310033_Application_20240327

ps.STATg a .
ROY COOPER
Governor
ELIZABETH S.BISER `.� �,•
Secretory
RICHARD E.ROGERS,JR. NORTH CAROLINA
Director Environmental Quality
February 12,2024
Paul Henry Dail
Dail Farms Livestock,LLC
131 Farrior School Rd
Kenansville,NC 28349
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non-Discharge General Permits,
which expire on September 30, 2024. In order to ensure your continued coverage under the State Non-Discharge General
Permits,you must submit an application for permit coverage to the Division of Water Resources (DWR)by April 3 2024
Enclosed you will find a "Request for Certificate of Coverage for Facility Currently Covered by an Expiring State
Non-Discharge General Permit."The application form must be completed,signed by the Permittee and returned to the DWR by
April 3,2024.
Mailing Address: NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699 1636
Email:animal.operations(@deg.nc.gov
phone:[phone]
Please note that you must include one (1) copy of the Certified Animal Waste ManaEement Plan (CAWMP) with the
completed and signed application form. A list of items included in the CAWMP can be found on page 2 of the renewal
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 NC G.S. § 143-215.1
and could result in assessments of civil penalties of up to$25,000 per day.
Copies of the animal waste operation State Non-Discharge General Permits are available at
www.deg.nc.gov/animalpermits2024.General permits can be requested by writing to the address above.
If you have any questions about the State Non-Discharge General Permits,the enclosed application,or any related matter please
feel free to contact the Animal Feeding Operations Branch staff at 919-707-9129.
Sincerely,
A;
Michael Pjetraj,Deputy Director
Division of Water Resources
Enclosures: Request for Certificate of Coverage for Facility Currently Covered by an Expiring State Non-Discharge
General Permit
North Carolina Department of Environmental Quallity DirisionofWatuRnonnts
512 North 5alishsay Stred 1636 3Ai1 Senict Ctatlr Raleigh,North Carolina 27699.1636
`'s,er 919.7079129

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2024, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore,all applications
must be received by the Division of Water Resources by no later than April 3,2024.
Please do not leave any question unanswered. Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Certificate Of Coverage Number: AWS310033
2. Facility Name: Dail Farms Livestock,LLC -
3. Permittee's Name(same as on the Waste Management Plan): Paul Henry Dail
4. Permittee's Mailing Address: 131 Farrior School Rd
City: Kenansville State: NC Zip: 28349
Telephone Number: 910-290-0300 Ext. E-mail: i)hdailna-.ncsu.edu
5. Facility's Physical Address: Paul Ed Dail Rd
City: Kenansville State: NC Zip: 28349
6. County where Facility is located: Du lin
7. Farm Manager's Name(if different from Landowner):
8. Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write"None"): Murphy-Brown LLC
10. Operator Name(OIC): Paul Henry Dail Phone No.: 910-290-0300 OIC#: 1004868
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 11,200
Operation Types.•
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment Lagoons,Digesters and Waste Storage Ponds(WSP):(Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure Type Estimated Liner Type Estimated Design Freeboard
Structure (Lagoon/Digester/ Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name WSP) Built Unknown) (Cubic Feet) (Square Feet) (Inches)
41 Lagoon 7/29/1994 Full,clay 951,395.00 117,176.00 19.00
#2 . Lagoon 5/9/1994 Full,clay 1,291,068.00 170,320.00 19.00
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.1OC(d),either by mailing to the address below or sending it via
email to the email address below.
The CAWMP must include the following components: _
1.The most recent Waste Utilization Plan(WUP),sienedby the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g. irrigation,injection,etc.)
b. A map of every field used for land application(for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5.Odor Control Checklist with chosen best management practices noted
6.Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7.Lagoon/storage pond capacity documentation(design,calculations,etc.) Please be sure the above table is
accurate and complete. Also provide any site evaluations,wetland determinations,or hazard classifications that may be
applicable to your facility.
8.Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list,please include the additional components with your submittal.
(e.g.composting,digesters,solids separators,sludge drying system,waste transfers,etc.)
I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.

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

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EMERGENCY ACTION PLAN
PHONE NUNMERS
i DWQ Oro-3 1�S-3So 0
EMERGENCY MA�fAGE�NT SYSTEM 911
SWCD �iio-aS�-ah/
NRCS 9�0 -�91.•ataf
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or running off site. You should not wait until wastes reach surface waters or leave
your property to consider that you have a problem. You should make every effort to ensure that
this does not happen. This plan should be posted in an accessible
facMty" The following are some action items you should take.
1. Stop the release iof wastes. Depending on the situation, this may or may not be possible.
Suggested responses to some possible problems are listed below.
A. Lagoon over'Iflow--possible solutions are:
a. Add soil do berm to increase elevation of dam.
b. Pump w4te to fields at an acceptable rate.
V c. Stop all flbws to the lagoon immediately.
d. Call a pumping contractor.
a4.7
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field-actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
C. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that caused the runoff.
e, Evaluate tiie application rates..for the fields where-runoff occurred.
C. Leakage from the waste pipes and sprinkers-action include:
a. Stop.req c e-pump,
" . b. Stop irriga ion pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.

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D. Leakage from:flush systems, houses, solid separators-action include:
a. Stop recycle pump.
b. Stop irrigat,ion pump.
c. Make sure no siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
e. Repair all Ieaks prior to restarting pumps.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing
leaks-possible action:
a. Dig a small,well or ditch to catch all seepage, put in a submersible pump, and pump
back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil.
C. Have a professional evaluate the condition of the side walls and lagoon bottom as soon
as possible.
2. Assess the:extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, such as employee injury, fish kills, or property damage?
d. Did the spill Ieave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future jrain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off of the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours, call your DWQ (Division of Water Quality) regional office;
Phone `�/`='3� �3��c. After hours, emergency nurr�er:y/9-��3-.3r�la . Your phone call
should include:i your name, facility, telephone number, the details of the incident from item
2 above, the exact location of the facility, the Iocation or direction of movement of the spill,
weather and wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If spill leaves property or enters surface waters, call Iocal EMS Phone number 911.
c. Instruct EMS to contact local Health Department.
d. Contact CES, phone number 9/, J56-a142 , locaI 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 s Department and explain your problem to
them and ask that person to contact the proper agencies for you.
At

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5. Contact the con or of your choice to begin repair of problem to minimize off-site damage,
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a. Contractors Name:
b. Contractors Address:
c. Contractors Phone:
6. Contact the tech cal specialist who certified the lagoon (MRCS, Consulting Engineer, etc.)
a.. Name: U i cn.. r w �,�
. b. Phone: C?to_ 90- !moo 9�0 —59o-a)o3
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify the
a_ damage,repair the system, and reassess the waste management plan to keep probjems with
release of wastes from happening again. �iD .Gy5-G 75 45 f�
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INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
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Flush Gutters Accumulation of solids ( Flush system is designed and operated
sufficiently to remove accumulated
soiids from gutters as designed.
( ) Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solios ( Maintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30%of surface.
Excessive Vegetative Decaying vegetation ("Maintain vegetative control along banks of
"`GroxJth, lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage KDesign, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the accumulation
j of decaying wastage.
(vTH clean up spillage on a routine basis (e.g. 7 10 day
- interval during summer; 15.30 day interval during winter).
j
�pod:Storage Accumulatio s of feed residues { I Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
i adequate containment (e.g., covered bin for
r brewer's grain and similar high moisture grain
products).
( Inspect for and remove or break up accumulated
. . j solids in filter strips around feed storage as needed.
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Animal Holding Areas Accumulations of animal wastes O Eliminate low area that trap moisture along fences
and feed wastage and other locations where waste accumulates and
and disturbance by animals is minimal.
1 1 Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e. inspect for and remove or break up accumulated
solids as needed).
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MIC--November 11, 1996

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MORTALITY MANAGEMENT METHODS
: (check which methods) are being implemented)
{ } Burial three feet beneath the surface of the ground within 24 hours
after knowledge of the death. The burial be at least 300 feet from
any flowing steam or public body of water,
/) Rendering n erin lant licensed under G. S. 106-168.7
at a rendering g p
{ } Complete incineration
{ } In the case of dead poultry only, placing in a disposal pit of a size and
design approved by the Department of Agriculture.
( ) Any method which in the professional opinion of the State
Veterinarians would make possible the salvage of part of a dead
animal's value without endangering human or animal health. (Written
approval of the State Veterinarian must be attached)
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SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
—6ource Cause BMP's to Minimize Odor Site Specific Practices
Farmstead Swine production WVegetative or wooded buffers,
(.KRecommended best management
p ctices;
Good judgment and common sense
Animal body surfaces Dirty manura-covered animals O Dry floors
Floor surfaces Wet manure-covered floors ( SI°tted floors;
J {„)'Waterers located over slotted floors;
O Feeders at high end of solid floors;
Scrape manure buildup from floors;
() Underfloor ventilation for drying
Manure collection pits Urine { Frequont manure removal by flush,pit
recharge,or scrape
Parital micorbial decomposition (I Underfloor ventilation
Ventilation exhaust fans Volatile gases; ( F maintenance;
Dust fficient air movement
Indoor surfaces Dust N^ashdown between groups of animals
O Feed additives;
(I Feeder covers;
O Feed delivery downspout extenders to
feeder covers
slush-tanks Agitation of recycled lagoon O Flush tank covers
?:.f
liquid whiles tanks are filling O Extend fill lines to near bottom of
tanks with anti-siphon vents
Flush alleys Agitation during wastewater f 1 Underfloor flush with underfloor
conveyananga ventilation
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Pit recharge points Agitation of recycled lagoon O Extend rechard lines to near bottom of
liquid while pits are filling pits with anti-siphon vents
L(ft stations Agitation during sump tank filling O Sump tank covers
and drawdown
Outside drain collection Agitation dining wastewater (I Box covers
or junction boxes conveyance l
End.of drainpipes at lagoon Agitation during wastewater (►,txtend discharge point of pipes
underneath lagoon liquid level
Lagoon surfaces Volatile gas 4missions ('Proper lagoon liquid capacity
Biological mixing (4�correct lagoon startup procedures
Agitation (q Minimum surface area-to-volume ratio
"inimum agitation when pumping
(I Mechanical aeration
r, (I Proven biological additives
Irrigation sprinkler nozzles High pressure agitation ( I�r igate on dry days with little or no wind
Wind draft (' Minimum recommended operation pressure
W rump intake near lagoon liquid surface
() Pump from second-stage lagoon
--NMOC--November 11, 1996

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`orage,tank or basin Partial microbial decomposition ( I Bottom or midlevel loading
Mixing while filling O Tank covers
Agitation whet emptying (1 Basin surface mats of solids
() Proven biological additives or oxidants
Settling basin surface Partial micobW decomposition () Extend drainpipe outlets underneath liquid
Mixing while filling level
Agitation wheh emptying (} Remove settled solids regularly
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Manure, slurry or sludge Agitation when spreading ()Soil injection of slurry/sludges
-.spreader outlets volatile gas emissions O Wash residual manure from spreader after use
O Proven biological additives or oxidants
Uncovered manure, slurry Volatile gas emissions while drying O Soil infection of slurry/sludges
or sludge on field surfaces ()Soil incorporation within 48 hours
() Spread in thin uniform layers for rapid drying
(1 Proven biological additives or oxidants
.Dead animals Carcass decomposition ( Proper disposition of carcasses
Dead animal disposal Carcass decomposition O Complete covering of carcasses in burial pits
pits (} Proper location/construction of disposal pits
i ',Incinerators Incomplete combustion (} Secondary stack burners
Standing water around Improper drainage Grade and landscape such that water drains
facilities Microbial decomposition of away from facilities
organic matter
,
"Manure tracked onto public Poorly maintained access roads arm access road maintenance
ads from farm access
Additional Information: Available From:
Swine Manure Management;0200 Rule/BMP Packet NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management: Pit Recharge--Lagoon Treatment; EBAE 128-88 NCSU-BAE
Swine Production Facility Manure Management:Underfloor Fluse--Lagoon Treatment; EBAE 129-88 NCSU-BAE
Lagoon Desig and Management for Livestock Manure Treatment and Storage; EBAE 1.03-83 NCSU-BAE
Calibration of Manure and Wastewater Application Equipment; EBAt Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33 NCSU-Swine Extension
Environmental Assuranc Program: NPPC Manual NC Pork Produces Assoc
Options:'for Managing Odor;a report from the Swine Odor Task Force NCSU Agri Communications
:'Nuisance Concerns in Animal Manure Management: Odors and Flies; PR0107, 1995 Conference Proceedings Florida Cooperative Extension
The issues checked ( 1 pertain to ithis operation. The landowner/integrator agrees to use sound judgment in applying
odor control measures as practical.
I certify the aforementioned odor control Best Managment Practices have been reviewed with me.
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(Landowner Signature)
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AMOC--November 11, 1996
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DANNY WESTON - SITE I - (8) 800 HEAD FINISHING
STATE ROAD # 1959 - DUPLIN COUNTY
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KENANSVILLE
2A 1727
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DANNY WESTON
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DIRECTIONS: FROM KENANSVI E, TAKE HIGHWAY # 50 SOUTH, TURN
LEFT ON TO STATE ROAD # 1959 (WILL BE THE FIRST LEFT OUTSIDE OF
KENANSVILLE) FARM ENTRANCE WILL BE ON THE RIGHT APPROX: 4 MILES,
JUST PAST THE SHARP CURVE.
MAILING ADDRESS: SHIPPING ADDRESS:
DANNY WESTON Piuqaqq DANNY WESTON
R ,2 BO —2-89 �-Iz V\av'\Sv-,k ( Nu STATE ROAD # 1959
PIN HrfL,, N c--,,)-8-5 1,2 )�. O�, D KENANSVILLE, NC 28349
1401TE—TIELEP-HQNZ;—(-9-1-9-)-29-2—4-0-7,0
(TEtEPHO-NE—*--I-S--FOR—CEO—%ES-T-ON
BROWN'S OF CAROLINA.INC
303 EAST COLLEGE STREET - PO BOX487 - WARSAWNC 28398-0487 - OFFICE. [phone] - FAX:[phone]

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Farmer: WESTON, DANNY
Address 1: P.O. BOX 297
Address 2:
City,State & Zip: KENANSVILLE NC 28349
Phone Number: I910-296-0884
Social Security NO: 240-86-9136
ASCS Track No: D 4257
Total Acres of Application Fields: 50.70
Location: 2 .5 MILES SE OF KENANSVILLE ON SR 1959
Soil Types: NOA
Total Animals: 11200
Please Provide *****
Begin Pump: . . . ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1176547
End Pump: . . . . ! . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 862862
Nitrogen Sample . . 3.00
Individual Field Acreage 1 . . . . . . . . . . . . . . . 33.00
Individual Field Acreage 2 . . . . . . . . . . . . . . . 15.00
Individual Field Acreage 4 . . . . . . . . . . . . . . . 2 . 70
Individual Field Acreage .00
Individual Field Acreage .00
Individual Field Acreage . . . . . . . . . . . . . . . .00
Individual Field Acreage . . . . . . . . . . . . . . . .00
Individual Field Acreage . . . . . . . . . . . . . . . .00
Individual Field Acreage . . . . . . . . . . . . . . . .00
Individual Field Acreage . . . . . . . . . . . . . . . .00
Total Acres 50.70
Irrigation Information: .40
Interval : 3
Total Gallons per/year: 4, 692, 728
Pounds Available per/acre/year: 278
Output******Field 1
Gallons needed per year on field: 3,058,000
Acre Inces per application field per year: 113
Total Hours Needed in field per year: 283
Hours currentlyineeded: 94
Output******Field 2
Gallons needed per year on field: 1,390,000
Acre Inces per application field per year: 51
Total Hours Needed in field per year: 128
Hours currently needed: 43
Output******Field 4
Gallons needed per year on field: 250,200
Acre Inces per application field per year: 9
Total Hours Needed in field per year: 23
Hours currentlyineeded: 8

l� erator:Danny Weston County: Duplin Date: 05/09/94
Distance to nearest residence (other than owner) : 1800. 0 feet
L. , AVERAGE LIVE WEIGHT ALW)
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. - 0 lbs
6'4'00 head (finishing only) x 135 lbs. = 864000 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
0 head (wean to. f eder) x 30 lbs. = 0 lbs
Describe other 0
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Total Average Live Weight = 864000 lbs
2.`;;.`MINIMUM REQUIRED TRE�TMENT VOLUME OF LAGOON
Volume = 864000 lbs. ALW. x Treatment Volume(CF) /lb. ALW
Treatment Volume(CF) /lb. ALW = 1 CF/lb. ALW
` Volume = 8640Q0 cubic feet
3 . STORAGE VOLUME FOR SLUDGE ACCUMULATION
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Volume = 0,0 cubic feet A/6 S6,,4e
' TOTAL DESIGNED VOLUME
Inside top length (feet) --------------------- 550. 0
Inside top width (feet) ---------------------- 310. 0
Top of dike elevation (feet) ----------------- 47 .5
Bottom of lagoon elevation (feet)------------ 37 . 5
Freeboard (feet----------------------------- 1. 0
Side slopes (in ide lagoon) ---
. . --------------- 3 . 0 1
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Total design v+me using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3 . 0 3 . 0 3 .0 3.0 544 . 0 304. 0 9.0
AREA OF TOP
LENGTH * WIDTH =
544. 0 3041.0 165376 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
490.0 250�.0 122500 (AREA OF BOTTOM)
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AREA OF MIDSECTION
LENGTH * WIDT * 4
517.0 277�.0 572836 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
165376. 0 572836.0 122500. 0 1.5

Total Designed Volume Av-ilable = 1291068 CU. FT.
5 '.�' TEMPORARY STORAGE RIQUIRED
DRAINAGE AREA: ,
Lagoon (top ofIdike)
Length * Width =
550. 0 310.0 170500.0 square feet
Buildings (roof and lot water)
0. 0 square feet Describe, this •area.
TOTAL ;DA 170500. 0 square feet
Design temporary storage period to be 180 days.
.,Volume of waste produced
1 Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 864000 lbs. ALW/135 lbs. ALW * 1. 37 gal/day 180 days
Volume = 15782:40 gals. or 210994.7 cubic feet
58. :Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water lused for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0. 0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = a 0 cubic feet
5C . ..Volume of rainfall iin excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7. 0 inches
Volume = 7 .0 in * DA / 12 inches per foot
Volume = 99458i.3 cubic feet

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;D.. Volume of 25 year - ;24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 106562 .�5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 210995 cubic feet
5B. 0 cubic feet
5C. 99458 cubic feet
5D. 106563 cubic feet
TOTAL 417015 cubic feet
''Stj41ARY
Temporary storage period====================., 180 days
Rainfall in excess of evaporation===========> 7.0 inches
25 year - 24 hour rainfall==================> 7.5 inches
Freeboard___________________________________> 1.0 feet
Side slopes=================================> 3.0 1
Inside top length===========================> 550.0 feet
Inside top widthL---------------------=--- --> 310.0 feet
Top of dike elevation===============-======> 47..5 feet
Bottom of lagoonlelevation==================> 37.5 feet
Total required volume===============--------> 1281015 cu. ft.
Actual design volIlume=============-=========> 1291068 cu. ft.
Seasonal high wa�tertable elevation (SHWT)===> 42. 0 feet
Stop pumping elev.__________________________> 43 . 8 feet
a . Must be > or =Ito the SHWT elev.==========> 42 . 0 feet
Must be > or = to min. req. treatment el.=> 43 .5 feet
Required minimuml treatment volume===========> 864000 cu. ft.
Volume at stop pumping elevation============> 862862 cu. ft.
Start pumping elev._________________________> 45.8 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 1184506 cu. ft.
Volume at start pumping elevation===========> 1176547 cu. ft.
Required volume to be pumped===============> 310453 cu. ft.
Actual volume planned to be pumped==========> 313685 cu. ft.
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Min. t ' ckness of.. soil liner when required==> 1.5 feet
DESIGNED BY: CA
Y'�/ APPROVED BY: ��+sdoee0.eN��►Q!s
DATE: DATE.:
4F�SSI
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NOTE: SEE ATTACHED WASTE UTILIZATION PLAN °V �115 4
COMMENTS: •._ C ••...---s.••.,� ,�
GO R 'lop
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SHEET 1 OF 2
OPERA ON AND MAINTENANCE PLAN
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storagelfor the 25 year - 24 hour storm for the location.
The volume of wastelgenerated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
Volume must always be available.
A maximum elevation; is determined in each design to begin
pumping and this isjusually the outlet invert of pipe(s) from
building(s) . If theioutlet pipe is not installed at the elevation to
:':.begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of' waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
`center pivot, guns, Iand traveling gun irrigation. Care should be
taken. when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre-
.'!charged to 1/2 its bapacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
- :waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
.flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
�2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3 : Begin temporary; storage pump-out of the lagoon when fluid level
reaches the elevation 45. 8 as marked by permanent marker. Stop pump-
out when the fluid level reaches elevation 43.8 This temporary
. >. storage, less 25 yr� 24 hr storm, contains 310453 cubic feet or
'. ' 2322188 gallons.

SHEET 2 OF 2
.i
4 . The recommendedjmaximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inch per hour. Refe to the waste utilization plan for further details.
5: Keep vegetation on the embankment and areas adjacent to the
,`�-,`.aagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7 . 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 withini100 feet of a well. Waste shall be applied in a
manner not to reachother property and public right-of-ways.
9. The Clean Water� Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Healthl, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.
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SHEET 1 OF 2
SPECIFICATIONSIFOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
--------------i-------------------------------------------
FOUNDATION PREPARATION:
------------------I----
The foundation area; of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
''the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment dnd building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
~ The completed excavation and earthfill shall conform to the lines, .
grades, and elevations shown on the plans. Earthfill material shall
be free of material. such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be u; 1 as fill. The fill
' shall be brought up in approximately horizontal layers not to exceed 9
inches in thicknes� when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
., installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
: 'from the constructed height to the downstream toe of the dike.
: Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.5 ft.
------ -------------------------------------------------
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
I

' ENCOUNTERED DURING COMSTRUCTION. A TYPICAL CROSS "'ECTION OF THE LINER
IS INCLUDED IN THE Dt GN WHEN LINERS ARE REQUIRE. BY THE SOILS REPORT.
When areas of unsuitable )material are encountered, they will be over-
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
- as specified to grade with a SCS approved material (ie - CL,SC,CH) .
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.
SHEET 2 OF 2
'Soil liner materiallshall come from an approved borrow area. The
minimum water content of the liner material, shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will, form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of! the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
i. compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the lineri material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
. ,.,The single most important factor affect: 1 the overall compacted perme-
'ability of a clay liner, other than the type of clay used for the
;liner, is the effic�.ent construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
Pipes. This can bel done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
,included with this Construction Specification.
",-CUTOFF TRENCH:
-------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall; be determined by observation of the foundation
materials.

.�� `VEGETATION:
All exposed embankment acid other bare constructed areas shall. be seeded
to the planned typelof vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding; or mulch
shall be used if the recommended permanent vegetation is out of season
'dates for seeding. lPermanent vegetation should be established as soon
possible during the next period of approved seeding dates.
, .:.REMOVAL OF EXISTING TILE DRAINS
When tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
"trench shall be backfilled and compacted with good material such as
SC, CL, or CH.
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SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 5.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0. 0 LBS. FESCUE GRASS AT 60 LBS. /ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0. 0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
300. 0 LBS. 4ENSACOLA' BAHIA GRASS AT 60 LBS. /ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
40. 0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS. /ACRE
(SUITED FOR MOST SOIL CONDITIONS.)
SEEDING DATES: APRIL 1 TO JULY 31
0. 0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
200. 0 LBS. RYE GRASS AT 40 LBS. /ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
5000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS. /ACRE)
i
10. 0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
500.0 BALES OF SMALL GRAIN STRAW (1( BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND�EA
ERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED., APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH .
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS. /ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIA:RASS IS ESTABLISHED.

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DANNY WESTON - SITE H - (to) 800 HEAD FINISHING
STATE ROAD # 1959 - DUPLIN COUNTY
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DIRECTIONS : FROM KENANSVILLE TAKE HIGHWAY # 50 SOUTH, TURN
LEFT ON TO STATE ROAD # 1959 (WILL BE THE FIRST LEFT OUTSIDE OF
KENANSVILLE) FARM ENTRANCE WILL BE ON THE RIGHT APPROX: 4 MILES,
JUST PAST THE SHARP CURVE.
MAILING ADDRESS: SHIPPING ADDRESS:
DANNY WESTON DANNY WESTON
RT. 2 BOX 289 STATE ROAD 0 1959
PINK HILL, NC 28572 KENANSVILLE, NC 28349
HOME TELEPHONE: (919) 298-4070
(TELEPHONE # IS FOR LEO WESTON
BROWN'S OF CAROLINA !NC
303 EAST COLLEGE STREET - P 0 BOX 487 - WARSAV4 N C 28398.0487 - OFFICE [phone] - FAX:[phone]

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TYPICAL X-SECTION TBM ELEV. 50.00'
NAIL IN:--- -------A--
SEE NOTE 3
X/
pe�. SEE NOTE 2
W
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EXC =
�I� CY
FI I_L = PAD 9* CY
� CORE TRENCH
DIKE AD7S�CY SEE SOIL SHEET
Aq$ © �3'¢ FOR DEPTH
NOTES: SITE CONDITION NOTES
TOTAL: l�� 78 CY 1) ALL WEAK MATERIAL TO BE OVERCUT
AND BACKFILLED AND COMPACTED.
C- 2 7,' THICKNESS OF LINER DEPENDS ON OVERALL
COMPUTATIONS BY DEPTH. LINER FOR THIS LAGOON TO BE 7 '
: _�
2) DIKE BEHIND BLDGS TO BE MIN. 0.5'
HIGHER THAN OTHER PLANNED ELEV.
3) WALK AND LOADING AREA TO BE BUILT 1.5' ABOVE LOW
END PADS. BUILD 6' WiDE CON T iN., %' FROM REAR OF BLDGS;
FILL TO BLDGS BEFORE EQUIP MOVES OUT (WORK TO BE
COORDINATED W/ BLDG CON- ,TORS).

1
Operator:Danny Weston County: Duplin Date: 07/129/94
Distance to nearest residence (other than owner) : 1500.0 feet
X-VbRAGE LIVE WEIGHT ,(ALW)
':0 sows (farrow to' finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
4800 head (finishing only) x 135 lbs. - 648000 lbs
0 sows (farrow to- wean) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 lbs. - 0 lbs
Describe other 0
Total Average Live Weight = 648000 lbs
2 . MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 648000 lbs. ALW x Treatment Volume(CF) /lb. ALW
Treatment Volume(CF) /lb. ALW = 1 CF/lb. ALW
Volume = 648000 cubic feet
3•. ,:' STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 00 cubic feet o SI �L S'f'o � a'�` OwKirr
; : TOTAL DESIGNED VOLUME
it
Inside top length (feet) --------------------- 510. 0
Inside top width (feet) ---------------------- 230.0
Top of dike elevation (feet) ----------------- 54 .8
Bottom of lagoon elevation (feet) ------------ 43 .4
Freeboard (feet) ----------------------------- 1. 0 j
Side slopes (inside lagoon) ------------------ 3 .0 11
i
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDEI SS/SIDE2 LENGTH WIDTH DEPTH
3 .0 3 . 0 3 . 0 3 .0 504. 0 224. 0 10.4
I
AREA OF TOP '
LENGTH * WIDTH
504.0 224. 0 112896 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH = i
441. 6 161. 6 71363 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
472.8 192 .8 364623 (AREA OF MIDSECTION *14)
CU.i FT. _ (AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM) * DEPTH/6
112896:0 364623 . 4 71362 .6 1.7
xr.:

Total Designed Volume Avr !able = 951395 CU. FT.
i
�. `TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
510. 0 230. 0 117300. 0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL D'A 117300. 0 square feet
Design temporary storage period to be 180 days.
,�. ."Volume of waste produced
Feces & urine production in gal. /day per 135 lb. ALW
Volume = 648000 lbs. ALW/135 lbs. ALW * 1.37 gal/day i 180 days
Volume = 118368'D gals. or 158246.0 cubic feet
B. Volume of wash water
This is the amount of fresh water used for washing floorsior volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in- 5A.
Volume = 0 . 0 gallons/day * 180 days storage/7.48 gallons
per CF
k Volume = 0. 0 cubic feet
C: : Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7 . 0 in * DA / 12 inches per foot
Volume = 68425.0 cubic feet
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�D .,;Volume of 25 year - 24 hour -storm
Volume = 7 .:5 inches / 12 inches per foot * DA
Volume = 73312 . 5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 158246 cubic feet
5B. 0 cubic feet
5C. 68425 cubic feet
5D. 73313 cubic feet
TOTAL 299983 cubic feet
r -
:SUMMARY
Temporary storage period====================> 180 days
Rainfall in excess of evaporation===========> 7.0 inches
25 year - 24 hour rainfall======_==========> 7.5 inches
Freeboard===================================> 1.0 feet
Side slopes=================================> 3 . 0 . l
Inside top length===========================> 510. 0 feet
Inside top width============================> 230. 0 feet
Top of dike elevation=======================> 54 .8 feet
Bottom of lagoon elevation=================> 43 . 4 feet
Total required volume=======================> 947983 cu. 'ft.
Actual design volume======__________________> 951395 cu. !ft.
Seasonal high watertable elevation (SHWT)===> 47. 0 feet
Stop pumping elev.__________________________> 51.0 feet
Must be > or = to the SHWT elev.==========> 47.0 feet
Must be > or = to min. req. treatment el.=> 49.4 feet
Required minimum treatment volume==========> 648000 cu. ft.
Volume at stop pumping elevation============> 652146 cu. Ift.
Start pumping elev.-------------------------> 53 . 1 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 878083 cu. ft.
V034ume at start pumping elevation===========> 873434 cu. ift.
Required volume to be pumped=========r-======> 226671 cu. 'ft.
Actual volume planned to be pumped==========> 221289 cu. !ft.

Min. thickness of± Dil liner when required= 1.7 feet
DESIGNED BY: APPROVED BY:
,,//__ DATE:
DATE:
�— � o �a.F.caE cry•.� �;,
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN = 1641
COMMENTS: e
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SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
---------------------------------------------------------
FOUNDATION PREPARATION:
------------------------
:' The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
"`- satisfactory disposition will be made of all debris. The topsoil from
.. the lagoon and pad area should be stripped and stockpiled forluse on
the dike and pad areas. After stripping, the foundation areaof the
lagoon embankment and building pad shall be thoroughly loosensd prior
to placing the first lift of fill material to get a good bond.,
"� f EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
`they are suitable, excavated materials can be used as fill. The fill
.�" shall be brought up in approximately horizontal layers not to !exceed 9
:inches in thickness when loose and prior to compaction. Each layer
.:will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
'to consolidate to the point that settlement is not readily detectible.
:;NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
' SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
g '
r»::.:::;excavations. Construction of fill heights shall include 5 percent for
.settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
.-from the constructed height to the downstream toe of the dike.,
``precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
, .
;. LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.7 ft.
-------------------------------------------------
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
: ::: ,ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF TH LINER
';ISINCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOIL REPORT.
When areas of unsuitable material are encountered, they will be over-
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be badkfilled
as specified to grade with a SCS approved material (ie - CL,SCI,CH) .
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.
I

,I 11
SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will 'form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
; material shall not be less than optimum water content during Placement.
The maximum water content relates to the soil material being too wet
:,for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
: compacted to at least 90 percent of the maximum ASTM D698 Dry 'Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement o£ the next
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used forithe.
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment inlan estab-
':; lished pattern helps, assure uniformity in the whole placement land
; compaction process. For most clay soils, a tamping or sheepsfoot
. . roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of wastejoutlet
; pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
-----------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
_cutoff trench shall be determined by observation of the foundation
'1 materials.
VEGETATION:
:All exposed embankment and other bare constructed areas shall be seeded
. to the planned type of vegetation as soon as possible after col�struc-
tion according to the seeding specifications. Topsoil should be placed
, .. .on areas of the dike and pad to be seeded. Temporary seeding or mulch
;.shall be used if the recommended permanent vegetation is out off season
;'dates for seeding. Permanent vegetation should be established as soon
as posslible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
i

When tile drains are encountered, the tile will be removed to' a minimum
of 10 feet beyond the outside toe of slope of the dike. The the
trench shall be bacXfilled and compacted with good material such as
SC, CL, or CH.
i
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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
r.. due to site conditions, weather, flushing operations, and the amount
.of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of wasteigenerated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
- be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from!
building(s) . If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
`.to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
.''weather, soils, crop, and equipment in order to apply waste without
,.iy;:rrunoff or leaching.
Land application of waste water is recognized as an acceptable
, 'method of disposal. Methods of application include solid set,,
= : center pivot, guns, and traveling gun irrigation. Care should be
; .:taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during!
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids sho ld be
.covered with effluent at all times. When precharging is compl�te,
buildings with recycled lagoon liquid. Fresh water shou d not
be' used for flushing after initial filling.
The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump-out of the lagoon when fluidllevel
reaches the elevation 50. 3 as marked by permanent marker. top pump-
but when the fluid level reaches elevation 48.1 . This temporary
storage, less 25 yr- 24 hr storm, contains 226788 cubic feet or
1696372 gallons.
m
i

•.;;';;;:r SHEET 2 OF 2
The recommended !maximum amount to apply per irrigation is !
°"one (1) inch and the recommended maximum application rate is Q.3
inch 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 areas or areas damaged by rodents 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
I
aste 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 not to reachiother property and public right-of-ways.
9 . The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. , The Department of
Environment, Health,. and Natural Resources, Division of Envirbn-
mental Management, has the responsibility for enforcing this law.
_ I
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To
SEEDING SPECIFICATIONS
------
AREA TO BE SEEDED: 2.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0.0 LBS. RYE GRAIN AT 30 LBS. /ACRE (NURSERY FOR FESCUE)
120.0 LBS. /PENSACOLA' BAHIA GRASS AT 60 LBS. /ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
16.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS. /ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS. /ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
80. 0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
' 2000. 0 LBS. OF; 10-10-10 FERTILIZER (1000 LBS. /ACRE)
4.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE) I
• i
200.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIFACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED T T 8
LBS. /ACRE OF' COMMON BERMUDA BE INCLUDED TO PROVIDE CO .ER
UNTIL BAHIAGRASS IS ESTABLISHED.
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i

_ DISTRICT-
DATE COUNTY1 i _
• • SHEEr NO. WORK
CROPLAND0.
WOODLAND-WOODLAND-ACRES TOTAL •• . • • . •
s '
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mmmmiimmmmmm 0®R®®■■E■
I SWIM MEN
N1Nmmram QIN SEEMSNNE■\�N■■N
NONE No ■��1N■■all al■EI�■■■■
No MEN ■■■-mmm■mmsom!!��■■■■
OLD PAR"m NONE
MEN
■■■■■��■■■�■■■1� ►I■1`7r[�JJI■■■■
NONE■■■■NLir��t�O�INRNME
BORING NUKBER . . .
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N®�■I■'��■I■: !N;�lINI■'©■;■I®i■°®!�!■1NI3'J

INSTRUCTIONS
All dams built with technical assistance from the tSoil Conservation Service
must have a hazard classification assigned by the person responsible fort
approving-the--design.; 'Rost- farm ponds,-except--i-n...borderline-cases,•-can
_
be classified after a, complete .i del d. investigation without assuming failure
and making breach' studies. Thi's data sheet is to be-used for recording
the in forma tion..obtained .through field. studies and for documenting the,.
=' 'hazard-• cl as-si fi cati on. Where there 'i's a -possibility for loss"of•l ife or, r`'
".° major property damage from a dam failure, an approved breach routing
procedure is to be used. ' (Consult with the area engiveer:y
>- .Hazardclassifications of dams'are made by evaluating the possibility
for loss of life and the extent of damage that would result if the dam"
should, suddenly- breach--that i-s--a section- of the dam be suddenly and. ..
compl etel'y washed..out. . It is to be:assumed that a wall of water will. be
reT.eased equaT to *the. height of the.d'am. Thrs flood wave will be reduced
in height as it .moves; down the flood plain. The wave height (depth of
flooding) should be=eva}uated. for a sufficient distance: downstream until
the estimated flood level will not cause significant damage 'to improvements,
such as-homes, buildings-, roads,-•uti-l-i-ties, reservoirs, etc. The breach'
flood level will be reduced depending on the valley storage, slope, and
openes s -of. the flood plain; however, in a-narrow steep-valley slopes. .
steeper than 10% should be given special consideration. One method of
>... :evaluation is to compare available-valley• storage (under flood conditions)
to impoundment storage (figured to the top -of the- dam) for each reach
evaluated with a judgment estimate-made of the flood wave height at a11_..; .: --
critical points downstream. -
Should there be any questions about the hazard classification for a dam,
the area engineer should be consulted before making design. commitments-, -.

Murphy-Brown, LLC 3/26/2018 2822 Hwy 24 West
R 0. Box 856
Warsaw. NC 28398
(NUTRIENT UTILIZATION PLAN
Grower(s): Dail Farms Livestock LLC
Farm Name: Dail Farms Livestock LLC;AWS310033
County: Du lin
Permit Capacity:
Fiiirrow to Wean
Farrow to Feeder
F�rrow to Finish
Wean to Feeder
Wean to Finish
Feeder to Finish 11200
GJIts
Bars
Storage Structure: Anaerobic Lagoon
Storage Period: >180 days
Application Method: Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or g oundwater. The plant nutrients in the animal waste should be used
to reduce the amount of ommercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
i, before each application c cle. Annual soil tests are strongly encouraged so that all plant
ti.•
nutrients can be balance for realistic yields of the crop to be grown.
Several factors are Important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching
. .. g potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. Do not appl waste on saturated soils,when it is raining, or when the surface is frozen.
Either of these conditions may result in runoff to surface waters which is not allowed
under DWR regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
r problems.
6, To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1of11

This plan Is based on the waste application method shown above. If you choose to change
methods In the future,yot�need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. In dome cases you may want to have plant analysis made,which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
I
This waste utilization plan,if carried out,meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR (gallons,W,tons,etc.):
Ca acit Type Waste Produced perAnimal Total
Farrow to Wean 3203 gaUyr galtyr
t
Farrow t Feeder 3861 galtyr gaUyr
Farrow to Finish 10478 gal/yr galtyr
Wean to Feeder 191 galtyr galtyr
rean to Finish 776 galtyr gal/yr
L
1200 Feeder to Finish 927 gaUyr 10.382,400 galtyr
Gifts 1015 gallyr galtyr
I Boars 2959 gallyr all r
Total 10,382,400 ga! r
' AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
capacity TYPONitrogen Produced erAnimal Total
Farrow to Wean 3.84 Ibs/yr Ibslyr
Farrow to Feeder 6.95 Ibs/yr Ibs/yr
F rrow to Finish 18.86 Ibslyr Ibstyr
ean to Feeder 0.34 Ibslyr Ibstyr
Wean to Finish 1.4 Ibslyr Ibstyr
11200 Feder to Finish 1.67 Ibs/yr 18,704 Ibstyr
Gilts 1.83 Ibslyr Ibs! r
Boars 5.33 Ibs/yr Ibslyr
� Y
Total 18,704 Ibs! r
Applying the above amount of waste Is a big job. You should plan time and have appropriate
equipment to apply the waste In a timely manner.
LAND UTILIZATION SUMMARY
The following table describes)the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balan�e for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under Irrigation may uptake and utilize
In the normal growing season',
Total Irrigated Acreage: 153.39
Total N Required list Year: 30812.79
Total N Required 2nd Year: 0.00
Average Annual Nitrogen Requirement of Crops: 30.812.79
Total Nitrogen Produced by Farm: 18,704.00
Nitrogen Balance for Crops: (12,108.79)
The following table describes he specifications of the hydrants and fields that contain the crops
designated for utilization of th nitrogen produced on this facility. This chart describes the size,
soil characteristics,and uptakerate for each crop in the specified crop rotation schedule for this
facility.
2 of 11

Reception Area Specifications
Tract Field Irrigated Soil 1st Crop Time to 1st Crop 1st Crop Lbs N/Ac Lbs N Tow Ibs N 2nd Crop Time to 2nd Crop 2nd Crop Lbs N1Ac Lbs N Tow lbs N Total Tow lb3 N
Acreage Type Code Apply Yield Ibs N1Unit Residual Me Utilized Code Apply Yield Ibs N1Unit Residual !Ac Utilized Lbs N1Ac Utilized
DFL 1 56.72 NbB Com Feb15-Jurve 135.0 0.95 128.25 7274.34 G r 1 75 75 4254 203.25 11528.34
DFL 2 1&01 NbB Com FeblS-J 135.0 0.95 128.25 2309.783 G 1 75 75 1350.75 203.2S 3660.533
DFL Sub 1 24.77 NbB Com Feb15-June 135.0 0.95 128.25 3176.753 G r 1 75 75 1857.75 203.25 5034.503
DEL Sub 2 15.4 NbB Com FebI5-June 135.0 0.95 128.25 1975.05 G r 1 75 75 1155 203.25 3130.05
DFL 3 15.9 WoA Com Feb15-June 132.0 0.9 118.8 188B.92 Rye G 1 75 75 1192.5 193.8 3081.42
DFL 4 22.59 WoA Com Feb15-June132.0 0.9 118.8 2683.692 Rye G Sept-Apr 1 75 75 1694.25 193.8 4377.942
Totals. 153.39 19308.54 11504.25 30812.79
3(a)of 11

Reception Area Specifications
Tract Field Irrigated Soil 1st Crop Time to 1st Crop tst Crop Lbs N/Ac Lbs N Total lbs N 2od Crop Time to 2nd Crop 2nd Crop Lbs N1Ac Lbs N Total les N Total Total lbs N
Acreage Type Code APPIV Yield Ibs N/Unit Residual /Ac Utilized Code APvlv Yield Ibs N/Unit Residual fAc Utilized Lbs NlAc Utilized
Totals: 0 0 0 0
3(b)of 11

i
This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to sati9fy the requirements of the crops listed above.
The applicator is caution that P and K may be over applied while meeting the N requirements.
In the future,regulations fnay require farmers In some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields(i.e�small grain,etc,interseeded in bermuda),forage must be removed
through grazing,hay,an /or silage. Where grazing,plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In Melds where small grain,etc,is to be removed for hay or silage,care
should be exercised not to let small grain reach maturity,especially late in the season(i.e.
April or May), Shading ay result if small grain gets too high and this will definitely interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation,you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season,depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc,is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two Inches before drilling for best results.
CROP CODE LEGEND
t,
Crop Code Crop Description-Harvested As
A Barley Grain Crop
B Grazed Hybrid Bermudagrass Pasture/Grazed
C i Hybrid Bermudagrass Hay Hay
B/C Comb.Hybrid Bermudagrass Graze/Hay Combination
D i Corn-Grain Grain Crop
E Corn-Silage Silage
F Cotton Cotton Lint
G Grazed Fescue Pasture/Grazed
H Fescue Hay Hay
I Oats Grain Crop
J Rye Grain Crop
K Grazed Overseed Pasture/Grazed(Seeded in Bermudagrass)
L Overseed Hay Hay(Seeded In Bermudagrass)
M Grain Sorghum Grain Crop
N Wheat Grain Crop
O Soybean Grain Crop
P Pine Trees Pine Trees
S Small Grain Grain Crop/Hay(After Grain Crop)
CC Cover Crop Not Harvested;Burned/Disked In
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers,filter strips along ditches,odd areas unable to be irrigated,and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed may,and most likely will be,more than the acres shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
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SLUDGE APPLICATION:;'
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
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Farm Specifications PAN rlanimal Farm Total r
Farrow to Wean 0.8
Fadow to Feeder 0.96
Far ow to Finish 3.9
Wean to Feeder 0.07
Wean to Finish 0.27
11200 Feeder to Finish 0.34 3808
Gills 0.39
Boars 0.55
The waste utilization plan rpust contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application ofinutrients or other elements. Your production facility will produce
approximately 3808 pound of plant available nitrogen per year and will accumulate in the lagoon
sludge based on the rates�f accumulation listed above.
If you remove the sludge every 5 years,you will have approximately 19040 pounds of plant
available nitrogen to utilize Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre,you will need 63 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre,you will need 152.32 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by�sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type,crop,and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
APPLICATION OF WASTE BY IRRIGATION:
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content,soil
structure,soil texture,wate�droplet size,and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan,it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shownlin the tables may make this plan invalid.
'This Is the max mum application amount allowed for the soil assuming the amount
of nitrogen allovJed for the crop is not over applied. In many situations,the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amo i nt shown can be applied under optimum soil conditions.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structu a be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste,
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Application (Rate Guide
The following is rovided as a guide for establishing application rates and amounts.
Soil Application Rate Application Amount
Tract Hydrant Type Crop In/hr " inches
DFL 9 NbB Corn 0.4 1
DFL 2 NbB Corn 0.4 1
DFL Sub 1 NbB Corn 0.4 1
DFL Sub 2 NbB Corn 0.4 1
DFL 3 WoA Corn 0.4 1
DFL 4 WoA Corn 0.4 1
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Additional Comments:
This plan written in a corn arain/rye grazed rotation and reflects the irrigated
acres and total useable field acres as mapped by GPS.
Subfields are those field areas not applied to b the ivots, but ma be applied
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to by use of an aerway.
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NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: Dail Farms Livestock LLC;AWS310033
Owner: Dail Farms Livestock LLC
Manager:
Owner/Manager Agreement:
I/we understand and%+ill follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. I/we know that any expansion to the existing design capacity
of the waste treatmen and/or storage system,or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWR before the new
!; animals are stocked.
I/we understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District aId will be available for review by NCDWR upon request.
Name of Facility Owner: Dail Farms Livestock LLC
Signature:
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Name of Manager(if different from owner):
Signature: 7-8
Date
Name of Technical S'peeialist: M.Kevin Weston
Affiliation: Smithfield Hog Production Division
Address: 2822 Hwy 24 West, PO Drawer 856
Warsaw,NC 28398
Telephone:_ [phone]
Signature: 41, ,�
Date
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NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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 which 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 Utilization Plan
when there is a change in the operation, increase in the number of animals, method of
application, recie ling crop type, or available land.
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3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic
crop yields based upon soil type, available moisture, historical data, climatic conditions,
and level of management, unless there are regulations that restrict the rate of applications
for other nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land eroding at more than 5 tons per acre per year but less than 10 tons
per acre per yea provided grass filter strips are installed where runoff leaves the field
(See USDA, NRCS Field Office Technical Guide Standard 393-Filter Strips). ,
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5 Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the land application field.
6 When animal waste is to be applied on acres es 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 )cone to flooding (See 'Weather and Climate in North Carolina" for
guidance).
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control odor and
flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
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- NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
9 Animal waste shall be applied on actively
y 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 wa to 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
snot be applied more than 30 days prior to planting of the crop or forages breaking dormancy.
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11 Any new swine fatality sited on or after October 1, 1995 shall comply with the following: The
outer perimeter of jthe 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 Iswine waste from facilities sited on or after October 1, 1995, shall not be
applied closer than;25 feet to perennial waters.
12 Animal waste shall i�ot 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.
15 Animal waste shall not be discharged into surface waters,drainageways,or wetlands by discharge
or by over-spraying.1 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.
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16 Domestic and Industrial waste from washdown facilities,showers, toilets, sinks, etc.,shall not be
discharged into the animal waste management system.
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INUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
17 A protective cove 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.Veget tion 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 I e 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,pollutio6 and erosion.
19 Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular basis to
prevent breakdowns,leaks and spills. A regular maintenance checklist should be kept on site.
20 Animal waste can be used in a rotation that includes vegetables and other crops for direct human
consumption. However,if animal waste Is used on crops for direct human consumption,It should
only be applied pre-plant with no further applications of animal waste during the crop season.
21 Highly visible mark turne)
shall be installed to mark the top and bottom elevations of the temporary
storage (pumping � 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.
22 Waste shall be tested within bo days of utilization and soil shall be tested at least annually at crop
sites where waste p�oducts are applied. Nitrogen shall be the rate-determining nutrient, unless
other restrictions r quire waste to be applied based on other nutrients, resulting in a lower
- application rate tha a nitrogen based rate.Zinc and copper levels in the soil 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 a
minimum of five years.
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23 Dead animals will be',disposed of In a manner that meets North Carolina regulations,
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Dail Farms Lives tack, LLC
`AWS310033
Pivot Add't.
Total Field 1 81.49 Ac.
Wetted = 56.72 Ac. Wei
4 Sub 1 = 24.77 Ac. •/`I00'
7S' Rastdenclal
Property Un
Setback
0
PI Lagoon
1
Idgs
'' Rvstdertcea
w�2Q0
5etbacka
� �"'� Sttbodtt
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S ecifications: Pivots
New Pivot P1
4 Span Valley Standard Pivot 7000 ""'' Lagoon
812.7' Machine Length Bldg
93.8' End Gun Radius
® 51 PSI; 500 GPM Total P2
,(404.5 GPM Machine + 95.5 GPf� End Gun) >x
4763 Ac. w/o End Gun
•56.72 Ac. w/End Gun j
(End Gun Runs 78% of Time)
E1Isting Pivot (P2) Relocated
2;;Span
45 Valley Standard Pivot 7040
2.3' Machine Length
89.9' End Gun Radius
® 55 PSI; 350 GPM Total
(248.9 GPM Machine + 101.1 GPM End Gun)
14.75 Ac. w/o End Gun Total Field 2 33.41 Ac.
1$.01 Ac. w/End Gun Wetted 18.01 Ac.
.(End Gun Runs 51% of Time ^'n
Sub 2 15.40 Ac. ///�•V`'1.-^'p}' ��1]
GRAPHIC SCALE
5q0
0 250 500 1000 ,
00 9t-
pES1GO
( IN FEET )
I inch 500 ft. 12/19/2017.
�o,. e......
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bail Forms Livestock, LLC
AWW10033
_ Pivot Add't.
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Total Field 4 m 22.59 Ac.
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Totcl Field 3 = 15.90 Ac.
Weil
VOW
75' RwMa►eiai
Propert tb inn
dc
Total Field 1 - 81.49 Ac. Lagoon
Wetted = 56.72 Ac.
Sub 1 24.77 Ac. Idgs
Resideneea
w� .
Setbacks
—� Wells
.•—�� Sstbadd
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Lagoon
Bldg
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GRAPHIC SCA� Total Field 2 = 33.41 Ac.
�+ Wetted — 18.01 Ac.
Sao 0 250 500 1000 Sub 2 = 15.40 Ac.
( IN FEET )
1 inch = 500 ft. 12/19/2017