical Guide Standard 393 -Filter Strips).
5. Odors can be reduced by injecting the waste or by disldng 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).
------------------------- ------------ ---- -- - - --- --------- ------------------------------ ----------- - ---
Preview Database Version 3.1 Date Printed:5/16/2016 Specification Page 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur of1site 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.
S. 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
brealdng dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1, 1995,
shall not be applied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
432415 Database Version 3.1 Date Printed:5/1612016 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over-spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways,waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such as
trees,shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal.production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
on a regular basis to prevent breakdowns, leaf, 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.
----------------- ------------------------------ ---------------------- ---- -----------------------------------------------------------
432415 Database Version 3.1 Date Printed:5/16/2016 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 rewire
waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five
(5)years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
---------------------- ---------
432415 Database Version 3.1 Date Printed:5/16/2016 Specification Fare 4

Crop Notes
The following crop note applies to field(s):Field 5,Field 6
Corn l: CP,Mineral Soil, low-leachable
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 Ibs/acre N and 20 30 lbs/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):P12,P13,P14, Subfield4
Corn 1:CP,Mineral Soil,low-leachable
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 Ibs/acre N and 20-30 lbs/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.
- - --------------- --------------------- ---------------------------------------------------------------
Preview Database Version 3.1 Date Printed: 05-17-2016 Crop Note Page I of 4

The following crop note applies to field(s):Pl,P10,P11,P2,P3,P4,P5,P6,P7,PS,P9,Subfieldl,
Subfieldl, Subfield3
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 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter.The rest of the N should be applied about 3040
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): Field 5,Field 6
Wheat:Coastal Plain,Mineral Soil,low-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 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 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.
The following crop note applies to field(s):P12,P13,P14, Subfield4
Wheat:Coastal Plain,Mineral Soil,low-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 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 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.
----------------- -------------------------------------------- ---------------------------- ---- ----------------- ----------------------
Preview Database Version 3.1 Date Printed: 05-17-2016 Crop Note Page 2 of 4

The following crop note applies to feld(s):Pl,P10,P11,P2,P3,P4,P5,P6,P7,P8,P9, Subfieldl,
Subfield2, Subfield3
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 30 lbs/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 mouths 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.
The following crop note applies to field(s):Field 5,Field 6
Double-Crop Soybeans,Coastal Plain:Mineral Soil,low-Ieachable
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 36"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 Ibs/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.
- - - - - - - - --------------------------------------------------------
Preview Database Version 3.1 Date Printed: 05-17-2016 Crop Note Page 3 of 4

The following crop note applies to field(s): P12,P13,P14, Subfield4
Double-Crop Soybeans,Coastal Plain:Mineral Soil, low-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 36"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): P1,P10,Pit,P2,P3,P4,P5,P6,P7,P8,P9,Subfieldl,
Subfield2, Subfield3
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 36"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 20-301bs/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.
------------------------------------------------------------ ------
Preview Database Version 3.1 Date Printed: 05-17 2016 Crop Note Page 4 of 4

EMERGENCY ACTION -PLAN
PHONE NUMBERS
DIVISION OF WA T ER QUALITY (DWQ)
EMERGENCY MANAGEMNET SERVICES (EMS)
SOIL AND WATER CONSERVATION DISTRICT (SWCD) �9 �aisv
NATURAL RESOURCES CONSERVATION! SERVICE (NRCS)
COOPERATIVE EXTERSION SERVICE (CES)
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters
or leave you property to consider that you have a problem. You should make every
effort to ensure that this does nor 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.
T. Stop the release of wastes. Depending on the situation, this-may ore may not-be
possible. Suggested responses to some possible problems are listed belwo.
A. Lagoon overflow-possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes r.0 fields at an acceptable rate.
c. Stop all :lows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no sur face water is entering lagoon.
B. Runoi� 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 eiiminate the reasons) that cause the runoff.
e. =valuate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers-action include: -
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps-
D. Leakage from flush systems, houses, solid separators-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
C. Make sure siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed
to flowing leaks-possible action:
a. Dig a small sump or ditch from the embankment-to catch all
seepage, put in a submersible pump, and pump back to lagoon.
b. if holes are caused by burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil-
c. Have a professional evaluate the condition of the side walls-and laaoon-
bo,Lam as soon as possible.

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste-reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours tail your DWQ regional office; Phone - -. After
hours, emergency number: 919-733-3942. Your phone call should include: your
name, facility number, telephone number, the details o tthe incident from item 2
above, the exact location of the facility, the location or direction of movement of
the spill, weather and wind conditions. The corrective measures that-have been--'
under taken, and the seriousness of the sitution.
b. if spill leaves property or enters surface waters, call local EMS phone number.
c.- Instruct EMS to contact local Helath Department.
d. Con,acz CtEs, phone number - , local SWCD office phone number - -, and local
MRCS office for advice/technical assistance phone number - -.
4. If none of the above works call 911 or the Sheriff I's Department and explain you
prooiam to them and ask the person to contact the proper agencies fQr you.
5. Con aac the contractor of your choice to begin repair or problem to minimize aftf-
site darnace.
a. Contractors Name:
b. Contractors Address:
c. Contractors Phone:
6. Contact ;he technical specialist who certified the lagoon (MRCS, Consulting
Engineer, etc.)
a. Name: N4rr �rr�S ,�1PLs
b. Phone:
7. Implement procedures as-advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste managment plan to
keep problems with release of wastes from happening again.
- 2

OPERATION &ATAINTENA.NCE PLAN
Proper lagoon liquid management should be a year-round priority. It is especially
important to manage levels so that you do not have problems during extended rainy and
wetp=dods.
Maximum swage capacity should be available in the lagoon for periods when the
wing=p is dormant(such as winterdme for berrnuda,ass) or when there are
extended spells such as the thunderstorm season in the summertime.. This means
.that at the fErst,signs of plant growth in the later winte+leady wring irrigation ar.�raing to
a farm waste management plan should be done:whenever the land is dry enough to
re:=ve loom liquid. This will m2 _-storage space availablc in the lagoon for fam=wet
periods_ In the late summer/eariy L11 the lagoon should be pumped down to the low
Marker(see Ft4ure 2-1) to allow for winter storage_ Every effort should be-mad--to
maussaia the lagoon close to the minimum liquid level as Jong as the weather and wasis
utilization plan will allow it.
Waiting undl the lagoon has reached its maximunn storage capac~ry before staring to �f
I e does not leave mom for storing excess wat—during e-tended wet peH0ds. _
Over_r3ow from the lagoon for any meson except a 25-year, 241-hour storm is a violation or-
state law and subje=to penalty action.
The routine —nnintenance of a lagoon involves the following:
Maintenanc.,ai a vea?tadve cover for thu- dam.
Fescue or common be.:nnuda_-_-r2.ss_are the most C-0m on vegetative
covers. The vegetation should be fertile ad each- year, if-needed. to
maintain a vigorous stand. The arnouLnt of feria, applied should be
bas°d on a soils test; bur in the event that it is nor�ctical to obtain
a soils test each year, the lagoon embankment and surrndi oung areas
should be feral ed with 900 pounds per awe of 10-10-10, or
ecuivalent.
Brush and trees on the e:nbanl:rnent must be controlled. This may be
done by mowing, sprav�ng, raring, chopping, or 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 straying, the herbicide must not be allowed to eater
the la�,00n w^rip Such chemicals could harm the bact.A-ia in the la noon that are treating-
the waste.
Maintenan=inspections of the entire lagoon should be made during the initial f 1liug-of
the-lagoon and at least monthly and aft-- fall major rain and sto.-r, events. Items to be
checked should include, as a minimum, the foliowin..
Waste_ Inlet Pipes, Recycling Pipes, and Overflow Pipes look for.
1_ separation of joints
Z cracks or breams
3_ accumulation of salts or- in=als
+. overall condition of pipes
APR Q 5
dater aV��r

Lagoon surface-hook for:
1. undesirable vegetative growth
2. floating or lodged debris
Embanlanent--look for:
I. settlement, cracIgng, or"jug" holes
Z side slope stability—slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack of vegetation or as a result of wave action
5. rodent damage
I12r?er12goons may be subje—ct to liner damage due to aravea don caused by strong
winds_ These waves can erode the:lagoon sidewaJds, 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 sidewaU, baffles irr thelagoonr 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 threw
of a caste discharge. However, a permanent solution should be reviewed by the
technical expert. .Any digging into a lagoon dam with heavy equipment is a serious
undeug with potentially serious consequences and should not be conducted unless
recommended by an appropriate ter Irmical expert.
Transfer Pumvs—check for proper ope:�tion of:
1. recycling Dumvs
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 indicates that the pump is in need or mmair or
replacement-
NOTE:
Pumping systems should be inspected and op=ted.freouently enough so that you.
are not conrgletely „surprised° by equipment failure. You should perform your-pumping
system maint=ance at a time when your lagoon is at its low level_ This will allow some
safety time should major repairs be required_ Having a-nezdy full lagoon is not.the time
to think about switching, repairing , or borrowing pumps- Provably, 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 parlang 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 corner from yourflushing
(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 opacity
3. ridge berm height

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain_ If technical assistance is needed to
determine proper solutions, consult with appropriate experts_
You should record the level of the lagoon just prior to when rain is predicted, and then
recor&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 wort;). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, You may
have an inflow problem from a surface water diversion or there may be seepage into the
lagoon from the surrounding land.
Lagoon-Operation
Startup:
1. Immediately afar 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 fagoon during initial
hilinz or another means of slowing the incoming water to avoid erosion or
the lining.
4. When possible, bezin loading new lagoons in the spring to maximize
bacterial establishment(due to warner weather)-
5. it is recommended that a new lagoon be steed with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full.lagoon
liouid volume. This seeding should occ our at 1m sr two weeks prior to the
addition of wastewam-n
6. Maintain a periodic ch=l; on the lagoon liquid pH_ If the pH falls below
7.0, add agricultural lime at the rate of I pound per 1000 cubic feet of
lagoon liquid volume until the pH rises above 7.0. Optimum lagoon liquid
uH is between 7.5 and. 8.0.
7. A dark color, lack of bubbling, and =cLssive odor signals inadequate
biological activity. Consultation with a technical serialist is recommended
if these conditions occur for prolonged periods, espe„^ially 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 treat lent_ Pit recharge systems, in which one or more buildings are drained_
and recharged each day, also work well.

Practice water conservation—minimize building water usage and
spillage from Iealffng waterers, broken pipes and washdown through
proper maintenance and water conservanon.
Minimize feed w"szigge and spillage by loping feeders adjusted. This
will reduce the amount of solids entering the lagoon
Afanageme=
- Maintain lagoon liquid level between the permanent storage level and
the full temporary storage level.
Place visible markers or stakes on the lagoon bank to show the
minimum liquid level and the maximum liquid lever (Figure 2-1).
Start irrigating at the earliest possible date in the spring based on
nutrient reauirements and soil moisture so that temporary storage
will be maximized for the summer thundersto= season. Similarly,
=g to in the late summerlearly fall to provide maximum lagoon
storage for the winter.
The lagoon liquid level should never be closer titan 1 foot to the lowest
point of the dam or embankment.
Do not pump flit lagoon liquid level lower-that the perrrtanent storage
level unless you are removing sludge.
Locate float pump intakes approximately 18 inches underneath the liquid
surface and as far away Lrom the drainpipe inlets as possible.
Prevent additions of bedding materials, long-stemmed forage or-vegetation,
molded feed, plastic syringes, or other foreign rnazerials 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 -
Do not allow trees or large bushes to grow on Iagoon 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 eUrninate the possibility of a
Pollutant discharge_
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by.

proper lagoon s=a
mechanical solids sevaration of flushed waste,
gravity setter, of=iushed waste solids in an appropriately designed basin, or
minimizing feed wastage and spillage_
La-Gon sludge that is removed annually rather than stored Ion- term will:
have more nutrients,
have more odor, and
require more land to prop=iy use the nutrients.
Removal t--hniques:
Hire a custom applicator.
Mix the sludge and lagoon liquid with a chopper-agitator impeller
pump through large-bore spr►nkler irigation system onto nearby cropland;
and soil incorporate.
Dewater the upper part of lagoon by i-�igation onto nearby cr opiand or
forageiand; mix re.'I'iaining sludge; Dump into liquid sludge applicator: haul
and spread onto cropland or foraaeland; and soil incorporate.
Dvxmter the upper om--L of lagoon by il•—i¢ation onto nearby crouiand or
.oraaeland; driaze sludge from lagoon with dz—,2 ine or sludge 'oarze: best
an area beside iagoon to r.-eive the sludge so that liouids can drain bares
into Iazoon; allow sludge to dewater-, haul and spread with manure spreader
onto cropland or fora eland; and soil incoiporrz- _ '
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon seater. The sludge w�ili contain diffe:�t
nutrient and metal values from the liquid. Tle appii�tion or the sludge to Zelds will be
limited by these nutrientsas well as any previous waste a=li�ons to that field and cram
requirement. Waste application r.-tes will be discussed in cietaa.in Chapter 3.
When removing sludge, you must also pay attention to the Iiner to prevent damage. Close
attention by the pumper or drag-line op -ator will ensure that the lagoon liner rem-a'=
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 line_.-is darna-
possible. ed it must be repaired as soon as
Sludge removed from the lagoon has a much higher phosphorus and.heavy metal content
than liquid_ Bemuse of thus it should probably be applied to Iand with low phosphorus
and metal leveis. as indicated by a soii test, and incorporated to reduce the chance of
erosion. Note that if the sludge fs applied to fields with very high soil-test phosnaores, it
should be applied only at rates equal to the crop removal of phosphorus. As with other
wastes, always have your lagoon sludge analyzed for its nutrient value.
The application of sludge will increase the amount of odor at the waste application site_
Extra precaution should be used to observe the wind direcdon and other conditions which
could incr--se the concern of neighbors.

Possible Causes of Lagoon Failure
Lagoon failures-result in the unplanned discharge of wastewater from the structure. Types
of fail uxes include leakage through the bottom or sides, overmpping, and breach of the
dam. Assuming proper design and construction, the owne-has the responsibility for-
ensuring structure safety. Items winch may lead to lagoon failures include:
Modification of the lagoon struc=—. an example is the placement of a.pipe
in the dam without proper design and cansm»on. (Consult-an ex-pert in
lagoon design before Fagg any Fib 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 groundurat r-
table.
NOTE: If lagoon water is allowed to overtop the clam, the moving water-will soon cause
gullies to form in the dam. Once this daanage starts, it can quickI0 cause a large discharge
of wastew-aarer and possible dam failure.

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Y Site Specific Practices
(Liquid systems)
Flush Gutters Accumulation of solids RIFlush system is designed and operated
sufficiently to remove accumulated
splids from gutters as designed.
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
3 % of surface.
Excessive Vegetative Decaying vegetation KMaintain vegetative control along banks of
Growth lagoons and other imooundmonts to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage (} Design, operate ane 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).
Fe—Storage Accumulations of feed residues (} Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment{e.g., covered bin for
brewer's grain and similar high moisture grain
products).
(} Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Areas Accumulations of animal wastes {) Eliminate low area that trap moisture along fences
and feed wastage and other locations where waste accumulates and
and disturbance by animals is minimal.
() Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.a_insoect for and remove or break up accumulated
solids as needed)-
,Mf vember 11, 1996

Manure Handling Accumulations of animal wastes {) Remove spillage on a routine basis(e.g.7-io day
Systems interval during summer;15-30 days interval during
winter) where manure is loaded for land appu'tation
or disposal.
{) Provide for adequate drainage around manure sux4gm as.
{7 Inspecr for and remove or break up accumulated wastes
in-filter stripes around stockpiles and manure hendang
areas as needed.
The issues checked { ) pertain to this operation. The landowner/integrator agrees to use sound judgment in-applying
insect control measures as practical.
I certify the aforementioned insect contraI Best Management-Practices have been reviewed with me.
(Landowner Signature)
For more information contacizhe Cooperative Extension Service,Deparanent of Entomology,Box 7613..North Carolina State University.Raleigh. NC
27 69 5-76 1 3.
AMIC—November 11, 1996

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
ource Cause BMP's to Minimize Odor Site Specific Practices `
Farmstead Swine production ( V. getetive of wooded buffers'
( Recommended best management
acoces;
Go judgment and common sense
Animal body surfaces Dirty manure-covered animals (W!�ry floors
Floor surfaces War manure-covered floors rted floors;
Z"C
Fterars located over slotted floors;
eadam at high and of solid floors;
Scrpe manure buildup from floors;
O Underfloor ventilation for drying
Manure collection pits Urine ( -Frequent manure removal by flush.pit
recharge,or scrape
Parital micorbial decomposition (} Underfloor ventilation
Ventilation exhaust farts Volatile gases; (��F "n maintenance;
Dust 440-icient air movement
Indoor surfaces Dust Washdown between groups of animals
(j Feed additives;
O Feeder covers;
() Feed delivery downspout extenders to
feeder covers
Flush tanks Agitation of recycled lagoon (} Rush tank covers
liquid whiles tanks are filling () Extend fill lines to near bottom of
tanks with anti-siphon vents
Flush alleys Agitation during wastewater () Underfloor flush with underfloor
conveyanance ventilation
Pit recharge points Agitation of recycled lagoon (} Extend rachard lines to near bottom of
liquid while pits are filling pits with anti-siphon vents
lift stations Agitation during sump tank filling ()Sumo tank covers
and drawdown
Outside drain collection Agitation during wastewater () Box covers
or junction boxes conveyance
End of drainpipes at lagoon Agitation during wastewater () Extend discharge point of pipes
underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions '-/Proper lagoon liquid caoscity
Biological rrddng f7 CC:A fret:lagoon startup procedures
Agitation Minimum surface area-to-volume ratio
() Minimum agitation wnen pumping
() Mecnanical aeration
{) Proven biological additives
.,.igaoon sprinkler nozzias Fiign pressure agitation gate on dry days with little or no wind
Wind draft mum recommended coeration pressure
X—l"j Fume intake near lagoon liquid surface
() Pump from second-stage lagoon
November 11, 1996

Storage tank or basin Partial microbial decomposition
() Bottom or midlevel loading
dace Mixing while filling
(1 Tank covers
Agitation when emptying (} Basin surfaea mats of solids
() Proven biological additives or oxidants
Settling basin surface PertieI micobial decamposiuon () Extend Oral
npipe outlets undarnenth liquid
Mixing while filling level
Agitation when emptying () Remove settled solids regularly
Manure, slurry or sludge Agitation when spreading
() Soil injection of slurry/sludges
spreader auUets Volatile gas emissions
{)Wash residual manure from spreader after use
{)Proven biological additives or oxidants
Uncovered manure, slurry Volatile gas emissions while drying ()Soil infection of slu
or sludge on field surfaces Soil
(J Soil incorporation within 4,e hours
{J Spread in thin uniform(avers for rapid drying
() Proven biological additives or oxidants
Dead animals Carcass decomposition
roper disposition of carcasses
Dead anima!disposal Carcass decomposition
f)Rita Complete covering of carcasses in burial pits
{)Proper location/construction of disposal pits
Incinerators Incomplete combustion
()Secondary static burners
Standing water around Improper drainage Grade and landscsaa such that water drains
facilities Microbial decomposition of
away;rpm facilities
Organic matter
Manure tracked onto public Poorly maintained access roads
`arcrt access road maintenance
•pads from farm access
Additional Information:
Available From:
:.wine Manure Managemert_•0200 Rule/BMP Parker _
Swine Production Farm Potential Odor Sources and Remedies,c$AE Fact Sheet NISu•wunty_Extension Center
='wine ProdgCtlon Facility Manure Management:Pit Recharge—Lagoon Treatmer1r;ESAE i 2g-gg NCSLLaAE
wine Production Facility Manure Management:Underfloor Fiuse—Lagoon Treatmert;ESAE i 29-38 NCSILRAE
i�goon Desig and Management for Livestock Manure Treatment and Storage; � NCSLI_aAE
Calibration of Manure and Wastewater Application E �_BAE 103-a. N1"a[J-i3AE
Equipment;ESAE Fact Sheet NCSU-aAe
Controlling Odors from Swine Buildings;P1N-33
=nvironmental Assuranc Program:NPPG Manual NCSU-Swine Extension
Options for Managing Odor, a NC Pork Produces Assoc
reportfram the Swine Odor Task Force
ions
Vuisance Concerns in Animal Manure Management:Odors and Flies;PRO107. 1995 Conference Proceedings NCSU Agri Camive Extension
g Florida Cooperative extension
i he issues checked ( ) Reriain to this operation. The landowner/integrator agrees t4 use sound judgment in applying
)dor control measures as practical.
-rtify the aforernerrtioned Odor control Best Managment Practices have been reviewed with me.
-L
(Landowner Signature) - —-
AOC—Novamber 17. 1236

U. S. Department of Agri ture NC-ENG-34
Soil Conservation Service September 1980
File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner_? �l,,,; k4lQ„�ti a-d County
Community or Group No S �R Conservation Plan No.
Estimated Depth -.of Water to Top of Dam 9,0, Ft. Length of Flood Pool. Ft.
Date of Field Hazard Investigation
Evaluation bytreach of flood plain downstream to the point of estimated-minor effect
from sudden dam failure.
Est. E ev: st. 7 evation
Kind of :Improvements of 'Breach
Reach: Length: Width: Slope: Land Use Improvements Above -' :Floodwater Above
flood Plain: -Flood_Plain
Ft. Ft. - % Ft. Ft,
2 v
3
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach S�e�. '
p arks (; -�Q'r_. a� ,�.�x I S Ut)_
✓dt ar ed+ nn e erx4 i a, - —--
Hazard Classification of Dam , b, c) (see NEM-Part 520.21)
Dam Classification M, II, III, IV, V) f
By G�✓ ,� ��/, `�' %:. sG7"" Date 9 fir
naive) (title
Concurred By C� Date
name (title)
NOTE: 1. Instructions on reverse side. 1(
2, Attach additional sheets as needed.

SCS-ENG-53ri J. s.Lf F^n(h+Er+t Or AGmIGU,1a rk,
Rev. 5-70 SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FARMER'S NAME 'L-Aw i+t DISTRICT. _
DATE `7-d 2-g I COUNTY
S.C.S. PHOTO SIIEET NO. WORK UNIT
WATERSHED&REA MEASUREMENTS
CROPLAND ACRES PASTURE ACRES
WOODLAND ACRES TOTAL ACRES POND CLASS WORK UNIT CONSERVATIONIST
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE (Approx. scale 1"= feet)
Locate reference point in center line of dam and Identify on shelck
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SHOW BORING NUMBER AND PROFILE
DEPTH Mahe and list dam-site and spillway borings first-then ponded area and.borrow pit borings-separate with vertical red line.
(Continued an boat T ere necessary) -Show water table-elevations on dam-site borings.
SCALE
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BORINGS MADE BY + 71" nu'-0 SIGNATURE & TITLE A,, 4056-F

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LA
R P Y
FAMILY FARMS
March 24, 1997
Mr. Mike Sugg, District Conservationist
USDA - National Resources Conservation Service
P.O. Box 277
Kenansville, NC 28349
RE: South Branch Farm - 1224 Feeder to Finish Addition
Dear Mr. Sugg:
Enclosed for your review is the completed, Animal Waste Management
Plan for the above referenced swine farm. Specific items included
in this package are as follows:
- Waste Management Facility Site Evaluation
- Location Map
- ASCS Tract Map
- USGS Quad Map
- Soil Investigation Report
- Lagoon Design Spreadsheet
- Operation & Maintenance Plan for Lagoon
- Construction Specifications for Lagoon
- Site Seeding Requirements
- Emergency Action Plan
- Nutrient Utilization Plan & Irrigation Design
- Odor Control, Pest Control & Mortality Management Checklist
- General Permit Application Cover Letter
- Site Plan with Construction Details
Please contact me at (910) 289-6439, Ext. 4529 if you have any
questions concerning this package.
Sincerely,
Uit.0
c
Dave Elkin
Assistant Engineer
Enclosures
cc: File
Edwin Blanchard, (complete package)
Freddie Halso, MFF Construction Dept, , (site plan only)
Ed Lo€tis, MFF Transportation Dept. , (site plan only)
Post Office Box 759, Rose Hill,North Carolina 28458, [phone], FAX [phone]

KIVA
__� � LT R_P H Y
F AM I L Y F A R M S
April 8, 1997
North Carolina Dept. of Environment,Health&Natural Resources
Division of Water Quality
Water Quality Section
Permits and Engineering Unit
P.O.Box 29535
Raleigh,NC 27626-0535
Attn: Andy Oakley
Re: Permit Application for South Branch Swine Facility
Dear Mr. Oakley:
Attached you will find the permit application for the above referenced farm. Specific
items included for you review are as follows:
## Cwies item
3 General Permit-Liquid Animal Waste Operations Application Form
3 Animal Waste Management Plan Certification Form
3 Location Map
2 Waste Management Facility Site Evaluation
2 ASCS Tract Map
2 USGS Quad Map
2 Soil Investigation Report
2 Lagoon Design Spreadsheet
2 Construction Specifications for Lagoon
2 Site Seeding Requirements
2 Operation&Maintenance Plan for Lagoon
2 Emergency Action Plan
2 Odor Control,insect Control&Mortality Management Checklists
2 Facility Site Plan with Construction Details
2 Waste Utilization Plan
2 Irrigation Design
Post Office Box 759, Rose Hill,North Carolina 28458, [phone], FAX [phone]

Expeditious review and approval will be greatly appreciated. If you have any questions,
please call me at(910)289-6439 ext. 4717
Sincerely:
.Neal Tucker,P.E.
Engineering Manager
enclosures
cc_ File
Edwin Blanchard
Duplin County MRCS District Office

SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
Clearing:
All trees and brush shall be removed from the construction area
before any excavating or fill is started. Stumps will be removed
within the area of the foundation of the embankment and fill areas
and all excavated areas . All stumps and roots exceeding one ( 1)
inch in diameter shall be removed to a minimum depth of one ( 1)
foot. Satisfactory disposition will be made of all debris . The
foundation area shall be loosened thoroughly before placement of
embankment material .
Cut-off Trench:
---------------
A cut-off trench (when specified) shall be installed as shown in
the plans .
Construction:
- -------------
Construction of excavated and earthfill areas :hall be performed to
the neat lines and grades as planned. Deviations from this will
require prior approval of the SCS. Earthfill shall not be placed
in standing water and reasonable compaction of the fills shall be
performed by the construction equipment or sheep;-foot roller during
placement . The embankment of the lagoon shall be installed using
the more impervious materials.. . Construction of fill heights shall
include ten (10) percent for settlement. To protect against seepage,
when areas of unsuitable material are encountered, they will need to
be excavated a minimum of one (1) foot below grade and backfilled and
compacted with a suitable material (ie-CL, SC,CH) . Refer to the soils
investigation information in the plans for special considerations .
Precautions should be taken during construction to prevent excessive
erosion and sedimentation.
Vegetation:
All exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible after
construction.

MURPHY FAMILY FARMS
WASTE MANAGEMENT FACILITY Snm EVALUATION
aIYtG_ Owy ��.4racvAep _ S6Gay �Zti�c✓ li��� Size Qperation /Z
Telephone
Location Data
Distance from nearest residence not owned by producer: Sob
Is site within 100 year flood plain? Yes No
Is site at-least 100 feet from a"Blue Lane" perennial stream?
If no, site must be relocated.
Is site within 1 mile zoning jurisdiction of a-municipality?
If yes, site must be relocated..
Are there utilities in the construction area?
Wetlands
Will site involve clearing woodlands or-any non-cropland? ✓
If wetlands are involved, it is the responsibility of the producer
to obtain all necessary-permits before-any clearing is done.
Other Environmental Factors
Is endangered and/or threatened species habitat present?
Is a designated natural scenic area included in the planning
area or will planned actions impact on an adjacent natural-
scenic area?
Is an archaeological or historical site located in the planned area?
Are cultural resources present? �'

Waste Management Yes No
Does producer own enough land to properly land apply waste?
If no, does producer have access to more'land?
If land is not owned by producer, eaa producer get agreement
for land on which to apply waste?
Soil Investigation
Is soil suitable for lagoon?
Is a clay liner required?
If yes, is clay available on site?
Questionable
Is a core trench required?
Test holes will be dug initially in the general area of proposed lagoon.X during design, the
osition of the lagoon i-,.changed man area where no test holes were n eviouslti L d�kg,additional
test holes U be required.
Comments Ale-s.A14, �., rR.�cE 6f VxAlf•Eo gY A6 `I:KdEr dxrw5
This site investigation is valid as long as the design and construction of lagoon continues
in a reasonable time period. Undue delays or hesitancy in construction may require that site
be re-evaluated.
Evaluator _ Date_ 9 Y�
(A FF Engineering)
Signature Date
(Producer)

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IFGrower: EDWIN BLANCHARD (SOUTH BRANCH) Designed By: JWR
Address: 306 CHARUE FREDERICK ROAD Checked By: JNT
WARSAW, NC Date: 02lr
County: DUPLIN Sheet 1,of 7
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
Farm Population. �.
Nursery: --------
------------
Finishing: ------------------- _ 2 Hd.
Farrow toweanling: ------------------- `-- 0
Farrow to feeder: ----------------- — 0
Farrow to finish: ------------------— 0 C
Boars: ------------------- 0 1
Storage Period: ------------------- -180 Days
25 Yr. /24 Hr Storm Event ------------------- 75 In.
"Heavy Rain"Factor ___________________ ;5T
Rainfall in Excess of Evaporation ——————————————————— n.
Additional Water Usage: ------------------- 0
Additional Drainage Area ------------------- 0
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape? (Y/N) ——————--——N
Does Operator Want Emergency Spillway? (Y/N) ----------Y
Is This Design for an Existing Farm? (Y/N) ----------N
Is Drain Tile Req'd to Lower SHWT? REQUIREDII M! Y
Seasonal High Water Table Elev: ------------------- 10ZL
70. Et._.,
Freeboard: ------------------- 0 Ft.
Emergency Spillway Flow Depth: ------------------- 0.3 Ft.
Top of Storm /Spillway Buffer: Not Applicable 0
Side Slopes: ------------------- 3 :1 (H:1)
Inside Top Length: ------------------- 295.0 Ft.
Inside Top Width: ------------------- 190.0 Ft.
Top of Dike Elevation: ------------------- 108.70 Ft.
Finished Bottom Elevation: ------------------- 97.30 Ft.
Start Pump Elevation: -------------------- 105.90 Ft
Stop Pump Elevation: —————————————————— 103.60 Ft.
LAGOON VOLUME REQUIRED VOL DESIGN VOLUMES % REQ'D.
Storm Stor = 70063 (Cu.Ft.) 75,590 (Cu.Ft.) 107.89%
Temporary= 100441 (Cu.Ft.) 103,636 (Cu.Ft.) 103.18%
Permanent= 206550 (Cu.Ft.) 218,395 Cu.Ft. 105.73%
Total Volume= 377,054 (Cu.Ft_) 397,621 (Cu.Ft_) 105.45%
.Min. Required Liner Thickness ------------------- 1.5 Ft.
Lagoon Surface Area (Inside TOD) ------------------- 56,050 S.F.
Murphy Family Farms Engineering P.0. Box 759,Rase Hill NC 28458 (9101289-2111

Grower. EDWIN BLANCHARD (SOUTH BRANCH) Designed By: JWR
Address: 306 CHARUE FREDERICK ROAD Checked By: JNT
WARSAW, NC Date: 02/11/97
County__ DUPLIN Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
LAGOON STAGE-AREA VOLUMES
Contour
Elevation (FT.) Area SFI, Incr. Vol. �C, u. FT) Cumul:Vol. (Cu. FT)
97.30 27,555
98.00 29,035 19,806 19,806
99.00 31,210 30,122 49,929
100.00 33,458 32,334 82,263
101.00 35,777 34,618 116,880
102.00 38,169 36,973 153,854
103.00 40,633 39,401 193,254
104.00 43,168 41,900 2351155
105.00 45,776 44,472 279,627
106.00 48,455 47,116 326,743
107.00 51,207 49,831 376,574
108.00 54,031 52,619 429,193
108.70 56,050 38,528 467,721
4 Pp 0 5 2019
These volumes were calculated using the vertical average end area method.
TOTAL READ VOLUME: 377,054 CF CUMULATIVE VOL. ZONE VOL 105.45%
END PUMP = = = = > 103.60 FT 218,395 CF TR'MT 218,395 105.73%
START PUMP = = = > 105.90 FT 32ZO31 CF TEMP 103,636 103.18%
MAX STORAGE = = > 107.40 FT 397,621 CF STOW 75,590 107.89%
Murphy Family Fatms Engineering A Box 759,Rose Hill NC 28M [phone]

Grower. EDWIN BLANCHARD (SOUTH BRANCH) Designed By: JWR
Address: 306 CHARLIE FREDERICK ROAD Checked By: JNT
WARSAW, NC Date: 02111/97
County: DUPUN Sheet 3 of 7
MINIMUM REQUIRED VOWME CALCULATIONS
Permanent Stora e:
Required Treatment Volume: _
Animal Type Capacity * ALW * (cu.ftllb) = Total f
NUrsery 0 30 1.00 0
Finishing 1,224 135 1.00 165,240
Farrow to weanling 0 433 0.67 0
Farrow to feeder 0 522 0.67 0
Farrow to finish 01 1,4171 1.0010
Boars 0 400 0.50 0
Total Required Treatment Volume(cu.ft.)= 165,240
Sludge Storage Volume:
Animal Type Capacitv cu.ft Ib = Total
Nursery 0 30 0.25 0
Finishing 1,224 135 0.25 41,310
Farrow to weanling 0 433 0.17 0
Farrow to feeder 0 522 0.17 0
Farrow to finish 01 1,417 0.251 0
Boars 01 4001 0.1251 0
Total Required Sludge Storage Volume(cu. ft.)= 41,310
Temporary Storage Volume:
Manure Production:
jAnirnal Type Capacity * Sto. Period (gals/Hd./day) = Total
ursery 0 180 0.30 0
Finishing 1,224 180 . 1.40 308,448
Farrow to weanling 0 180 4.30 0
Farrow to feeder 0 180 4.50 0
Farrow to finish 1 01 180113.501 0
Boars I0 180 4-001 0
Total Manure Production(gals.)= 308,448
Total Manure Production(cu.ft.)= 41,236
Excess Fresh Water:
Animal Type Capacity * Sto. Period * (galslHd.lday) = Tots
Nurse 0 180 0.20 0
Finishing 1,224 180 0.90 198,288
Farrow to weanling 0 180 2.90 0
Farrow to feeder 0 180 3.50 0
Farrow to finish 01 1801 9.501 0
Boars 01 180 2-701 0I
Total Fresh Water Excess (gals.)= 198,288
Total Fresh Water Excess (cu.ft.)= 26,509
Murphy Family Fauns Engineering P.Q. Box 759,Rose Hill NC 28456 [phone]

Grower. EDWIN BLANCHARD (SOUTH BRANCH) Designed By: JWR
Address: 306 CHARLIE FREDERICK ROAD Checked By: . JNT
WARSAW, NC Date: 02/11/97
County: �DUPLIN Sheet 4 of 7
Temporary Storage Volume: jCont.}
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall f 12in./ft
Vol.= (56050 sq.ft + 0 sq.ft) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft)= 32,696
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (56050 sq.ft + 0 sq.ft.) * 7.5 in. 112 in./ft
Total Required Volume for 25Yr.—24Hr.Storm Event (cu.ft)= 35,031
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addy) Drainage Area) * "Heavy Rain" Factor(in) / 12in./ft.
Vol.= (56050 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft
Total Required Volume for 'Heavy Rain'(cu.ft.) = 35,031
(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") = 70,063 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess) = 100,441 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 206,550 (CU.FT)
TOTAL REQUIRED VOLUME= 377054 (CU.FT.)
Murphy Family Farms Engineering P.O.Box 759,Rose Hill NC 28458 [phone]

Grower: EDWIN BLANCHARD (SOUTH BRANCH) Designed By: JWR
Address: 306 CHARLIE FREDERICK ROAD Checked By: JNT
WARSAW, NC Date: 02/11/97
County: DUPLIN Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation ------------------- 108.70 FT
Emergency Spillway Crest Elevation------------------- 107.40 FT.
Top of 25 yr/24 hr Storm Storage ------------------- 10740 FT
Top of"Heavy Rain"Storage -------- ------ 106.61 FT.
Start Pump Elevation ------------------- 105.90 FT.
End Pump Elevation ------------------- 103.60 FT.
Top of Sludge Storage ------------------- 98.71 FT
Seasonal High Watertable Elev. ------------------- 106.70 FT.
Finished Bottom Elevation ------------------- 97.30 FT.
Inside Top Length - ------------------- 295.00 FT.
Inside Top Width ------------------- 190.00 FT.
Side Slopes ------------------- 3:1 H:V
Lagoon Surface Area ------------------- 56,050 SF
Min. Liner Thickness (if required) ------------------- 1.5 FT.
Freeboard Depth ------------------- 1.00 FT.
Temporary Storage Period ------------------- 180 Days
TOTAL DESIGN VOLUME= 397621 (CU.FT.)
Zone De ths:
Treatment/Sludge Storage Zone Depth ----------_ 6.3 FT.
Temporary Storage Zone Depth ----------- 2.3 FT
Freeboard / Storm 43tora a Zone Depth ----------- 2.8 FT
Total Lagoon Depth ---------_- 11.4 FT.
Murphy Family Fauns Engbeemg P.0 Box759,Rose Hill NC 264M (910)20-2111

Grower: EDWIN BLANCHARD (SOUTH BRANCH) Designed By: JWR
Address: 306 CHARLIE FREDERICK ROAD Checked By: JNT
WARSAW, NC Date: 02111/97
County: _ DUPUN -- — -_— - _ _ _ _ Sheet 6 of 7'
ZONE ELEVATIONS
i
TOP OF DIKE ELEV - 108.70
/ TOP OF STORM ELEV = 107.40 /
TOP OF HEAVY RAIN ELEV = 106.61 /
STRT PMP EL.= 105.90 TOP OF TEMP STORAGE ELEV = 105.90_
� 1
END PMP EL. = 103.60 TOP OF TREAT ELEV = 103.60 J SHWT = 106.70
1 I
TOP OF SLUDGE ELEV = 98.71 /
1 �
FINISHED BOTTOM ELEV = 97.30
Murphy F,miry Farms Engineering P.D.Box 759, r ve Hill NC 28458 (910)2r--2111

Grower: EDWIN BLANCHARD (SOUTH BRANCH) Designed By: JWR
Address: 306 CHARLIE FREDERICK ROAD Checked By: JNT
U1IARSAW, NC Date: 02/11/97
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 has been designed per the owners request.
SHWT:
Subsurface drain tile will be installed adjacent to the lagoon as shown on the site
drawing. The tile is being installed to keep the seasonal.high water table adjacent
to the lagoon at or below the stop pump elevation.
NOTE: See attached Waste Utilization�I31W111f1,,,'
% CARQ�,y
DESIGNED. = Q
DATE:
COMMENTS:
Murphy Family Farms Engineemg P.O.Box759,Rose Mill NC 28458 (910)289-2i 1 f

GROWER: EDWIN BLANCHARD (SOUTH BRANCH_ ) DESIGNED BY: JWR
ADDRESS: 306 CHARUE FRE_DERICK ROAD CHECKED BY. JNT
WARSAW, NC DATE: 02/11/97
;___COUNTY. DUPLIN SHEET 1 OF 3
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
FOUNDATION PREPARATION:
The foundation area of the lagoon embankment and building pad shall be clearbd of
trees, logs, stumps, roots, brush, boulders, sod, and rubbish. Satisfactory disposition
will be made of all debris. The topsoil from the lagoon and pad area should be stripped
and stockpiled for use on the dike and pad areas. After stripping, the foundation area
of the lagoon embankment and building pad shall be thoroughly loosened prior to placing
the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT
The completed excavation and earthfill shall conform to the lines, grades, and elevations
shown on the plans. Earthfill material shall be free of material such as sod, roots, frozen
soil, stones over 6 inches in diameter, and other objectionable material. To the extent they
are suitable, excavated material may be used as fill. The fill shall be brought up in
approximately horizontal layers not to exceed 9 inches in thickness when loose and prior
to compaction. Each layer will be compacted by complete coverage with the hauling and
spreading equipment or standard tamping roller or equivalent method. Cui i}�a�;iivi i will
be considered adequate when fill material is observed to consolidate to the point that
set±'-'-.ei ent is not readily detectable. NOTE THE SPECIAL REQUIREMENTS FOR
N PLACEMENT OF LINERS IN THE LINER SECTION OF THIS SPECIFICATION. H
The embankment of the lagoon shall be installed using the more impervious materials from
the required excavations. Construction of fill heights shall include 5 percent for settlement.
Dikes over 15 feet in height with an impoundment capacity of 10 acre-feet or more fall
under the juriSi;�u�,', �: G ;;C ^�;,F Safety Law and require permitting by the NC Dept of
Enviro nm jent, Health and Natural Resources, Land Quality Section. The height is defined l
aS tE'tP rliffpran-c in elevation from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive erosion and
sedimentation.
LINER:
THE MINIMUM REQUIRED CLAY LINER THICKNESS SHALL BE 1.5 FT.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN INDICATED ON THE
DRAWINGS OR WHEN MATERIAL IS ENCOUNTERED DURING CONSTRUCTION THAT
WILL NOT PROVIDE THE PERMEABILITY LIMITS AS STATED LATER IN THIS SECTION.
SUCH MATERIAL IS CONSIDERED UNSUITABLE WITH RESPECT TO LINING. A TYPICAL
CROSS SECTION OF THE LINER IS INCLUDED IN THE DRAWINGS WHEN LINERS
ARE REQUIRED.
Murphy Family Fanns Engbeemg P.O.Box 759,Rose Hill NG 28458 [phone]

GROWER: EDWIN BLANCHARD (SOUTH BRANCH) DESIGNED BY. JWR
ADDRESS: 306 CHARUE FREDERICK ROAD CHECKED BY. JNT
WARSAW, NC DATE: 02/11/97
COUNTY: DUPLIN - SHEET 3 OF 3
The soil liner shall be protected from scour produced by the discharge from waste outlet
pipes. This can be done by using some type of energy dissipator: concrete flumes,
concrete blocks laid tightly together, or using flexible pipe outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant When these are
specified, additional construction specifications are included with this Construction
Specification or are shown on the drawings.
CUTOFF TRENCH:
A cutoff trench shall be constructed under the embankment area when called for in the
notes on the drawings or as shown on a typical cross section on the drawings. The final
dimensions of the cutoff trench-shall be determined by observation of the foundation
materials during construction.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded to the
planned type of vegetation as soon as possible after construction according to the
seeding specifications. Topsoil, if available on site should be placed on areas of the dike
and pad to be seeded. Temporary seeding or mulch shall be used if recommended
permanent vegetation is out of season dates for seeding. Permanent vegetation should
be established as soon as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS:
An observation trench shall be dug along the perimeter of the lagoon 25 feet outside the
proposed embankment toe to verify that no subsurface drain file lines are present in the
lagoon area The trench shall be dug to a minimum depth of five feet and shall have a width
adequate to accommodate equipment used for backfill and compaction. Trench side
slopes shall be 1:1 or flatter. Trench backfill shall be compacted as stated in the
EXCAVATION AND EARTHFILL PLACEMENT section of the specification.
When the drains are encountered, the file will be removed to a minimum of 25 feet beyond
the outside toe of slope of the dike. The tile trench shall be backfilled and compacted with
material approved by the engineer or his representative. Tile drains that are removed
shall be either capped off or rerouted around the lagoon, as directed by the engineer or
his representative.
SAFETY AND HEALTH REQUIREMENTS:
All operations shall be carried out in a safe, skillful, and workmanlike manner. All safety and
health regulations shall be observed and appropriate personal safety and health measures
used at all times during construction.
Murphy Family Farms Engineering P.O.Box 759,Rase Hill NC 28458 [phone]

GROWER: EDWIN BLANCHARD (SOUTH BRANCH) DESIGNED BY: JWR
ADDRESS: 306 CHARUE FREDERICK ROAD CHECKED BY: JNT
WARSAW, NC DATE: 02111197
COUNTY: DUPLIN SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment (permanent storage) and 180 days of
temporary storage. The time required for the planned fluid level (permanent and
temporary storage) to be reached may vary due to site conditions, weather, flushing
operations, and the amount of.fresh water added to the system.
The designed temporary storage consists of 180 days of temporary storage for:
(1) manure production of animals, (2) excess fresh water storage, (3) rainfall in
excess of evaporation, (4) storage for the 25 year/24 hour storm for the location,
(5) and, if applicable, an additional "heavy rain" storage volume for chronic rainfall
events. Allocation for any additional fresh water usage is also included in the
temporary storage. The volume of waste generated from a given number of animals
will be fairly constant throughout the year, but excess rainfall will vary from year to year.
The 25 year rainfall will not be a factor to consider in an annual pumping cycle, but
this storage volume must always be available.
A staff gauge must be installed in the lagoon that indicates the start pumping and stop
pumping levels. The start pumping level is the mw ium liquid level under normal operating
conditions. The stop pumping level is the minimum liquid level under normal
operation to maintain required treatment volume and depth. Pumping can be started
and stopped anywhere between these two elevations for operating convenience as site
conditions permit, such as weather, soils, crop, and equipment in order to apply waste
without runoff or leaching. However, -it is recommended that the lagoon be kept
pumped down as much as possible.
Land application of wastewater is recognized as an acceptable method of disposal.
Methods of application include solid set, center pivot, guns, and traveling guns. Care
should be taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is required that the treatment lagoon be precharged to one—half the treatent volume
or as otherwise specified on the lagoon design drawings before wastes are introduced.
The purpose is to prevent excessive odors during start—up. Precharging reduces the
concentration of the initial waste entering the lagoon thereby reducing odors. Solids should
be covered with effluent at all times. When precharging is complete, flush buildings with
recycled lagoon liquid. Fresh water should not be used for flushing after initial filling.
2. The attached-Waste Utilization Plan shall be followed. The plan recommends
sampling and testing of waste before land application.
Murphy Family Farms EngineerVg A0 Box 759,Rose Hill INC 28458 [phone]

GROWER: EDWIN BLANCHARD (SOUTH BRANCH) DESIGNED BY: JWR
ADDRESS: 306 CHARLIE FREDERICK ROAD CHECKED BY: JNT
WARSAW, NC DATE: 02/11/97
_ COUNTY: DUPLIN SHEET 2 OF 2
3. Beg`in temporary storage pump-out of the lagoon when the fluid level reaches the
elevation 105.90 as marked by the staff gauge. Stop pump-out when the fluid level
reaches elevation 103.60. This temporary storage, less 25 year/24 hour storm,
contains 103636 cubic feet or 775199 gallons.
4. The recommended maximum amount to apply per irrigation is one (1) inch and the
recommended maximum application rate is 0.3 inches per hour. Refer to the waste
utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the lagoon mowed
annually. Vegetation should be fertilized as needed to maintain a vigorous stand.
6. Repair any eroded or damaged areas and establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around waste utilization
fields adjacent to perennial streams. Waste will not be applied in open ditches.
Do not pump within 200 feet of a residence or within 100 feet of a well. Waste shall
be applied in a manner such that waste will not reach other property and public
rights-of-way.
9. The Clean Water Act of 1977 prohibits the discharge of pollutants into waters
of the United States. Waste shall not be discharged into surface waters, drainageways,
or wetlands by either discharge or by over—spraying. The Department of Environment,
Health, and Natural Resources, Division of Environmental Management,
has.the responsibility for enforcing this law.
Murphy Family Farms Engbeemg P.O.Box 759,Rose Hill NC 28458 [phone]

GROWER: EDWIN BLANCHARD (SOUTH BRANCH) DESIGNED BY: JWR
ADDRESS: 306 CHARLIE FREDERICK ROAD CHECKED BY: JNT
WARSAW, NC DATE: - 02/11/97
COUNTY: DUPLIN _ SHEET 1 OF 1
SEEDING SPECIFICATIONS
ACREAGE TO BE SEEDED: 2.5 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
150 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
75 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
150 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NUMBER 1)
SEEDING DATES: MARCH 15 TO JUNE 15
20 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
25 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
100 LBS.-RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
APPLY THE FOLLOWING:
2500 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
5 TONS OF DOLOMITIC LIME (2 TONSJACRE)
250 BALES OF SMALL GRAIN STRAW(100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL
DISTURBED AREAS IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH SMOOTH
SEEDBED. APPLY SEED ANDFIRM SEEDBED WITH A CULTIPACKER OR SIMILAR
DEVICE. APPLY MUCH AND SECURE WITH AN ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIA GRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER UNTIL
BAHIA GRASS IS ESTBLISHED.
Murphy Family Farms Engineering P.O.Box759, Rose Hill NC 28458 [phone]

GROWER EDWIN BLANCHARD (SOUTH BRANCH) DESIGNED BY: JWR
ADDRESS: 306 CHARL.IE FREDERICK ROAD CHECKED BY: JNT
WARSAW, NC DATE: 02/11/97
COUNTY: DUPLIN SHEET 1 OF 2
Emergency Action Plan
Using this outline as guidance, you should develop a specific emergency action plan for your
waste handling system.. This plan will be implemented in the event that wastes from your
operation are leaking, overflowing, or running off the site. You should NOT wait until wastes
reach surface water or leave your property to consider that you have a problem. You should
make every effort to ensure that this does not happen. This plan should be available to all
employees at the facility, as accidents, leaks, and breaks could happen at any time. Your
plan should follow this format:
1. Stop the release of wastes. Depending on the situation, this may or may not be
possible. Suggested responses to problems are listed below:
A. Lagoon overflow—possible solutions are:
add soil to berm to temporarily increase elevation of dam—any permanent
alteration of the dam should be approved by a qualified professional engineer
or qualified technical specialist
pump wastes to field at an acceptable rate
stop all additional flow to the lagoon (waters)--hold waste in house if possible
call a pumping contractor
make sure no surface water is entering lagoon
NOTE: The above listed activities should be started when your lagoon level has exceeded
the temporary storage level.
B. Runoff from waste application field—actions include.
immediately stop waste application
create a temporary diversion or berm to contain the waste on the field
incorporate waste to reduce further runoff
C. Leakage from the waste distribution system:
pipes and sprinklers—actions include:
— stop recycle (flushing system) pump
— stop irrigation pump
— close valves to eliminate further discharge
— separate pipes to create an air gap and stop flow
flush system, houses, solids separators—actions include:
— stop recycle (flushing system) pump
— stop irrigation pump
— make sure no siphon effect has been created
— separate pipes to create an air gap and stop flow
D. Leakage from base or sidewall of lagoon.. Often these are seepage as opposed to
flowing leaks—possible action*:
dig a small well or ditch to catch all seepage,put in a submersible
pump, and pump back into lagoon
if holes are caused by burrowing animals, trap or remove animals and
fill holes and compact with a clayey soil
L other holes may be likewise temporarily pluyaed with cla soil
Murphy Family Farms Engineering P.O.Box 759,Rose HiH NC 28458 [phone]

GROWER: EDWIN BLANCHARD (SOUTH BRANCH) DESIGNED BY: JWR
ADDRESS: 306 CHARLIE FREDERICK ROAD CHECKED BY: JNT
WARSAW, NC DATE: 02/11/97
COUNTY: DUPLIN SHEET 2 OF 2
*Lagoon problems require the consultation of an individual experienced in the
design and construction of lagoons for permanent repair measures.
2. Assess the extent of the spill and note any obvious damages.
A. Did the waste reach any surface water?
B. Approximately how much was released and for what duration?
C. Any damage noted, such as employee injury, fish kills, or property damage?
3. Contact appropriate agencies.
B. During noral business hours, call your DE regional office, at 910-395-3900
after hours, emergency number. 910-733-3942. Your phone call should
include. your name, facility, telephone number, the details of incident from
item 2 above, the exact location of the facility, and the location or direction
of movement of the spill, weather and wind conditions, what corrective
measures have been under taken, and the seriousness of the situation.
C. If spill leaves, or is likely to leave, property or enters surface waters, call
local emergency management service (EMS)at 910-296-2160.
D. Instruct EMS to contact local Health Department
E. Contact local Soil and Water Conservation District Natural Resources Conservation
Service office at 910-296-2121 for advice/technical assistance.
910-296-2143 for advice/technical assistance.
A. Contact Murphy family Farms Land and Nutrient Manageent Departent at 910-
289-2111 for advice/technical assistance.
4. Implement procedures as advised by DEM 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.
DUPLIN COUNTY COOPERATIVE EXTENSION SERVICE
PO BOX 458, KENANSVILLE, NC 28349
9101-296-2143
DUPLIN COUNTY SOIL AND WATER CONSERVATION DISTRICT
NATURAL RESOURCES CONSERVATION SERVICE
PO BOX 277, KENANSVILLE, NC 28349
910-296-2121
DUPLIN COUNTY EMERGENCY MANAGEMENT SYSTEM
PO BOX 909, KENANSVILLE, NC 28349
910-296-2160
DIVISION OF ENVIRONMENTAL MANAGEMENT
127 CARDINAL DRIVE EXT
WILMINGTON, NC 28405. — 3845
910-395-3900
Murphy Family Farms Engineering P 0 Box759,Rose Hill NC 28466 [phone]